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GENERAL NOTES
<br />1. Al1 CONSTRl1CT10N ANO MATERIALS SHALL COMPIV N1TH THE'IMERNATIONAL
<br />OULUING COOE 200J' M!D SIULL MEEi OR EXCEE� THE STRICTER OF
<br />APPUCAOLE COUHTY COOCS AND RCCUU710N5. UTEST EDITIONS.
<br />2.ANTGNNAS,CAlINEfSANDCON(IALCAULC SIIPLLO[PRONDEDUYC4ENT
<br />CONTFtACTOR SfNLL COOHOINATE SCHEOULE OF �ELIVERY i0 AVp� DElAYS.
<br />7. OAMPCE TO ALL IITILITIES, WJD, DRIVEN'AY MEAS MA Pft01'ERTV OF UTHERS,
<br />DISTURBE� DURINC. CONSTRUC710N, SIUL'. U[ FETURNEO TO TFiE ORIGMAL
<br />CONOITION AT THE COMPIETION OF K9RK.
<br /><. CONTFACTOR SHN.L COOR�INATE N1TH TNE LOGL POWER MA TEIEPMONE
<br />UTIU71E5 ANO THE CONSTHUCTION ANNAGER 10 CONFIRM THE SOURCE OF
<br />SFHVICE, PRIOR TO INSTAI 1 ATION OF GONI%1R5.
<br />5. L9(ISTING VEGETAiION RND ORGRNIL MATERIQS SNKI BE P.EMOVEO FROM TIE
<br />CONCHETE PAU MEA, FlLL SITE TO OES�CaN ELEVpT1011lYCLEAN, SNAY 501L
<br />COMPACTUND[RCONCHCTGPAOTOOOTNNNOTI[SSTIYW75 %OFTHE
<br />MODIFIED PROCTOR MAXIMUM ORY �ENSITY FOR SOIL IN ACGORDIWCE N7T/1
<br />ASTM �357.
<br />9. RGGf7ADE MOUND PAU AS REOUIRCD TO ALLOW M�XIMUM 9' OF PAD
<br />THICNNESS, FJlTEN�ING'BO�F.GRAOE.
<br />7. N L NARK SHAI.I. AF bONF SATISFAGTORY IN A PROFF59..NAL NORNMMLIIlE
<br />MANNEH, SUOJLCT i0 INSPECTION DURINO T!I[ CONSIAUCTION AND FlNAL
<br />MPBOVAL OV 7N[ WNSTRUCTION MANACER.
<br />8. ANV SUASTITUTIONS OF MATERIALS. EOUIPMEM OR ALTERATIONS FNOM THE
<br />PINlS ANDIOR SPECIFlCNTIOkS SHALL BE MPROVEO BY THE CONSTRUCTION
<br />MANAGER.
<br />B. COLOR SELLCiION SIIAIL BE COOROINt�TED NITH CONSTPUC710N MANAGEN.
<br />�0. CONTRACTOR SIIALL VERIFY EIfISTINO CONDITIONS MlD OIMENSIONS ANO BRING
<br />DISCNEPANCIE9 TO TME RTfEMION OF CON3�Fl1C�lON MANAG[R.
<br />I I. CONTMCTOR SIUII CONiACT SUUSUHPACL U7ILITV LOCRTOR FOR EXAGT
<br />LOCAiION OF EXISTINC UIIIITIFS, PNIOH 70 COIAMGNCEMLNT OF CONSTPUCTION
<br />ACTIVITIES. CONTMCTOR SHALL VERIFY E%IST7NG UTIIITY LOCAPONS OY TEST PIT,
<br />AS NECESSMY. FXACT LOCATION OF UTILITIES filiOKN ON PIAN ARf
<br />APPNO%IINqIE 8 FON PLANNING 1'UNPOfES ONLY.
<br />77. CO�TRACTOR tll IALL �OCIX.iGNT TIIG'AS OUILP LOCATIONS OP ALL OUR�CD
<br />UTILITIES, INC W DINC POVrER, GROUNOING, 6TC....
<br />1 J. CONiRACIOR SI IALL SECURG 711E NLCESSPRY PEtU11B FOR THIS PROJECT
<br />FNOM ALL MPLICAfiLE GOVENNM[NT ACGNGES. COY7NACTOR SHALL BE
<br />RESPONSIFLE FOR A9101NG BY ALL THE CON�ITIONS AND REOUIREMEMS OF
<br />THE PERMITS.
<br />1/. TOWSR PNO TOWER FOUN�ATIONS ARE ShOWN fOft ILLUSTRATIYF PURPJSES
<br />ONLV.
<br />1 G. CON�RACTOR SHhLL NSIT 7HG PROJECT SITE TO VI�W Atl CONDITION9 PRIOR
<br />TO SUBMITfING BID. ANY CI WJGFS OUNINO CONSTRUC110N DUE TO AN
<br />E%ISTINO COkDITION. VISUALLY ASCEFTAINABLE PRIOR TO Sl1MMATING BID.
<br />CANNOT BE THF 9A515 FORACNAN4F OftOEfi.
<br />tE. COAT NL SURFACES WiiH NO�O%NHERE DISSIMILAR METPLS CONTACT.
<br />17. CONI NAC IOR SHALL NEMOVG ALL O[BNIS ANU LMPTY COA%NEELS PROM TfiE
<br />SITE 11PON COMPLFTION QF TTIE PROJECT.
<br />LDC �
<br />MOYI OO�IAfL�1
<br />� �� �'% �' PaCifl�
<br />PROJECT NOTES
<br />REIN�ORLED CANCREIE:
<br />R•1. WNCRETE: AlL CONCftEIE SHRLL BE Fb `3,W0 PSI AT FNO OF 7!
<br />UAVS AS OETERMMGD BY A9TM G71 AND G39AN0 SIIALL BF
<br />NORM/�LNEIGHT.
<br />R.7. PR[PARATION, T[STINO ANO PUCINO OF CONLRETE AND
<br />NEINFOHCEMGNf SHRLL BE PEH ACb]18 9ULOING COOE
<br />RFpUIREMFMS FOR STRIICNRAI CONCRETE, tATEST EUI710N.
<br />R-J. REINFORLING BMS SI W.l IUVE A MIMMUM VIFLO STRENGTH OF Fy •
<br />eO,OW PSI M!U SIIALL COMPLV WITH AS'M A815.
<br />R�t. PROVIDE MINIMUM GONCRETE LOVEMGE FOR RdNFORQNG STEEL OF T.
<br />R-5. EXISTING VEGETAiION ANO ORGAMC MATERULLS S�Wl BE RFJ.IOVED FROM
<br />7HE BIALOINO FOUNDATION MEA FlLL TO IN�ICATEO ELEV�7�ON K1TF1
<br />CLEAN SANDY 501� COMPACT TO OHTNN t500 PSF BFMI Wi CAPACITV.
<br />CONCRF.TE EQUIPMENT PAD SNALL BE IUCED OVFI2 UNDISTURBED OR
<br />VJELL COIAPACiE� SOIL
<br />OESIGN:
<br />0.1. OE91GN IS IN ACCORD/NCE NAiH THE INI EW147IONAL UULDING COOE
<br />�W�.
<br />D�2. EOl11PAlENT UBINET LORD�NG PER CLEAHNiRE STANOM� EONPMEM.
<br />DJ. DESION LOA05: WASMNGTON STATE
<br />�. 700 MPH lMNO SPEED, J SECOND QUST, CATEGORY 2. IMPORTANCE
<br />FACTOR 1.0, IXPOSURE CATEGORY C.
<br />B. ALi. OTHFR LOAD ME PFP ASGE 7-02
<br />0�1. PAO ON CRAOL OESIGN IS OASEO ON MIMMUM SOIL BEMING LAPACITV
<br />OF 10IX1 PSP.
<br />STRUCTURAL
<br />54. �ETNL, FABRICATE. AND ERECT ILLL S7FiUC7UfiAL STEEL IN
<br />�CCOROANCE WITH AISC. SPECIFICATION FOR OESION, FABRICATION AN�
<br />EHECTION OF STHUCNHE SilEl FOR BUILOINGS.
<br />S�2. ALL STRUCTIIRAL STEEL WDRK SHN.L LONFORM W THE NSC
<br />SPECIFICATION FOR STRUCTURAL 5T[EL FOR OUILpNG -
<br />AILOWAOLG STN[55 DGSICN AND PLASTIC DCSIGN, 9U EOITION.
<br />SJ. STRUCIUHAI. PIPE COLUMNS SHALL COMPLY N7THASTM AS]. TYPE E OR
<br />5, GRADE B, Fy * 0BN51. ALL K10E FL/WGE SIIMFS SF4LLl. BE ASTM
<br />AB92. GMDF W. ALL STRUCTI IRAL SNAPES d PLA�G 9HALL C(NAPLY
<br />N7TH ASiN A9E.
<br />^s�. WELfMN6: Al l. WFLfIING IS TO 9F. DONF PY PRE�Ul�LIFIGD WEL�ERS
<br />IiOLDING CURRENT CERTIFICATE FROM A RECOGM7LD TESi1NG
<br />IABORA70NV. All WELDS ME TO 6E PER AW.S, CODE.lAiEST EDITION
<br />ALL WELOS SMALL BE L76' MINIMUM FILLETNELD$ U.O.N. ELECTROUES
<br />SW1LL BE E70%)(.
<br />5�5. TI IHRB SNRLL OE NO FILLD NL101N0.
<br />Sb. STRUCNfUL GROUT SHALL BE SHRINKAGE RESISTANCE NON�DtPAN51VE,
<br />NONMETALLIC GROl1T N7TX A IAINIMUM 16 DAY COMPF2E551VE STHENGiH
<br />OF 5,000 P51 WIIEN TES7EO IN AGC00.011NCE K1TH ASTM CO�E C709.
<br />FORMS SIULL tlE PLACEO AROl1ND BASE MATE AND THE STHUCNRAL
<br />GROUT SHALL AE POURE�. NO DRV•OMaP PACqNG.
<br />5�7. MlCI10R OOLTS ANO N.L�IHREM RODS SVIAIL CGMPLY VATH ASTM
<br />A76, 11NLE55 OTHE�WISE NOTED. ALL OTHQt BOLTS PNO NUT5 5lL1lL
<br />COAIPLV Vv1TN TO ASTM A935. ALL BOLTS SlWLL BE HOTAIPPE�
<br />OALV�WIffD.
<br />S�e. ALL EXPOSEO STEEL SFIALL 9E HOT-DIPPED GN.VANIZEO AFfER
<br />FAOFICAT�ON PER ASTM A1S10R MR�.
<br />SA. APPLY TVrD 60ATS OF ZINC-RICH RUST-OLEUA RI&S pNNi TO PiL
<br />FlELO DPILLED 410LE5 ANU CUiS. GRID�GUM� EPDXY /5185 COATINO
<br />SHA1 L BE MPUED I O AI.L AREA9 NNFRE GALVANIZED $URFACES NEED
<br />TO BE RECONpTIONED, INCLUDING ALL N£LD MEnS.
<br />clearw're°
<br />- -"--�-�-----�' ------'�"---- I 13J10NEBiNOST,BLDGD I NOOCARILLONPOINT
<br />-weixaoa�amm �.a's�w
<br />�^r+M� h��� REOMOND,WA9B051 KiRKLAN0,WA9BN7
<br />___'._._.._ _. ..__"..
<br />w.+�r�
<br />SITE NAME: MADISON ELEMENTAHY
<br />SITE NO. WA-SN02U4-E
<br />8501 MORQI�N BTREET
<br />EVERETT. WA BE107
<br />ELECTRICAL NOTES
<br />1. ALL ELECTPIGLL'hUqK SHN.L LONFOFM TO TFIE NE�UIREAEMS OF
<br />THE NAT�ONAL ELECTRILAL GO�E (NEC) AS NELL A4 APPl1CA8LE
<br />STATEANDLOCALCODES.
<br />2. ALL ELECIAICAI ITEMS SIULL BE Ul APPfEOVm Oft UST[D AND
<br />PROCURED PER SVECIFICA7qN REOUIREMENfS.
<br />7. THE ELECTRICAL NORK INCUIDES ILLL IPBOR PNU NATERIAL
<br />�ESCRIBEO BY DRAVdNGS MA SPECIFlGTION, INCUAING INLIDEMAL
<br />N'ORK TO PRONOE COMPLETE, OP'-MTIND M10 MI'ROVED EIECTRICAL
<br />SYSTEM.
<br />1. GENERAL CONTRACTOR SMNL PAY FEES FOH f'ENMRS, PND 19
<br />RESi'ONSIBLE FOR OBTAININ6 $V � PERMTS, MID CAORDINA77DN OF
<br />INSPECPONS.
<br />5. ELECTRICAI AND TE�CO N1RIN0 BETWEEN CAUINET9 SHALL RUN IN
<br />EMT OR SCHEOULE M PVC (RS PERMITTED BY CAOEI.
<br />6. ELECTRIGL ANO TGlC01MRINO OUTSIOE A BULDINO AND GPOSEO TO
<br />NkAiNEi2 SN�LL 6E IN WATER TIGH7 6ALVMM7ED ftIG10 STEEL
<br />CONOUIT9lWO NMERE REOUIRED IN LIOUIU iIOIR FLF�OBLE �.ETN.
<br />OR WC Nk1ERE LOCAL COOES AND &TE CIXAIilONS PERMIT.
<br />7. [L[CTRICAL NADftN SHAII �E COPPER MATH TYPE XIAiW, TIMY OR
<br />TMININSUTATION.
<br />e. HUN ELkGTP.ICAl CONUUR BEiWEEN ELECTRICAL U7ILIIV
<br />�EMARCATION POINT AND E%ISTINO MEfFR SOCXET ti5 LOfATE00N
<br />THIS �MNANO IN PVC, PROVIDE FULL LENO7i I f'ULLROPE
<br />COOR�INATED INST�1lATI0N NATH UfILRV CAMPIVIY.
<br />V. NUN TELCO GONOUTS tlEINtiEN TElEP1i0NE UTllltt DEMMCAl10N
<br />POMT AN� E%ISTiN(i iELCA CAHINFi AND CLEAfiWIRE GB�NFT AS
<br />�NOICATEO ON T/i15 DRAWING IN PVC. PROVIOE FlriL IENOiH PULL
<br />ROPE IN TELCO LONWIT.
<br />10. ALL EUUIPMEN f I.OG\TEU OUTSI�F 5 W1LL HAVE M:IAA JH ENCLOSUftE.
<br />11. COORDINATE E%ACT TELEPFqNE REOINREM[NTS /W� SEFNCF
<br />ROUfiNG N1TH LOCAL iELEPHONE COMPANY. APPLY FOR TFl.FPHONF.
<br />SEftNCF AS SOON AS Po59BLE.
<br />12. IT IS THE OENERAL CONTRACTIXi'3 RESPONSIOIIJtt i0 APPLV FOR
<br />CONMERCIAL PON£R IMMEOIA7ELY UPON flECEMNC AWMO Of BiO. THE
<br />GENERAL CONTRACTOR IS REUUIHED TO KEEP N.1. RF.CFIPTS FHOM
<br />iHE POWER COlAPANY ACI(NOWLEDGINC M('IICATON FOR PONER AND
<br />TNOROUGH OOCUMEMATION OF' ANY DISWSS�ONS N1 �H iNE POWER
<br />COMPANY 7HENEAFTER. A190. TIE OENERAL COMRACTOR SINLL
<br />RECEIVEO IN WRITING FROM THE f`ONER C�MYANYAS TO NHEN TIE
<br />ANTICIPATED POWF.R CONNECTIOY 1NI.L BE COMPLE7E. ff f,OAMEpG/�L
<br />POWER IS NOT AVAIIABIE BY THE'PONER COMPLEIE' OATE AS
<br />CALLED Ol1T IN THE SPECIFlGTIUNS, A GF.NEMTOR 5lNLL BE
<br />SIRPLIED ANOl.W IRNNCD BY 11E GENERAL GOMMCTOft UN71L
<br />COMMERCIAL IS OOTNNED, Ail COSP.i PSSOCI�TEO VATH THE
<br />CENERATOR NALL BE MIRURIIY AGRFED UPON F1E7NEEN T11E ONMER
<br />AND GENEI7AL COMML: OR. IN THE EVEM TIE GFNERAL C�NfPACTOR
<br />FNl6 TO TAKE 1HE NECESSMY MFASUHES AS O[SCftIBEO XEREIN 1D
<br />SFCIIRE POWER BY TNF PONcR COMPLETBO OATE, T11EN N I. COSTS
<br />ASSOCIATEO W1TH THE GENEM70R 6HALL BE BORNE BV THE
<br />CONTRACiOR.
<br />DAlE
<br />BV: pM
<br />GROUNDING NOTES
<br />t. AN ANTIO%IOAM COMPOUNO SHALL BE PPPLIED TO PLL
<br />FXTERIOR, ABOY[ GRAU[, MECIUNIC, GROUND CONNECTIONS.
<br />2. CONTfUCTOH SNPI.L 9UPiI.V AI.1. MRTERIAL, LABIXt AtO
<br />EOUIPMEM NEGESSMV FOR � COMPLETE SYSTEM AJ MlEN0E0
<br />lIEREIN UNLE55 OiHEPN15E NOTEO.
<br />9. ALL DtT[RN�L GROUNU CONOUCTORS 51N1L BE /2 ANS3, 6ME,
<br />SOUD, TINNEO COPPER UNLE55 OTHERNISE NOT[�.
<br />�. QL GROUNO CONNECTIONS SIMLL BE IMDE W1TH IXOTFIERMIC
<br />WELO PROCESS UNLE55 OTHEHNASE NOTE[I OR MPROVED. ALL
<br />CONNEC710N5 51NLL BE M/�E AT DESIGNAIED LOCATIONS ON
<br />TMF EOUIPMENi.
<br />5. E%RCT LOCATION OF GROUNU F003 MA GRWNO CONNECTON
<br />POINTS 5lNLL BE DETERMINEO IN THE FlElO. MJUST LOCA710N5
<br />q5RF0UIRED fONEEPGFDUNUCONIECTI0N5A55HORTAS
<br />POSSIBIE (e' MIN. BENO RADIUS MA YO DEGREE AIA%
<br />BEND ANGLFj. ALI. BELOW ORADE GROUNpNG SHALI. AE
<br />INSPECTED AND APPROVE� OV CONSTRUCTION MANM[R MLOR
<br />TO BACKFILLING.
<br />e. ALL OflOUND COMPONENTS SFULLL BE INSIALIED NAiMN THE
<br />CONflNES OF TNE FENCEO ARL'A. PNY METN.LIC ITE61S 1MTW N C
<br />OF THE GROUND RING SIULL BE BONUEO TO T}� GFIOUND
<br />RING. GROUNOIN4 REOUIREMENT NOT SHONM ON 1'U1N5 ARF
<br />WAVE GIlIOE HATCH LOVEfLPUTE. G1BlE TRAYS, SUPPORTS,
<br />SERVICC PANELS. DISCONNECi 54NTCIf51NAC UNITS, RC.
<br />IHiiSE I fEMS AIUST BE GROUN�En.
<br />7. PLL E%TF.RIOfl E%POSEO GR Wq� CONUUC�ORS LON(3ER THW
<br />18' SHML BE PROTECTEO ANU SUPIKMiI N BY A 911' PVC
<br />SCHEOUIE 80 CONDIIR StEEVE MOUNTED VaTH CLIGSTRAP
<br />SUPPONTS FROM 6' BELOW FINISNED GRAO[ TO B' FROM FlNN.
<br />CONNECTION.
<br />B. ALL GROUND ROOS SHALL BE ORNEN 6TRNOHT DOYlN,
<br />PERPENOICUTAR TO FINISNEO GRADE. SUITABLE PROiECTION
<br />SI V�LL UE PROViD[D ON EN� OF ROD9 TO PR[VEM
<br />MUSMROOMING 1MTH GROUNO WRINO INSTALUTION.
<br />B. GROUND CONOUCTOFS SFW.I NOT COA1E IN CON�ACT NA IH TFIE
<br />SLAB OR TOWER E%CEPi AS OESIGN4TFD.
<br />10. TIiE UTILITV NEUTMVORWND BONU IS TO BE 1A�OE IN THE
<br />M[TER OR MAIN DISCONNECT SNATCH, NOT IN �TS.
<br />11. ALL EOl11PMEN� SURFACES TO UE tlOFDIU TO GROUNqNG
<br />SYSTEM SHALL PE STRIPPED OP �LI. PNM AM7 DIRT,
<br />CONNEC110N5 TO VMIOUS METALS SNALL BE 11 iYPE AS TO
<br />NOT GUSE A GRLV�INC OR CORROSN[ HLACTION MEA SHALL
<br />BE flEPAIMED FOLLONANO BONDING.
<br />LOC, INC.
<br />WOODItMLIE, W�
<br />Cd�:1�::1��`GSi�
<br />
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