The URL can be used to link to this page

Home My WebLink AboutNew Utility Pole Plansrd¡il¡t-lë intelligent infrastructure MOBILITIE, LLC DRAWN BY:BMG DATE:06/09/2016 REV DATE DESCRIPTION BY o 6/¡m16 GffiFGHil BMG IT IS A VIOIAÎON OF LAW FOR ANY PERSON, UNLES9 THEYARE ACTING UNDER fHE DITSNOñ¡ OF ALICENSED PROFESSIOW ENGINEER. TO ALTER THIS OOCUMENT SITE ID: 9()R8000908-A 55 S gTH ST CENTRAL POINT, OR 97502 S gTH ST & E PINE ST NEWWOOD UTILITY POLE TITLE SHEET T-l @ i ntel I igent infrastructu re SITE lD: 9OR8000908-A 55 S gTH ST CENTRAL POINT, OR 97502 S gTH ST & E PINE ST 42.377486, -122.9099 1 6 NEW WOOD UTILITY POLE GENERAL NOTES BEFACILIW ISNOTFORHUMffiIATION AECHNICINWLLVISITlHESIEASEQUIRED FOR ROUINE MIMWCE NE PRdECTWILL NOT RESULT IN NY SIGNIFICM DISruruANCE OR EFFEfr ON DMIMGE;NO SNTMY SMR SERVICE, POTÆLEWAER, OR TMSH DISrcS IS ffiOUIREDND NO COMMERCA SIGMGE IS PROPOSEO SITE INFORMATION APPLICM: æPLICNÆDRES: APLtCffi COmACI: APPLICNPHilE: PUALIC ROWFRIVAE PROPERñ: NæESTÆDRES: NreSrÆN(S): stE hllruDE: SIE LONOITUDEi ors1w: COUW: JURISDICfION: MOBILITIE 2S55REDHILLÀWNUE,SE 2OO cosTA MES, CÂ 926æ COIEN DESÆR (603) 3S2651 PUALIC ROW 55SmSTcEm PotM, oR 97502 ED 12' Z 3ø SS' t (23nÆl 12' í',357t W (-129W161 cÆ3w (w83) JACKSON COUW cEmPotMctw DO NOT SCALE DRAWINGS ãISTING DIMENSIONS I FIELD CONDITONS ON Itr m[tNG OF DISCffiPANCIES SEFORE PRæEÐING WB ffE WOKOR BE RESPONSIBLE FOR WE LOCATION MAPS SITE LOCAT¡ONVICINITY MAP PROJECT DESCRIPTION MOEILITIE PROPOSES TO ANACH ROPOSED EQUIMMfO A Xil Z'{ ÚILIW rcE WfrIN N SISTING RIOfr G WAY THE SCOPE W[ CffiIST OF frE FOINING: INSTAL ilE ilATAL dEINATI ilEIf,STM ONÊ INSTÀL ONE INSTAL ME ITSTAL ONE t)(1) (1) (1) (r) (1)t) OMXIÐIREdIMÆÑM UE REUY GPSffiNMEMOEWIOHætrEM{R OISCONNECT gWTtr AC DISNIBNþ¡ PNÉMEERSffi ENGINEERING æ12 treilA1lM BUILDING COæ æ14 MTIOW EEmlc[ cffi TtÆlA-zG-2 0R UfEST ÐlTlot LMBUILDINæUNING CODE DRAWING INDEX SHEET NO:SHEETTIÍLE TI NruSHffi f-2 GENEru NOES T¡GENMrcES T4 CCLEMCErcÉ TC-l trFrccomdPuts SIEPNS A-2 ELWATONS Dl rÀLs E-t UTILIW PNND ONE LItrE DIAGW G-1 GROUNDING PW DESIGN TEAM Dig Alert MOAtLfTtE, [c 2966 REO HILLAVENUE, SfE AX} COSTA MESA CA 9626 Pil: SnVETTE CUEZON PHOI'¡E: (562) 29S3645 EMAL: ry'vft døn@llbutilìly øn bsfoE y0 d¡9. C6llTF Woftng &F ffi You Dlgl 1-80o-STAKE-lT rdl¡l¡t¡ë intelligent infrastructure MOBILITIE, LLC T-2 DRAWN BY:BMG DATE:06/09/2016 REV DATE DÊSCRIPTION BY 0 6[Sru16 BMG ff IS A VIOLATION OF LAW FOR AI{Y PERSON, UNLESS THEY ARE ACÍING UNDERfHE DIRECTION OF A LICENSÐ PROFESSIOMT ENGINEER. TO ALTERTHIS TþCUMENT SITE ID: 90R8000908-A 55 S gTH ST CENTRAL POINT, OR 97502 S gTH ST & E PINE ST NEW WOOD UTILITY POLE GENERAL NOTES GEI{ERAL COI{STRUGT¡OII I'OTES ALWORK SruLCONFOW TOfHE REOUIREMEFS OF ffE LæAL BUILDING CODE, ßE UESf EDITIONND ALLOTHER ÆPLICÆLE CODES NO ORDIWCES COMMfrOR SruL CONSNUCT SIE IN ACCOÐANCEWN ilESE DMW¡NGSAND CONSNUCTION SPECIFICATIONS 8O.T11S-1 REV H NE SPECIFICATION IS BE RULING OOCUMEM ND NY OISCREPNCIES BffiEN frE SPECIFICATION NO frESE DMWINGS AHOULO BE BROUGfrfO frE AftMION OF frE ENGINEER PRIORfO PROCEEOING WIü CONSNUCTION COMMfrOR SruL VISINEJOE SIEND SilLL FNILIffiIU HIMSELFWIB [L CONDITIONSÆFECTING THE PROPOSEO WOK ND SHAL re PROVISIONS Æ fO ftE COSI NEREOF COMCÍOR SruL BE RESPONSIBLE FOR FMILIÆIZING HIMSELF WIff AL COMilCf OæUMEMS, FIELD CONDITIONS ND DIMENSIONS ND CONFIRMING ruIffEWORKUY BE ACCOMPLISHEDNSHOMPRIORTOPRæEEDINGWINCONSNUCTION NOISCREPNCIESSruLBEBROUOfrIOffE AMNTION OFNE ENGINEER PRIOR TOüE COMMENCEMEMOFWORK NO COMPENSATIONWILL BEAWffiOED USED ON CUIM OF UCKOF NOWLEME OF FIELD CONDITIONS PWS ME NOTTO BE SCAÐ THESE PWS ffiE IMENDÊD TO 8EA DIAGMMMIIC ONINE ONLY UNLESS OffERWISE NOEO üEWORK SruL INCLUDE FURNISHING ffiTERIAS, EQUIPMEffiANDÆPUREMNCES. ND WOR NECESWYIO EFFECT[L INSTAUTIONSAS INDICAED ON ffE DMWNGS OMER PROVIDED MERIISWLL ¡NCLUDETHE FOLLOWING, UNLESS NOED oÈERWtSE:a)RNSMIæR A) RF FILER C) HOSEND HOSE MIFOLOS (NY COPPER OR STELSECTIONS PROViDE BY COMqOR) D) UHFMNMNO MOUNTING BMCTS, GPSAffiNMSND XU ffiNMS E) UHFCOdñDHNGERS ÐßG2@ A 20s40 ELEfrRICA]ruSFORMERS (RE:E-2 FOR SPECIAIæDTmSFmERS PROVIDED BY COmCTOR) G) AUfOmnC ruSFER SWtrCH ANO GENEmTOR HiEautpMEM SHELER (SHELERS FURN|SHED tN FAfroRy w wAc EQU|PMEMNDELEcnIc[ olsmlBFloN PNEL) D IffiGUTED LOÐ CEffiR DIMENSIONS SHOM ÆTO FINISH SURFACES UNLES OfrERWSE NOEO SPACING BtrEN EOUIPMEM IS REQUIRED CLMCE. ÊEREFORE,IT IS CRITICITO FIELD ERIfl DIMENSIdS, SHOULD ftERE AENY QUESTIONS REffiDINGfrE COMMCT MUMENre. SISTING CONDITIONS ND/OR DESIGN INENT. THE COIMCTOR SruL BE RESPONSIBLE FOR OBTAINING ûEWORK DÍAILS ffiE IMNDED fO SHOW DESIGN IMM MODIFICATIONS MY AE REQUIRED TO SUIT JOB DIMENSIONS OR CONOITIONS,ND SUCH MODIFICATIONS SruL BE INCLUDEO N PÑOFNE WORK COMMCTOR SruL RECEIW CWIFICATION STffiTING WORK ON NY IEMS NOT CLERY IN WRITING, ND SHIL RECEIW IN MIING AffiORIAlOflTO PRæEED BEFORE OEFINEO OR IDEMIFIED BYÊE COMq MCUMEMS 20 coMmcfoRsruL MtNtMtæ DrsruruNcETo glsÏNc slE DURING CONSnUCTId EROSION COffiOL REQUIRED DURING CONSNUfrION SWL BE IN CONFORMCEWIü JURISDIfrIOW OR STAEND LæA EROSION NO SEDIMEMCONNOLND COOrcIMEO WIfr Læ[ REGUUTORY AffiORITIES MASURES, IF GUIDELINES FOR rE ff DIREffiD TE CORRECTIWACTIONS TO BE TreN 20R UNI LIG NG PERFORMING AL WORK NECESffiYFOR ÂCOMPLFENDWORKING SYSTEM 3 [LWORKSruL BE PERFORMED INACCOrcNCE WIft frE UEST EDITION OFTHE NECAND ilLCODES ND LOCA ORDIWCES OFNE LOCA POÆR åTELEPHONE COMPNIES UVING JURISDICTION NO SHÂTL INCLUDE BUT NOT BE LIMIED TO: C - MTIOW FIRE CODESA UL- UNOERWRIERS WOilTORIESB NEC. MIIOW ELECRICA CODE C NEM. MTIOML ELECRICA MUFAfrURERS ASSOC D OSM- OCCUPATIOW Wfl ND H4fr ACT E SBC. SÍNDÆ BU¡LOING CODE 4 æ NOISCIE ELECNICI DMWNGS, ffiFERTO SIT€ NSND ELWATIONS FOR ffiCf LOCATIONS OFAL EQUIPMEM, ND CONFIRM WÊ'CONSNUfrION WGER'NYSIZESND LæATIONS WEN NEEDED 5 qISÎNG SERVICES:COFMCTOR SULLilOT INERRUfr SISTING SERVICES WtffOFM[EN PERMISSION OF üE OMER GROUNDIIIG I'OTES lGcsruLUsEPERNEffiffireRToDMWTHELlNEsBflEENacHsEcTloNNDWELacHsEqloNcP..N''N.'1.1wtfr 1'H|GH LEmRS 2ALffiDwffiE}16sTAlNLEsSEEL,lNcLUDlNGLocKwÆHERs,coATÑLsURFAcEswlfrNMloxlDNcoMPoUNDaÈrong mrre. tL mRowffiE sruL BE sfAlNLEss SEEL 3/8 lNcH DNæR oR wGER 3 FOR GROUND BONo fO SEEL ONLY: INSERTA CÆMIUM FuT WASHER BilEEN LUG ND SEEL COAT AL SURFACES Wln N NTLOXIDN COMPOUND BEFORE MTING IWHENfrEscoPEoFwoRKREQUIRESTHEÆDlTloNoFAoRoUNolNGmToNÛlsTlNGulllilPoLE,frEsuBcmcToRsruLoBlAlNÆPRoVALFRoMffEWLIilPoLEowNERPRIoRToMoUMINGfrEGRoUNDINGBARToTHEWILIñPoLE. 5 AL ELECNICI NO GROUNOING ATfrE POLE SIE SWL COMPLYWüNE MTIOW ELECNICICODE (NEC)' MTIONA F¡RE PROECTTON NSOCIATION (NFPA)780 (UTEST EDITION), ND NUFACruRER. ÆomowloEa: 6ALDflAlLsÆEsHowNlNGENEruERMSAcruÆGRoUNolNGlNsfÄuTloNNDcoNsmucÏoNmYVÆYouEToslE SPECIFTC CONDITIONS TGRoUNDALMENMilSES'FwEs,cÆLERuNs,NDoTHERMflALlccoMPoNEmsUslNGf6GRoUNowREsFoLLowNENMND Bre MUFACTUER'S PilCfICES FOR GROUNOING REOUIREMEffiS. sÆLGRoUNDcoNNEcTloNssruLBE#6AWGUNoALwlREssruLaEcoPPERWTHfrHm[LGRoUNDwlREsru BE SOLID TIN COAED OR S]ruDED GRÉN INSUUED WIRE 0comcloRTowRlRANDESTGRoUNDTosoURcE'looHMsMAIMUM'PRoVIDESUPPLEMEffiGRoUNoINGRoDSÆREQUIREDToACHIEWSPECIFIÊDoHMsRæING.GRoUNDltGNDoilERofrloN[EsTlNGwlLLBEwlnEsEDBYftEÆPLICN EPRESEffiATIW 1O NOTIfl ÆCHIECTÆNGINEER IF BERE ÆE NY DIFFICULTIES INSTILING OROUNDING SYSTEM DUE fO SIE SOIL CONDIÎIONS llALHoRlzoMALYRUNGRoUND|NGcoNDUcToRssruLBEINsTeEoMlNlMuMluEELowGmffiRosT-LlNElNruNcH. U N O, NO BACK FILL SruL BE COMPACTED N REQUIRED BYÆCHIECT 12[LGRouNocoNDUffoRssruLBERUNAssTMlGfrNDsHoRTAsPosslBE,wlÊAM|N|MUMluBEf,olNGwlusNoTLESSMN æ DEGREES 13 SEM SruL BE: FOROlJmOR USE OR AS ÆMOVED BYÆPLIEFROJECÍ MMGER NECftONS).(LffG Bffiß) Fl[lNGS. l4ÀLCRIMPEDcoNNEcTIoNsSMLLMWEMBossEoWUFACTRERSDIffiKVISIBLEATTHEGRIMPNDwaffER-mæFEDwtn H4T SHRINK(RESULTING FROM USE OF PROPER CRIMPING WICES) 15 AL CONNECTION WDWÆE SMLL EmE 3-16 STAtrLES SrA (NOT A.IRCEDIO mGNm) 'u ?o"äi'",i"#åAå?lålli3frl,%Ìil WAER CONNECTIilS MUST BÊ ME ONflE STREÍSIDE OF MIN SHW-OFF VIW TESTIIIG AI'D ECUIPTEIIT TURI{ UP REQU¡NETEXTS lRFcÆLE'DATAffiLE,ruloEoU|PMEMNDscxMULEoulPMEmEsTlNGwlLLcdPLYwlncURGm|NDUSRYsrmomòs no on nosE srnDrcs G BE EQUIPMffi NUFACTE m PRovloED To nE cNRcroR ffilmfo ESTING 2coRcfoRWLLUsEfrEÆPRoPRIAECAIBMEoESINGEQUIfuEmINffEESTINGoFRFcÆLE,DATAffiLE'ruloEQuIPMEmNDmcKMULEQUIPMEffimTMEflINDUSnYsTNDffiDSoFßEMNUFAoTUEoRmSESTNI)Æ PROVIDED TONE CONRCTOR PRIOR TO ESTING 3comcTmfoWR|RNDREcoÐÆLEsTRESULßNomovlEilEsEtrsuLTswfrltfrEF|WeosEMPAcuGE 4[LPERSoNNELINvoLvEDINuEESTINGoFRFcÆLE,oATAcÆLE'roloEoulPMffiNDucKmULEC¡UlPwmW[æREQUIREDToMWaEENruNEDNDoRCERTIFIEDIf,BEffiæERIESTIf,GoFRFcÆLE'mTANE'mþEoulPMEffiND UCKUULEQUIPMEM SALEsTEsULfsSMLLBETIMESTAMPED.fficoRDEDNoTsEmDmIoRToSERGIZNGNDTRNUPGNEQUIilEilT 6GPsEQU|wEMlsNoTTosEEsrDm^ÍACHEDToNßltrGNR|NGEsTlNG,æITSoWLLDMGEffEGPSWIT TPRloRfoEsTlNGlFfrEcomcToRffiNQUEsTldsÆouTftEEsTlNGPRæEDURESTHwÆEToCALLNDGTANASISTNCE ROM A QUAIFIÐ DESIGNAED ESTIre æPRESHWIW 8 EOUIPMEM IS NOT TO BE ENERGIÆD UML [L ESfING ff BEEÈ CilPLftD' APMOWD ND ftE ÆMæRhE AMfiñ US BEEN NOTIFIED ND GIWS ÆPROVI TO ENERGÆNE EOUIPMEW- TISGELLAI{EOUS TATERIALS ELEGTR|CAL IIOTES 2 5 6 6 I COMCTOR SßL PAY FOR NY/AL ÆPROWO SUBMIf[S PRIORTOfrE PEilITS, FEES. INSPECTIONS ND ESf ING COMCTOR IS TO OBTAN PEMITS ND WORK BEGINNING OR ORDERING EQUIPMENT ilE ERM ?RovlDE. USED lN coNsRUcTloN DocUMEffis ND sPEclFlcATloNs, lNolcÂEs MTnE coMMcToR sruL FURNISH NO INSTAL LæÁ WLIW COMPNN/AL REQU S, MERS, SCHEOULEO æWIME FORTHE ICfS ON OFfrE CONSNUCfId WGER. P MINTMUM WIRE SIE SWL BE #12 AWG, NOf INCLUDING COMOL WRING, UNLES NOED OffERWISE ÀL CONOUfrORS SRL EECOPPERWIü TM INSUUTION OWLflBOÆS SruL BE PreSSED STEEL IN DRY LOCAIIONS, CÆT ILOY Wff THRæEO HUBS IN WDNP LOCATIONS NO SPECIA ENCLOSURES FOR OTHER CUSSIFIEDÆAS lf ls NoTfrE lNEffi oFffEsE PWsTo sHow EWRY MINoR DÍAILoFTHE coNsnucTloN, coffiilcToR ls ãPECED To FURNISH ND INSTALALL IEMS FORA COMPLæ ELECTRICA SYSEMND PROVIDEAL REQUIREMEMS FORTHE EOUIPMEM TO BE PUCEO IN PROPER WORKNG OROER ELECNICA SYSEM SHIL BEAS COMPLffiLYND EFFECTIVELY GROUNDED,Æ REOUIRED BY SPECIFICATIONS, SETFORff AY æPLICNT ALwoRKsWLBEPERFoRMEDBYALICENSEDELEcnIc[cotrRcToRlNAFtRsTcuss'WoRKNLITWNER'nE COMPLÍEO SYSEM SHAL BE FULLY OPEilIIWND SUBJECTTO REGUUTORYINSPECTION ND ÆPROVA BY CONSRUCTION WGER [LwoRKsruLBEcæRDlMEowßoüER]ruEsfoAvolD|mERFERENCEWfrfrEPRoGRE$oFcoNsnucloN COffiMCIOR SWL GUÀffiENY/ALL MERIIS NDWfrK FREEFROM OEFECTS FORA PERIOD OF NOI LESS]H ONE W FROM DAE OF ACCEPTNCE THEcoRREcTIoNoFNDEFECTSsTLBECoMPLFEDwIfroWNYÆDlllowGWGEÑDsruLlNcLuDEfrE RæUCEMEM ORNE REPAIR OFNY OfrER PffiE OFNE INSTAUTION, ffiICH MY MVE SEEN DMGED NEGIN NEQUAENDREoUIREoLIÆlLlñlNsUWcEsWLæPRoVIDEDFoRPRoEcTIoNAGANSÍPUBLIGLoSNDN/N PROPERñ DMGEFOR frE DUMTION OF WORK PROVIOE NO INSTAL CONDUIT, CONOUCTORS, PULLWIruS, BOES, COWR PUES NO DEVICES FOREL ONffiÆ INDICAED DITCHING ND MCKFILL: COMCTOR SruL PROVIDE FOR AL UNDERGROUND INSTILED CONDUITND/OR CÆLES INCLUD¡NG qCAVATIONND ilCKFILLING ND COMPACÍION. REFERfO NOES ND REQUIËMEMS'qCAVATION, ND AACGILLING. MERIALS'PRoDucTsNoEoUIPMENT.INCLUDINGÀLcoMPoNEmsffEtroF,SHILaENilNDSWLÆPffioNûELlsTor u r æpirowo trus No swl MEÍoR gcEEDftE REqUIEMEMS oFftE NEc. NEmNo lEcE COMCTOR SruL SUBMIf SHOP DilWNGS ffi MUFACruES CATAOG INFORMTION OFN/[L LIGfrING FIruRES. swlTcHEsND[LoffERELEcRlcÀIEMSFoRÆPRov[aYnEcoNslRucfloNWGERPRloRToINsTAuTloN NY CFING M PATCHING DEEMEO NECESWY FOR EEMICIWORKISüE ELECMICA CMCTORS æSPONSIBILIil ND SfrL BE INCLUDED IN frE COST FORWOKND PESOWEDTO NE SATISFACIION OFTE'CONSNUfrION WACER' UPON FINIACCEMNCE NE ELECNICI CORCTOR SruL WEL ÀL PNETS WIfl ONLY ñPMIMN DTREfrORIES AL ELEffiICAL WRING SWL BEüE RESPdSIBILIñ OF ftE ELEffiIil COMCTOR 24 olscoNNEclsWTcHEs sWL BE H P MEo Haw.DUw, QUICK.WNo QUIcK-BRwENcLosUREs' Æ REQUIæD BY æosuffirPE 25ALcoNNEqldssruLBEÆWfrAPRoEfrlWcoATlNGoFANNloxlDEcoMPoUNosUcHAs.No.oxlDEÆaY DffiBORNE CHEMICI CO. COATAL WIE SUtrACES BEFOÆ CONNEfrIilG. æOSED COPPER SURFACES, INCLUOING GROUND BNS, SruL BE RAED - NO SUBSTIMIONS æ üCilAYS: CdDUÍ SHIL BE SCHÊOULE æ ryC ACH END OF SPffiEND EMry CONOUITS NO PU CONDUIT EENDS 8ru1BEA MINIMUM OF 2 fr. SÍEEL. AL FITINGS SWL AÊ SUIIÆE FG USE rcOLD GÆV 27 SUPTRÍ OF [L ETEMICIWORKSWL BEAS EQUIRED BY NEC 28 $DUCTORSi COmgOR SruLUSE S% CONOUCTTVTñ COPPER WilñÆflMN lNsuuTloN,6mvoLT. colæ coDED USE SOLID CONDUffORS FORWE UP TOND INCLUDING NO.8 AWG USE S]NDED CONDUCTMS FOR WIREÆOVE NO. SAWG æ CONNEqORS FOR PffiR CONDUCTORS: COMmCTOR SffiLUSE PRESSUreTWE INSUUEDMST-N CONN€CTORS FG No 1OAWG NO SWLER USE SOLDEruES MECffiiCAERMIW LUGS FOR NO 6 AWG ND WGER S SERVICE: 1æ/240V, SINGLE PHASE,3WIRE CONNEfrION AVAIWLE FROM UILñ COMPAW OMER OR OWERS AGEMWLL æPLY FOR rcWR 3i ELEPHONESERVICE:COMfrOR SilLL PROVIDE EMñ æNOUITS Wfr PUI STRINGS AS IÑDICAED ON DMWINGS 32 EECNICINDELCO MCSAYS TO AE AURIÐ AMINIMUM OF Z DEPü $comcfoRsruLPucEMoLENGTHSoFwffiNlNGTÆEATADEmSIzBELowGRoUNDNDDIGmYÆowELECNICAND ELCO SERVICE CONOUITS. CAUfIONS TÆE IO IlærcANION SURIED ELECNIC'OR'BUR¡EOËCOMF g AL BOLTS SruL AE }1 6 STAINLES SEEL PROJECTWGER OR ENGINEER FOR GU¡DNæ S COMCTORSruLSUPERVISEANDDIRECTüEWORKUSINGüEBESTCOilSIRUCIIONSKILLSNOAÍEMION COMCTOR SruL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MilS, MfrODS, ECHNIQUES, SEOUENCESND PROCEDURES ND FOR CæRDIMINGALPORIIONSOFfHEWORKUNDERCOMCT. UNLESSONERWSENOED 9 COMMCTOR SruL BE RESPONSIBLE FOR ffE SffiOFftE WORKÆ4, ADJACEffiÆæNO AUILDING OCCUPNSTUT ÆE LIGLYTO BEAFFECED BYNE WORK UNDER THIS COMCT WORKSWL CONFORMTO[LOSM REQUIruMEMS 1O COMMfrOR SruL C@RDIMEHIS WORKWIN üE SUPERIffiNDEMOF BUILDINGS ÀGROUNDS NO SCHEDULE HIS ACÍIVITIESNDWORKINGHOURS INÀCCORDNCEWIfr flEREQUIREMEMS '1 COffiMfrOR SWL BE RESPONSIBLE FOR COOROIMTING HIS WORKWiÊ ftE WORK OF ONERS Æ tr MY REUE TO reIO EQUIPMEM.ffiNMS ND N OfrERPGTIONS OFBEWORK 12 INSTALAL EOUIPMEMAND MERIIS IN ACCORDNCEWft NUFACruRERS RECOMMENDATIONS UNLESS SPECIFICALY OfrERWISE INDICATED ORffiERE LæA CODES OR REGUUTIONSTÆ PMC€DENCE 13 WENECESWYPROVISIONSTOPROECTqISTINGSURFACES.EQUIPMEM,IMPROWMEMS.PIPINGFCNDIMMEDIATELY REPÂIRNYDMGEMTOCCURSDURING CONSRUfrION 14 INDRILLINGHOLESIMOCONCRffiWHflHERFORFASENINGMNCHORINGPURPOSES,ORPENffiTIONSffROUGHüE FLOOR FORCONOUIT RUNS, PIPE RUNS, FC, MUST BE CLæLY UNDERSTOOOfMTÈINFORCING SEEL SULL NOT BE DRILLED INTO, CWOR OMGED UNDERNY CIRCUMSÍNCES (UNLESS NOED OTHEMISE) LæATIONSOF ffiINFORCING SEELÆE NOT DEFINIELY NOWN ND THEREFORE MUSÍ BE SffiCHED FOR BYÆPROPRIAE Mf,HODS ND EQUIPMENT 15 REPAIRAL SISTING WIL SURFACES DMGED DURING CONSNUfrION SUCH MINEY MTCH ND ALEND IN Wfr ÆJACEM SURFACES 16 S4 PENMTIONS ffROUGH FIRE MTEDffiAS WIfr U L LISEOND FIE CODE ÆPROEO MERIAS 17 reEP COMCTNACLil, llmo FREE, ND DISPGE OFATLDIRT. DEBRIS,NO RUBBISH EQUIPMEM NOTSPÊCIFIED AS REMAiNING ONfrE PROPERW OF ftE OMER SHIL BE REMOVED LAW PREMISES IN CLil CONDITION ND FREE FROM PAIif SPOTS. DUST, ORSMUDGES OFNY MruRE COMqOR SruL BE RESPONSIBLE FOR MffiAINING ÀL IÉS UMIL COMPLETION OF CONSNUCTION 18 MIilIMUM AEND rcIUS OFAÆNM CÆLES SWL BE IN ÂCCORDNCE WIN CABLE NUFAfrURERS reCOMMENDATIONS I9 AL SISTING IUCTIW SffiR, WAER, dS. ELEffiIC ND OBER UILITIES, WHICH IffiRFERE WN flE æCfrION OF NE WORK, SruL BE REMOWO ND/OR CÆPEO, PLUGGEO OR OfrERWISÊ DISCOMINUED AT POIffiS MICH WILL NOT INERFERE W¡frIHE æCWION OFNE WOtr, SUilECTTO ÆPLICABLE REGUUIORYAffiORITIES L 10. 11. 12. 13. 14. 16. 17. 18. 19. 21. 2. 23. 21 AL CONSTRUCTION IS TOÆHEreTOÆPLICNS IMGMED CONSNUCTION SÎNDNDS UNLES STAECODE IS MOre SRINGEffi 2 frE IMMGNE PWS ND SPECIFICATIONS IS fO PERFOMTHE CONSMUCTION IN ACCORDNCE PER STATE BUILDING STNOMS CODE, TINES 19ND 24, STAE CODE OF REGUUTIMS SHOULDN COilDITIONS DMLOP NOT COVEED BYNE ÆPROWD PWSAND SPECIFICATIONS ffiEREIN NEFIilISHEDWGKWLL NOT COMPLY PER STAE CODE OF REGUUTIONS, A CMGEORDER DflALINGNDSPECIWINGTHE RÊOUIRED WORKSWL BE SUBMIMDTONOÆPROWO AY frEJURISDICTION BEFOffi PRæEEDING WIfrilE WOtr rdt¡l¡t¡ë intelligent ¡nfrastruc'ture MOBILITIE, LLC DRAWN BY:BMG DAÍE:06/09/2016 REV DATE DESCRIPTION BY 0 60m16 BMG SHEET TITLE GENERAL NOTES SHEET NUMBER T-3 UW FOR ANY TO ALTERTHIS DOCUMENT UNLESS THEY ARE ACfING UNDERTHE DIRECÍON OF A LICENSED PROFE$SIONAL ITE ID: 9()R8000908-A 55 S gTH ST CENTRAL POINT, OR 97502 S gTH ST & E PINE ST NEWWOOD UTILITY POLE stTE woRx taolEs M NOT qCAVAEOR DISruRA AflONDNE PROPERWLINESOR LæE LINES. UNLESS OfrERWSE NOEO æ NOT SCAE BUILDING DIMENSIONS FROM OMW¡NG SIÆ. LOCATIONND MÊ OFNY UNDERGROUND UTILITIESOR IMPROWMEMS SML BE ACCUMELY NOED ND PUCED ON æ-sllLr omwltes gv cENEru comcroRND lssuEo roÆcHlEclÆNGINEER ar coMPLETIoN oF PRoJEcr' AL qISTING WLITIES. FACILIÍIES, CONOIÎIONSNDüEIR DIMENSIONS SHOM ON PWS MW, BEEN PLOftO FROM AVAIÆLE RECORDS. frE ENOINEERND OWIER ASSUME NO RESPONSIBILIW WTSOMR ÆTOilE SUFFICIENCY OR ACCUMCY OFÊE INFOMTION SHOM ON THE PWS OR frE NNER OFüEIR REMOVAL OR ÆJUSilEF. COMMCTOR SruL AE RESPONSIALE FOR DæRMINING æCT LæAfION OF[L qISTING UTILtrIES ND FACILITIES PRIOR TO STffiTOF CONSNUffION COMfrOR SfrLÀSO OBTAIN FROM ilCh WILTCOMPN DflAILED INFORMTION REUTIWTO WORKING SCHEDULES NO MffiODS OF REMOVING ORÆJUSTING qISTING UILITIES COMqOR SMLWRItrÆL qISTING WILITIES SON HORIZOÑALYND WRTICALLY PRIOR TO STÆIOF CONSNUCÍION N OISCREPANCIES OR MUBTS NTOfrE IMRPRfrATION OF PWS SruL BE IMMEDIAELY REPOREOTONE ÆCHIECfÆNGINEER FOR RESOLUTION ANO INSNUCÍION, AND NO FURTER WORKSruL AE PERFORMED UMILilE DISCREPNCY IS CHECGDAND CORREMD BYftEÆCHIECTENGINEER FALURETO SECURE SUCH INSNUCTId MilS COMCTOR WLL ilE WORGD AT HISER OWN RISK ND gÆilSE COMCTOR SHIL CAL LOqL DIoGER HOT LINE FOR WLIW LOCATIONS ß HOURS PRIORTO STffiIOF CONSTRUCTION ÀL NMND qISTIÑG UTILIñ ANUCruRES ON SIEND INMAS TO BE DISruRBED BY CONSNUCTION SruL BEÆJUSEO TO FINISH ELEVATIONS PRIORfO FIW INSPECTION OF WORK OMING OFTHE SIEWORKMA ISTOAE SMæBND COMINUOUS IN SLOPEND IS TO FAßER INÍO qISTING GæES AT ALEMPOMRYqCAVATIONS FORfHE INSTAUÍION OF FOUNDATIONS, FILITIES, EC , SruL BE PROPERLY UID BACK OR aücED tN ACCORDANCEWß CORRECT OCCUPATIOW WflAND H4nÆMINISRTION (OSU) REQUIREMEMS Nil GMES NOT IN BUILDING ND DRI\HAY IMPROWMEM MTO BE ACHIEWD BY FILLING WIN APPROWO CL4 FILL ND COMPAMOfO 95% OF STANDMD PROCTOR DENSIW [L FILL SßL BE PUCED IN UNIFORM LIflS frE LIf,STHICNESS SHOULD NOTqCEEDMTWHICH CN BE PROPERLY COMPACED fHROUGHOW ITS EM¡RE DEfrH WITH flE EQUIPMEffiAVAIUBLE N FIIS PUCED ON AISTING SLOPES NATÆ SEEPER]N 1O HORIZOMATO 1 WRTIC{ SMLL BE PROPMLY BENCHED IffiO frE ãISÎNG SLOPE Æ DIREMD AY A GEOTECHNICA ENGINEER COMCTOR SruLCLil EMIRESIEÆRCdSRUCTION SUCHMT NO PÆERS, ruH, WEEDS, BRUSH ORN OTHER OEPOSIßWLL REMIN AL MERIAS COLLECED DURING CLilING OPEüTIONS SWL BE DISPOSED OF OFFSIE AYilE GENEruCONRCTOR [LNEESND SHRUBSWICH ME NOT Iil DIRECT CONFLICf WfrüE IMPROWMEMS SHÀL BE PROECED AYfrE OENEru COWCTOR AL SITEWORKSruL BE CÆFULLY CæRDIMED BY GENEru COMCÍMWT LOC{ FILIñ COMPN. ELEPHONE COMPNY, ND N ONER UTILIW COMPNIES ilVING JURISDICÍION OWRüIS LMÎON EXVtROtatELTAL LOTES 1 AL WGK PERFORMÐ SruL BE MNE INACCORDNCEWff ISSUED PEffiÍS frE COMCTOR SWL BE RESrcNSISLE FOR PAWEMOF FINES ND PROPER CLil UP FORÆAS IN VIOUTION 2 COMCTORND/OR DMLOPERSruL BEreSPONSIBLE FORCONSNUCTION ND MiMWCE OF EROSIONNO SEDIMEffiATION COMOLS DURING CONSNUCTION FOR PROECTION OFÆJACEMPROPERTIES, ROrcWAYSND WAERWAYS ND SruL BE MffiANED IN PUCEftROUOH FIW JURISDIqþW INSPEfrION â RELASEOF SIE 3 COMCTORSMLL INSTAUCONSNUCT[L NECESYSÐIMEM/SILTCOMOL FENCING NO PROECÍIE MæURES WüIN ftE LIMIIS OFSIE DISruRNCÊ PRIORTO CONSNUCÍION 4 NO SÐIMEM SULL BE ALOMO TO ilIT TE PROPERñ frE CMCÍOR IS RESPONSIBLE FOR TMING ÆEQUAE MASURES FOR COMOLLING EROSIil ÐDITIOW SEDIMEMCOMOL FENCING MY AE REQUIGD IN NYÆæ SUBJECTTO EROSION 5 IHE COMCTOR IS RESPOilSIBLE FOR MINTANING POSÍIW DMIMOE ON NE SIE AT AL TIMES Wfr SILTND EROSION COMOL MEÂSURES MFAINED S frE MMSRW SIDE OF SIE DUMGE N DMGE TO ÆJACENT PROPERW Æ A ESULTOF EROSION WILL AE COREMAlfrE COMCTORS qPENSE 6 COMCTOR SruL BE RESPOTSIBLE FORDAILY INSPECÍIONS ND N REPAIRS OFAL SEDIMEffiCONNOL MæURES INCLUDING SEOIMEM REMOVIÆ NECESSÆY 7 CLffiING OF WGFATION NDTREE MMOVÀ SruL AEONLYÆ PERMIED ND AEHELDTOAMINIMUM ONLYNEES NECESWY FOR CONSNUCTId OFüE FACILIIIES SruL BE ËMOWD 8 SEEOINGND MULCHINGND/OR SOODING OFBE SEWLL BEACCOMPLISHED AS SæNAS POSSIALEÆRCOMPLSION OF BE PROJECT FACILITIES ÆFECTING NO DISruRNCE 9 COMfrOR SWL PROVIDEAL EROSION ND SEOIMEMATION COMOL MEASURES AS REOUIRED BY LOC[, COUW AND STAECODES ÑD OMIWCES TO PROECTEMNruEffi FROM SIL LOSS NDfO PRWEMACCUMUUTION OF SOILAilD SILT IN SRWS NO DMMGE PAffS LAVINGftE CONSNUfrION M THIS MY INCLUOE SUCH MASURESÆ SILT FENCES. SRW4E SEDIMEM ffiIERS, ND CHECKDSS 10 RIP æ OF SIæS INDICAED SHilL CONSISÍ OF CLil, lÆ, SOUND, DUWLE, UNIFORM IN QUAIW STONE FffiE OF NY DERIMEffiIQUAMROF SOFT, FRIÆLE, NIN, ELONGAED OR WIUED PIECES, OISIMEOSED MTERII, ORGNIC MffiR, OIL, AruI, OROftER DELftRIOUS SUBSTNCES 11 GCTOPUCEFILTERMERIAATALCATCHBÆINSÐJACEFTOCONSNUCTIONSIEfOPMMSOLIDWASE COMNIMTION FROM EMRING SffiR SYSEM ÀLäcAvATloNs PREPÆD FoR PucEMEmoF coNcRflE sWL BE oF UNDISTURBED solLs, SUBSTNIALY HoRlzoffiA NDFREEFROMNYLæSE,UNSUIÍÆLEffiERIilORFROÆNSOILS'NOWIBOUNEPRESENCEOFPOUNDINGWATER'DMAERING FOR SCESS GROUilDWAER SruL BE PROVIDEDWEN REQUIRED. COMPACIION OF SOILS UNDER CONCRffi PÆ FOUNOATIONS SffiL NOTBE LESS]w 95% OFilEMODIFIED PROCTOR WIMUM DRY DENSIWFOR GE SOIL INACCOruNCE Wfr ASil D1557 CONCREE FOUNDATIONS SULL NOT BE PUCEO ON ORGANIC OR UNSUITABLE MERN IF IWEOUATE BffiING CÆACIÌ IS RACHED ATTHE DESIGNED EXCAVATION DEM. NE UNSAIISFACTORY SOIL SMf,L BÊ äCAVAED TO IfS FULL DEPTH ND E|ñERaEREPucEoW|THMEcfflc[LYcoMPAcEDGNUWmTERlAoRfrEgcAvATloNsuLLaEFiLLEDwln CONCRæ OF THE SNE WPE SPECIFIEO FOR üE FOUNDATION CRUSHED STONE MY BE USED TO STAAILI4 ftE BOfrOM OF fHE qCAVATId NY STONE SUS BASE MERII, IF USED, SruL NOT SUBSTI]m FdR REOUIREO frICKESS OF CONCRffi AL FILL MERIASND FOUNDATION &CK FILL SruL BE PUCED IN WIMUM 6TICKLIF]S BEFORE COMPAfrION. ÉCH LIfl SWL BEWMO IF REQUIREDND COMPACEDTO NOILESSHN 95% OFftE MODTFIED PROCTOR WIMUM DRY DENSIW FORSOIL INACCORDNCE Wß ASil D1557 ilEMY PUCED CONCRM FOUNDATIONS SHAL CUREA MINIMUM OF 72 HRS PRIORTO BACKFILLING FlNlsHEo srNDlNG WAER BEFIW (FlNlsH) ÉWATIO CEWR FINISH GNEOF COilCRæ PÆS SWL BE SURFACE FILL GMWL TO €STÆLISh SPECIFIED ELWATIONS WHERE reQUIRED fttN#L COMPOUND: FDOTME NO 67 FORACCESS DRIWffiA lNNffiasToRECE|WFILL,REMowALwGFÂTloN,ToPsolL,DEaRls'wgNDUNsTlsFAcToRYsollmERlÀs' óæNUCTIó¡S, NO OCLæ¡iIOUS MrNI¡rS FROM GROUÑD SURFACE. PLOW SNIP OR BffiUP SLOPEO SUtrACES SÉPER.ru r wnttcÀLrol goRtzom[sucHftAT FILL mER¡[wLL alND w[H qlsllNæÆPÆEDsoll sutrAcE wHEilsUBGmEoRPREPÆEDGRoUNoSURFACEHAsADENsIwLEss]WnATREQUIREoFoRffEFILLMERII'scNlflûE GROUNO SURFACE TO DEPfr REQUIRED, PULWRI4, MOISruRE-CONDITION ND/OR ÆRAE ffE SOILS ND ÆCOMPACT TO ftE REQUIREO DENSIñ PRIOR fO PUCEMENTOF FILLS PEMNONS, REPUCE SS ND COMPAfrION AS ãtsTtNG GMWL SU NFAVOWLE M@ffis oF oRGN NISH ANY ÆDtTtow GMEL ROUGHOUT SIE GUWL SUB S BEFOE GMWL SURFACING IS HLYCOMPACEONDN DEPRESSIONS RIÀ' GMWL SUffACING MERIÁ SULL NOIBE USED FOR FILLING DEPRESSIONS IN flE SUE GME , USEPNKINGREPAIRN RS OPEMTIONS DMGETO SISTING SNUCruRESND/OR MILIIES RESULfING FROM COffiMqORS NEGLIGENCE SULL BE REPAIREDND/ OR ffiPUCED TO ilE OWNERS STISFACTION AT NO ÆOITION COSTTO ffE COMCT [LSUIÍÆLE BORROW MERII FOR BACK FILL OFftE SM SWL BE INCLUDED INNE BID. qCES TOPSOILND UNSUITÆLE MERII SruL BE DISrcSED OF OFF SITEATLMTþNSÆPROWO SY GOWRNINGAGENCTESAT NO ÐDITIOW COSTTOûEcomfr FOUl{DATIOì,EXC^VAÎ!O]{ AXD B^CXF¡LL LOIES I ÁL FIW GMDEO SLOPES SruL BEA MüIMUM OF 3 HORIZOMATO I WRTICN 2 1 2 3 1 3 5 4 6 7 I 6. 7. 8. s. t0 11 12 11 15 9. 10. 11. 12. 13. 14. 15. 16. wto-1 z =€€@@600@0 O-1. O @oooo o@@oo z =++6 @ O @ 6 E O-*O O O @ O @ @ O @ I 200'158' (Lr) w20 l * 'ROAD WORK 1 MILE'sign may be used as an alternate to the "ROAD WORK AHEAD' sign*i 500'beyond the "ROAD WORKAHEAD" sign or midway between signs, whichever is less*tt "BE PREPARED TO STOP" sign may be omitted for speeds of 45 MPH or less GENERAL NOTES BUFFER SPACE Speed (MPH) Distance (ft ) 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 il5 70 730 1 Work operations shall be confined to one traffic lane, leaving the 5. opposite lane open to traffic. The two channelizing devices directly in front of the work area and the one channelzing device directly at the end of the work area may be omitted provided vehicles in the work area have high-intensity rotating, flashing, oscillating, or strobe lights operating. 2. Additional one-way control may be effected by the following means:r Flag-carrying vehicleo Official vehicleo Pilot vehicle. Traffic signal 6. For general TCZ requirements and additional information, refer to MUTCD. DURATION NOTES 1. 'ROAD WORK AHEAD" and the'BE PREPARED TO STOP" signs may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less b. Speed limit is 45 MPH or less c. No sight obstructions to vehicles approaching the work area for a distance equal to the buffer spaced. Vehicles in the work area have high-intensity, rotating, flashing, oscillating, or strobe lights operatinge. Volume and complexity of the roadway has been considered When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. LEGEND l l- + CHANNELIZING DEVICE SIGN WORK SPACE FLAGGER DIRECTION OF TRAFFIC 3. The "ONE LANE ROAD" signs are to be fully covered and the "FI-AGGER' signs either removed or fully covered when no work is being performed and the roadway is open to two-way traffic CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2'OUTSIDE THE EDGE OF TRAVEL WAY 4. When a side road intersects the roadway within the TTC zone, additional TTC devices shall be placed in accordance with applicable TCZ lndexes. ROAD WORK AH tAD ROAD WORK AH EAD €r DISTANCE BETWEEN SIGNS Speed (MPH) Spacing (ft.) A B c D 40 or less 200 200 200 100 41 to 49 350 350 350 175 50 to 54 500 500 500 250 55 or greater 2æO 1640 1000 500 TABLE 1 DEVICE SPACING Speed (MPH) Max Distance Between Devices (ft.) Cones or Delineators Type I orType ll Banicades or Vertical Panels or Drums Taper Tangent Taper Tangent 25 to 49 20 50 20 50 50 or greater 20 50 20 100 I rdr¡tit¡ë ¡ntelligent infrastructure MOBILITIE, LLG DRAWN BY:BMG DATE:06/09/20'16 REV DATE DESCRIPTION BY 0 ffi[gæ16 BMG SHEET TITLE TRAFFIC CONTROL PLAN SHEET NUMBER TG.I ¡.ÂW FOR ANY PERSON, TO [TÊRTHIS DOCUMENT. UNLESS IHEYARE ACTING UNOERTHE DIruCTION OF A LICENSED PROFESSIONAL SITE ID: 90R8000908-A 55 S gTH ST CENTRAL POINT, OR 97502 S gTH ST & E PINE ST NEW WOOD UTILITY POLE TRAFFIG GONTROL PLAN (E) PARKING LOT NEW OVERHEAD POWER LINE, OVERHEAD DROP WILL USE A NEMA.3R ON THE POLE \ q-- (E) BUILDING s ù 4 É EXISTING UTILITY POLE AND NEW POWER P O C. EXISTING TREE TYP NEW EQUIPMENT MOUNTED TO NEW WOOD UTILITY POLE \ ++I \.4-'\¿ ,s -.4 A (E) BUILDING EXISTING CURB ryP \\\PRIVAIE DRIVE TYP \ (E) BUILDING (E) PARKING LOT @ NEW EQUIPMENT MOUNTED TO NEW WOOD UTILITY POLE4oh/ oa Â EXISTING TREE TYP. NEW OVERHEAD POWER LINE, OVERHEAD DROP WILL USE A NEMA-3R ON THE POLE \ EXISTING UTILITY POLE AND NEW POWER P.O,C. \'\ \ I ,v \ ù a EXISTING CURB TYP, \ K EXISTING CONCRETE SIDEWALK 4o,,A \¿ \t.4 \ %2 A \(E) BUILDING v \^'o4 1 rdl¡l¡t¡ë inlell¡gent infrastructure MOBILITIE, LLC DRAWN BY:BMG DATE:06/09/2016 REV DATE DESCRIPTION BY 0 m[0/20i6 BMG SHEET TITLE SITE PLANS SHEET NUMBER A-l FOR ANY PERSON, TO ALTERTHIS DOCUMENT UNLESS frEYARE ACTING UNDER THE DIruCTlON OFA LICENSEO PROFESSIOW SITE ID: 90R8000908-A 55 S gTH ST CENTRAL POINT, OR 97502 S gTH ST & E PINE ST NEW WOOD UTILITY POLE 2415 SCÀE: 1/8'= 1'{' 11ì1r SCAE:1/1ö = 1'û2SITE PLAN24'rS' SCñE: 3/16' = 1'{' 11'x1r SCñE:3ß2'= 14'ENLARGED SITE PLAN NEW OMNI-DIRECTIONAL ANTENNAAþ/TO. AGL NEW ANTENNA MOUNTÀþr' E D__çEIIER oF ¡lEw-9Ul!:DlEcrloNAL:4N'T¡¡D4-å, ZSrrO¡TO¡_-\Z T.O. NEW COAX CABLES NEW 1 /¿'SCH-80 PVC DUCT FOR OMNI-DIRECTIONAL ANTENNA COAX CABLES NEW OVERHEAD POWER SERVICE DROP. NEW POWER POC NEW 72'-O'DOUGLAS FIR UTILITY POLE NEW FCC RF NOTICE SIGNAGE NEW UE REI-ÂY NEW UE RELAY STAND OFF ARM POWER SERVICE @ NEW POLE STEPS PER NEW CAT-5e ETHERNET LINK GO95 -9E|,¡IEEU,¡E9F_WE4?åXffi + NEW GPS ANTENNA @ NEW PVC WEATHERHEAO NEW REMOTE RADIO NEW 1'SCH-80 PVC CONDUIT FOR POWER SERVICE TO NEW RADIO HEAÍ) HEAD @ cENr€R oF NEw tc slsfRlE_urtoH#cEf+ -CENTER oF NEJV llEIìrA-3¡ D-EçgNEcr swlr,çH lh9'4"AGL \7 NEW AC DISTRIBUTION PANEL 2'ø RtGtD GALVANIZED STEEL (RGS) CENTER 9!: NEW METEjrffi+ NEW NEMA.3R DISCONNECT @ SWTCH NEW METER SOCKET @ EXISTING GUTTER EXISTING CURB Yr'scH{o NEW 5/8'øx8'{' COPPER-CLÂÍ) STEEL GROUND ROD S]TE lD: 9ORB000908 3'EÑ¡CMES rC.B¡Ymi¡li FROIJI PANEL IXXER PÆ{EL NOTE: ALL EQUIPMENTTO BE SECURED TO THE POLE WITH THROUGH-BOLTS I FOTIIÞMFNT DISCONNF C T d¡4.db- gúiffiÉhôiÈ¡# AVTSO DISCONNECT SWITCH PANEL DETAILS NEW OMNI-DIRECTIONAL ANTENNA T @ NEW ANTENNA MOUNT B¡D_-9EIIER oF r,¡EW eutlL-DlEclo! L_A!IEIU4-À73'-1o;TGf,\r @ SEE DETAIL'A' T O NEWWOOD UTILITY POLEÄ 72'-O'AGL Y NEW COAX CABLES NEW 1 /¿ " SCH{O PVC DUCT FOR OMNI-DIRECTIONAL ANTENNA COAX CABLES NEW OVERHEAD POWER SERVICE DROP. NEW POWER POC NEW UE RELAY/ã\@ DETAIL'A' NEW FCC RF NOTICE SIGNAGENEW UE RELAY STAND OFF ARM/iì\H NEW CAT-5e ETHERNET LINK - cENl'ER !¡ r'lEW_UE RELAY ór7'-6'AGL\f NEW GPS ANTENNA NEW 72LO'DOUGLAS FIR UTILITY POLE cEr,¡rEEt! N ElF_ri EW¡4?å?.çç_ NÊW REMOTE RADIO @ DETAIL'B'SEE DETAIL'B' NEW 1'SCH-80 PVC CONDUIT FOR POWER SERVICE TO NEW PVC WEATHERHEAD NEW RADIO HEAD NEW POLE STEPS PER GO-95 'CA ONLY' NEW AC DISTRIBUTION ë' AC CENTER OF NEW NEMA-3R NEW NEMA.3R DISCONNECT @ SWITCH SEE DETAIL'C' CENTER OF NEW METER ,ffi+ 2'ø RtGtD GALVANIZED STEEL (RGS) NEW METER SOCKET DETAIL'C' /r'scH-Bo NEW 5/8'øx8!0' COPPER-CLAD STEEL GROUND ROD EQUIPMENT CHART QUANTIry DESCRIPTION CABLE LENGTH DIMENSIONS (HxWxD)WEIGHT 'l ALPHAWIRELESS AW3477.S OMNI-DIRECTIONAL ANTENNA TBD 29 5'X4 5'ø 88LBS 1 AIRSPAN IR46O UE RELAY TBD 13" X7'X7'88LBS 1 PCTEL 3971D-DH-W GPS ANTENNA TBD 248',X2ß'ø < 11 LBS 1 AIRSPAN AHlOOOD REMOTE RADIO HEAD TBD 189"X9ô'X748"34.14 LBS '|RAYCAP RSTAG311,I-P-120 AC DISTRIBUTION PANEL TBD 13,1',X 11 4'X44'-5 LBS '|EATON.COOPER'B-LINE' U114TB METER SOCKET TBD 24" X'12" X463"21 LBS 1 SIEMENS GNF321R NEMA-3R DISCONNECT SWITCH TBD 99'X8.8'X45'24 LBS /, ld¡ilit'þ intelli gent infrastructure MOBILITIE, LLC DRAWN BY:BMG DATE:0ô/09/2016 REV DATE DESCRIPTION BY 0 æ[M016 BMG ELEVATIONS A-2 fttsA UNLESS THEY ARE ACTING UNDER THE OIffiCTIO¡I OF A LICENSED PROFESSIOML ENGINEER, fO ALTERTHIS DOCUMENT SITE ID: 90R8000908-A 55 S gTH ST CENTRAL POINT, OR 97502 S gTH ST & E PINE ST NEW WOOD UTILITY POLE 24'tr'SCAE: g8' = 1{' 11'117'SCÀE: giı = 1'{24aS' SC[E: 3/8' = 1'{'2 IIEW NORÎH ELEVATIONNEW WEST ELEVATION MANUFACTURER: PCTEL MODEL: 3971 D-DH-W (ORAPPROVED EOUAL) HEIGHT: 2.48 lN DIAMETER: 2 36 lN WEIGHT: 0.11 LB G*r=J 24',ø ELEVATION ELEVATION ATTACHMENTBOTTOM PLAN N @ SEE ENTARGED _l BOTTOMFRONT I G€f PLAN MANUFACTURER; ALPHA WIRELESS MODEL:4W3477-S HEIGHT: 29.5 lN DIAMETER:4 5 IN ø WEIGHT: I I LBS MOUNT WEIGHT: 1.'l LB îar¡inp'\- rrr:r:ts trrot¡il¡t¡e ln case of emergency contact: EMAIL: NOC@MOBILITIE.COM PHONE: 1877l. 2M - 7889 SITE lD: 9OR80009084 OYUNER / OPERATOR NOIE: SITE lD LABEL TO BE AFFIXED WITH TZøS241 LABELING TAPE OR EOUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST lSmm WDTH WITH EXTRA-STRENGTH ADHESIVE- USE ANY COMPATIBLE P-TOUCH LABEL MAKER, TEXT SHOULD BE PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT OF 1/2'. 5L L 11 -l ¡- -l ¡- (tr)) Stay Back Radie.frequency energy may exceed exposure limits. lf qu€st¡ons, æntact fac¡l¡ty ownsr. oo NOTICE ANTENNA SIGNAGE: ON WOOD POLES - SIGN ON ALUMINUM WITH SS SCREW TO THE POLE ON METAL POLES - ADHESIVE VINYL OR PLACARD STRAPPED WITH SS TIES ON CONCRETE / COMPOSITE - PLACARD STRAPPED WITH SS TIES SIGN PLACEMENT: AFFIX TO THE STRUCTURÊ }4' BELOW THE COMMERCIAL RF ANTENNA(S) SIZE APPROX. 8" x 5.5' SCALESCALE 4 N.T.S. tlGPS ANTE]{]{A OMN I.DIREGTIONAL A]{ÎENNA7ETERGEI{GY GONTAGT SIGI{N.T 1 A]{TEN]{A SIGilAGE MANUFACTURER: AIRSPAN MODEL: AH '1000D (ORAPPROVED EOUAL) HEIGHT:18.9 lN WIDTH:9.6 lN DEPTH: 7.48 lN WEIGHT:34 14 LBS MOUNT WEIGHT:2.04 LBS @ BACK FRONT SIDE PLAN ACiDC CONVERTER o 10" È I J NEW GPS PER MANUFACTURER'S APPROVED SPECS MANUFACTURER: AIPHA WRELESS MODEL:4W3477-S PTM (ORAPPROVED EOUAL) HEIGHT:2I.5 IN WIDTH:3-15|N DEPTH:7.1ô lN WEIGHT:1.1 LB îaulna\þ rrr:rrrr rö PLAN f ,'"1 FRONT SIDE MANUFACTURER: ALUMA-FORM, INC, MODEL: CAM-OMN-42 (OR APPROVED EOUAL) HEIGHT:24 lN WIDTH:8lN WEIGHT:24.,18 LBS AIA. ATUMA-FoRM. TOP -1-ï I ¡- I ¡- SIDE FRONT ISO SIDEELEVATION PLAN 122' I¡ T E HEIGHT:24|N WIDTH:12|N DEPTH:4-6í| lN WEIGHT;21 LBS SCALESCALE 2N.T.S.5 POLE.TOP tlOUNTREMOÎE RADIO HEAD1METER SOGKET N.T.S.ISIilGLE ARM POLE TOUNT MANUFACTURER: AIRSPAN MODEL: ¡R460 (OR APPROVEO EAUAL) HEIGHT: 'l3lN DIAMETER:7lNø DEPTH:7lN WEIGHT:8 8 LBS FRONT SIDE TOP FRONT # ISOMENTRIC VIEW TOP MANI,JFACTURER: SIEMENS MODEL: GNF32lR TYPE-3R DISCONNECT (OR APPROVEO EOUAL) HEIGHT:9.9|N WIOTH:8.8 lN DEPTH:4.5 lN WEIGHT:24 LBS SIEMENS FRONT SIDE PLAN 45' I¡- ¡- L sB' L -l qø I BOTTOM FRONT OPEN PLAN FRONT 1'1.4", {i\ ct I MANUFACTURER: RAYCAP MODEL: RSTAC{1 I l-P-120 HEIGHT:13.I IN WDTH:11.4 lN DEPTH:4.4 lN WEIGHT:8 LBS SCALESCALESCALE 3 mott¡l¡t¡ë ¡ntelligent inftastructure MOBILITIE, LLC DRAWN BY:BMG DATE:06/09/20'r6 REV DATE DESCRIPTION BY 0 6n9¡æ16 MMffiWil BMG fT ISAVIOLATION OF LAW FORNY PERSON, UNLESS THEYARE ACTING UNDER THÊ DIRECTION OF A LIGENSED PROFESSIONAT ENGINEER, TO ALTER THIS OOCUMENT SITE ID: 90R8000908-A 55 S gTH ST CENTRAL POINT, OR 97502 S gTH ST & E PINE ST NEW WOOD UTILITY POLE SHEET TITLE DETAILS SIIEET NUMtsET{ D-l 6 UE RELAYNETIA-3R DISCONNECT SWITGH,l AG D¡STRIBUTION PANEL NTS INOT USED f L az Om ñã ãñ =è zá mo Éo mo oc cl TL <J ma z I \4 , \ / \. A N / zo z m< m <m 5 >¡ : sË X o6 Ð iã t ËË Ë m- m cu ø-m2 >I r : øo m P9 â ñf ; ã AmxØIzoocÐE / / f ,l / / ,/ ' t) (o ì/\ Ø Y è, , ¡ÈÈ äaclE{!t - lo 12 IE t- ar m öl ¡ Ël q + N a u o E o z z ñ m o U,-t m m -7 o ø lo t9 lÉ lz m lo .f lz lm lã le dr P èr Y Þl r + @ 2 m É I l*to l6 .m lz I rr l la lo lr lz 'm rÉ z m É É o o o c J tr 1 !o T m z m É z {m z z o c z + z m É o o x o @ -m Ø z m ã u I o I m o >o o z ã? E q ãñ H ; oY O Pë É 8É ! -ô m ñz lñ 1<¡ô z>m: { -lo Eo z x o2 EE 9. 2 zm z7 4ã ¿Ð É 4 c)T pu z ıa l ) ^m ¿ \t a ^ :o ><ä < m{ ¿ sä N o= a ãc r im l 7 az om ãã mñ ,,øQ m !.1 u+ <¿ ô i'i p o o c o -. t f o ÐÉÉ l¡*6 I m o l.lm t=rm tu to lÍ lz lm lÉ lo ,o lø tÅ IE r5 -l ı az ål ¡ 't > >t 2 ôlñ + !ô z R3 q ac ' ø1 t Q m1 ! 2 ¡o + s¡ e ûP ıc , m x 6 I z 6)ø m o o z o 7 il t z m €N s N o (n c T T I z m É m +m v z m €o c,ø I u E c I o z !z m - o ø o o z z m l)+(t É =c)- z m ã m o c E m z -.t z m ã ó 6)Ð o c z 0 ee t9 z m e: P4 26 r> sl é qç 9 9ı E li r 9f r f f i ø7 U N ¡Í I II É lt : o ı'o I -'o c c ı 3 o E tr =Fr r t-o o v á 2 @ @ o o +m o o o-I N o ø Ð m o rd o m a o ,T {ı z t à È EË ç ã 99 - ^ Q :ã i ¡ iE g E =a 2 a Eâ Z ¿ 4? 1 ë ,2 EË T iE Ë 9 f ; ã; 4 F F st s Þ -6 S z m É €o o o c I =I !o r m o Zt - r= l= q z- 1 i , m< q c] l l r Bt t #; 1l l I å l6 !ôô PP li ,È¡ - 11o2mIE-m ft I Þ o -D -oo !r !! zz ll (. ¡C J E {m F m D {ı - NEW OMNI-DIRECTIONAL ANTENNA H-TAP CONNECTION, TYP NEW UE RELAY NEW AC DISTRIBUTION PANEL NEW DISCONNECT SWITCH NEW METER SOCKET G G MECHANICAL CONNECTION, TYP NEW REMOTE RADIO HEAD NOTE:If-r- enour¿o corDucroRs ro BE #6 THHNITHwN GREEN STRANDED COPPER UNLESS OTHERWSE NOTED OR REqUIRED BY EQUIPMENT MANUFACTTJRER. NEW#8 THHNiTHWN GREEN STRANDEO GROUND FROM EQUIPMENT TO MAIN GROUND NEW #8 THHN/THWN GREEN STRANDED MAIN GROUND CONDUCTOR EXOTHERMIC WELD CONNECTION TO NEW GROUND ROD NEW 5/8'ø x 810'COPPER-CLAD STEEL GROUND ROD 24tr$Æ:NTSllalTSCÆ: ffi IGROUNDIl{G SCHETIATIC NffiNW bSf G'R þ IYPE XA TYPE HA TYPE VS TYPE NXt TYPE ND TYPE GL LUG TYPETA TYPE VB TYPE PH TYPE GR TYPERR TYPEPC TYPEGRTYPEPG TYPEST TYPEGY TYPENC TYPELJ TYPE SS G,KBWç. 2GAD WELD DETAIL l. cRoul{D BoNDS: ALL BONDS ARE TO BE MADE W|TH #6 AWG STRANDED COPPER lN GREEN INSULATION (ATT-TP-76416 7, 6.7) 2. EXTERIOR UNlf BONDS: ALL METALLIC OBJECTS SHALL BE BONDED TO THE GROUND ROD. (ATT-ÍP-76416 7, 12.6) 3. GROUND ROD: UL LISTED COPPER CLAD STEEL GROUND ROD WITH MINIMUM DIAMETER OF 5/8'AND MINIMUM LENGTH OF 8 FEET- AI.I GROUND RODS MAY BE riIST¡.I-I-EO WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO A MINIMUM DEPTH OF 30' BELOW GRADE OR 6 INCHES BELOW FROST LINE. (ATT-TP-76416 1.4 I 2.2,3, ',to) NEW OMNI-DIRECTIONAL ANTENNA NEW UE RELAY H-TAP CONNECTION, TYP NEW WOOD UTILIry POLE NEW GPS ANTENNA NEW REMOTE RADIO HEAD NEW PVC WEATHERHEAI) NEW AC DISTRIBUTION PANEL NEWT6 THHN/IHWN GREEN STRANDEO MAIN GROUND CONDUCTOR, TYP. NEW DISCONNECT SWITCH NEW METER SOCKET EXISTING GRADE DRIVE MIN.30" BELOW GRADE OR 6" BELOW FROST LINE NEW 5/8'ø x 810'COPPER-CLAD STEEL GROUND ROD EXOTHERMIC WELD CONNECTION TO NEW GROUND ROD 3 rd¡ilit¡e intelligent i nfrastructure MOBILITIE, LLC DRAWN BY:lr"o DATE:I ou,or,ro''u REV DATE DESCRIPTION BY 0 6[W16 BMG GROUNDING PLAN SHEET NUMBER G-l ANY PERSON. TO ITERTHIS DOCUMENT UI{IESS ÎHEY ARE ACT|NG UNDERTHE DIGCI.|ON OF ALICENSED PROFESSIOML SITE ID: 90R8000908-A 55 S gTH ST CENTRAL POINT, OR 97502 S gTH ST & E PINE ST NEW WOOD UTILITY POLE 24#SCM:MS i1117 SCtEì MS 4 GROUilDING NOTESGROUI{DING SCHEMATIG