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TOP E POLE <br />2� <br />CRY SUPPLIED FIXTURE <br />cm sLPPUED LDNI PINE <br />CAP PER SPECIFIC <br />TO CO ITROC <br />i0 COVER NUTS, APPLY NIAOGEM ANTI -GRAFFITI COATING <br />Y CHAMFER ALL AROUND <br />ANCHOA BJLTS BY POLE <br />MANUFACTURER, PROVIDE <br />2 NU15 FOR EACH BOLT <br />PRONE 3 ROWS OF HORIZONTAL <br />FOR LEVELING <br />0P 9'9' OFE FOOTING <br />E3 TIES Al SDE. IN TOP <br />APPLY NTROCEM ANTI -GRAFFITI <br />, <br />COATING TO CONCRETE BA$ COLOR: <br />'CROCOIATE` <br />3 <br />GRADE <br />a' EXTING PULLSOX AT WALKWAY <br />, }ORLS <br />y24'MIN. <br />NN, OR NEW <br />M <br />,�3 HORIZONTAL THE <br />A ON <br />STE SHOWN ON <br />4 IA <br />B12OCBOTH WAYSINEW. <br />TROY Po ID lM6RE <br />UND UNLESS NOTED ORENNST) M PLAN <br />./ MX 2C RADIUS SAM NRBFN PIT A FOUNDMBN. <br />T. CANEXI SI3.�AR5 (SCHID ID PVC) <br />IB <br />i <br />CONCRDE FOOTNC/BASE WITH COLOR <br />ON0 MIXTURE (COLOR 70 E DETERMINED <br />DIA 414 VERTICAL BARS W/ <br />STWADARD 9D HOOK AT TOP <br />E CITY). CONTRACTOR TO PRONE <br />COLOR SAMPLES. <br />FOOTING DETAILS <br />WALKWAY LIGHTING <br />POLE FOU D E <br />SEE LIGHT POLE FOUNDATION DETAIL <br />LOCATION <br />RANTS <br />ASO GROUNDLINE FORCES (MAXIMUM) <br />C.I.P. DEEP FOUNDATON <br />WANT MOMENT (A) SHEA, <br />NipORS <br />VERTICAL (P) <br />KIPS • <br />DIAMETER <br />MCHt <br />EMBEDMENT <br />FEET <br />C2 Cl G <br />LSS6D-AA <br />."AG owl <br />U953 <br />30' <br />10' 0" <br />B2, BJ <br />-Go-AA <br />ST.- 0813 <br />1A51 <br />30' <br />10'-0' <br />AT <br />LSSM-A <br />36410 1.0.J8 <br />1.431 <br />30' <br />B1 <br />LSSGD-B <br />40.920 1.271 <br />I.805 <br />• VERTITwv. FORCE DOES NOT INCWDE WEIGHT OF PRECAST WE. VERTICAL DR) LOAD IS <br />THE MUSED ROLE WOW MR ERECTION PURPOSES. <br />PRECAST BASE IDENTIFICATION <br />PRECAST <br />OVERIll <br />HEIGHT ABOVE <br />EMBEDMENT <br />OUTSIDEWEldrt <br />E <br />TYP <br />IRS <br />TEETH <br />CANDEIN <br />FEET <br />C.I.P. DEEP <br />MLFNEETION <br />[WI <br />2B <br />1,840 <br />17'-S <br />T-3' <br />10'-0" <br />12.00' <br />30 <br />2.670 <br />1 20'-0'1 <br />8'-0' <br />12'-0" <br />1 13375' <br />POLE IDENTIFICATION <br />LOGiN1N <br />PoLE <br />PRECABT <br />MIXTURE CON FIGURARON <br />(uaX 1 OF FlXNRt PER <br />FIXTURE EPA <br />MNUf <br />TYPE <br />BASEttPE <br />CROSSATUR <br />(MAXIMUM) <br />C3 C4 <br />LSSCU-M <br />2B <br />3 LOOM <br />12 <br />B2 <br />4(3 LED1200, 1 LE0000) <br />B3 <br />t560-M <br />2B <br />4 LM1200 <br />8.0 <br />Al <br />tS60-A <br />2B <br />6(3/3) LEMOC, <br />12.2 <br />ITTL5560-B <br />SIT19.2 <br />4(3 LE01200, 1 LED900 <br />4 IID1200 <br />LED900 ROME: EPA , 2A SO -FT - & WEIGHT - RO US (FI%MAE ALONE). <br />PER MUSCO L""G. INC. <br />LED12M FI%NRE: EPA = 2.4 SO -FT MAX &:WEIGHT - 45 LBS DI NRE ALONE), <br />PER MUSCO LXABING. INC. <br />POLEAUXILIARI'ATTACHAENTS <br />µGELNERALNTROTES <br />2019C%WU TION AND NORKMWSHIP SHALL. CPL CONFOION TO THE FORNIA BUILDING CODE, <br />ATTACH ENT <br />ATTACHMENT <br />ppl�XNpp 0.£€ T-tG, VuM = 95 MPH (EXPOSURE C); Vaai = 74 MPH (EXPOSURE C), RISK <br />G(e'EY?��MFpp1 <br />TYPE & <br />ELEVATION <br />AG 55 <br />5 LM�g ;Y$ p5 �p4 <br />F 51G8Lfl'(�I WOCE011RE. <br />NQ <br />Cl.C2 E. C4 <br />�) LfOSTS <br />""jSl3 P OURS N I uN R1Fjry� E� NOTi I1M i0 BUILDINGS: <br />At, Bi <br />(t/I) LEN <br />15.5 <br />REFEACCERGE PM LOG�RON DRAWING FOR ACRUL POLE P.ENENT AND SITE LOCATION. <br />T� <br />CONOInO�NfRSACAiTOTME LSOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES AND SAFETY <br />LIGHT STRUCiURE— <br />STEEL VOLE BY \IIIry,`III <br />UCHIBC, INC. <br />$OE OE91GN PNUNElf0BR9 <br />6E5E1� �ILW�Eq �g C�� i 9pB Bp)� M!p 1810 OF THE 2019 EDITION C6 THE <br />CN <br />EE Po E <br />Ism <br />IFORIiu BU',LDIrvG CODFSEASSINMEICU5515 SOILS. <br />IDENTIFICATION) <br />SION FRICTION (SEECCYONI NO8103.NG 44 PRESSURE: 1,500 PS- (TO&E 16116.2) OR 250 P9f <br />A5511NE) ALLOWApBBLLEE LATERAL PASSIVE SOIL BELONG PREMISE. 200 FSF/ii FOR BOIATEO <br />POLES NOT AMR BUYAFFECTED BY A 0.5 IM'H MOTION AT THE MIXING SURFACE (SECTION <br />18063.4). <br />ASSSI)MM,EED DESIGN SOILARECYNAS UAL BEWVEM SOULDESIGN <br />pPARANCERE NNCT(I1). AA <br />EN[GI�NI�EEEFRS. <br />PRNECPST BASORBY <br />EC%KECOgqTyyEppCryryiiHTpNNICApL <br />ryTSrylp ppL� ppU FC C1� N5 <br />ANY NEIED TO BEIEXGFPnk^OLYZEDR <br />0 <br />MUSCO UGHRNC. INC. <br />M <br />.ICWIi01NG 10 iXE SOIL LITION5i11Ni EXISfuNlNi�16 <br />(SEE ROLE <br />IDEMIFICAiION)� <br />°' <br />OF SUCH <br />RyE�VTSSo A�CCONUINGLYI <br />DµISyCREppPMp'C{IES�P, <br />P m <br />G�FgOUNDIpPRiIC11�N5CORWEITLL[TTgH�E&V <br />ON <br />P AN L i EG AND AGAINST FRM, UNNSTURBED <br />SOIL OR RS 0.°PRGIEO BY A "uE01ELHNICALI ENGINEER. <br />FINISHED <br />Ep3 <br />GRADE <br />` <br />n <br />p� E%�,pypIIONS yUST B FLEE Fry I µoPpgR i0 ��Uyg0EpP0N <br />INSTP WTION ARO PLAC- Of VE fflLL. CASING MAY BE RF➢IIIUIO of CAVING <br />V <br />• ` <br />W <br />OCCURS. N SUCH A GS R AL ACE HNIGL ENGINEER IS RE41 RE <br />Al�piE E��xGppV�CACBOpxySy�uCUSYi�TBEE pFFRR�EEE OOFFpNVOTTERR ON C�Opx1IC�RIWETr[ SH�AAUL 3 gyILiACEED pANTIN A TREMIE <br />G NNA4E IA MINIMUM ULTIMATE STRENGTH OF I,000 PSIE GREATER MWHRfOUIRSMERMD <br />UK ERR CONCEEfE 6ACK—BO-CA. <br />9 <br />CONCRETE FOOTING <br />CONCRETERACKFlII. <br />` ff <br />PRWONPOPER <br />RQQEWFORpRGpEMppU5� S— IMVE A MINIMUM ULTIMATE <br />MPNUFACNRER <br />pXLKNCRETS5E ryryWEAR[,[ �GANRTHOUFFp gSSTppE,,gqEYLLL5 <br />OFFOFNSPECLLL IMPECnON53REDNREO. (2500P51 USED FOR STRUCTURAL DESIGN). <br />' '. •� SPECS <br />RECPO E BACKFILL 5W: ATTAIN A MINIMUM STRENGTH OF 2,500 PSI PRIOR TO STEEL PoLE <br />Eft CR <br />..: <br />) <br />USE TYPE II/V POPRAxO CEMENT OR AS RECOMMEWED BY THE ENGINEER. <br />MIX IN CONFORMANCE WITH AS11A C-94 <br />O. <br />r UIISITU SA <br />IN mIL (SEE <br />33. �� up% IFL /BBACMAX SIZE ACCEPTABLE WHERE <br />PRE UiN SOX <br />L <br />11 GENERAL NOTES) <br />1I <br />UG UrvAEry OHCW COMNGRE KFlU.. <br />PLAC` C NLR�F INMmIAiELY AAER MRERON OE E%CAVAnOX PN) INSP[�igN By N[ <br />GEOTECHN CPL FNC'.N£fR. NO IXGVAT10.N5 SHP1L BE I£FI UNPROifOfO) OH OPEN OVEflNIGHT <br />LIGHT POLE FOUNDATIDN DETAIL <br />CGp��[R,Efµ[I1XSH5AD eLe[L P�LpA�C�[p�� Ip1�{0x�[Bry�OgMyxF�u(I1 uus DTPR[[R[A�TIDN 5C{piry�A{NHpu noN IEp TO <br />PR <br />SiRNINi <br />SCALE NO SCALE <br />CONCflEIE FROM THE Slot OF THE IXGVATIOkuLW MTE i0P 5. <br />T BE 'LOCATED TO MNMAIN ID'-0' MINIMUM HORIZONTAL CLEAfUNCE FROM ANY <br />OROB1SET5RATO <br />Iw PERUCRUNp <br />INSTPLIuUSCA uCHTINd 90m ITEMS, PIAMBMS, SPECIFICATIONS, AND <br />I <br />POLE SUPPORT FOUNDATION DETAILS <br />BALLFIELD LIGHTING <br />UndergNund Service Alert <br />jsow1 <br />TWO WORN 1I,N, NG DAYS <br />wwbMBEFORE YOU DIG <br />N CAllenen'a'N. <br />NOTICE TO CONTRACTOR <br />REVISIONS REFERENCES ,wFWF. 4NE'smi6vi"sioN ELECTRICAL DETAILS M1' <br />NUMBER DATE INITIAL DESCRIPTION APPROVEDINSTALLED BENCHMARK NO.: XX-XXX-XX ELEV.: NNN.NN' NAVDTY ,DW SENIOR CIVIL ENGINEER RLB ND.: 6603 JEROME PARK BALLFIELD LIGHTING <br />XEYNY NGUTEN DESIGNED: ML DRAWN: KN CHECKED: M. 03/202t <br />O 7ttt <br />(WEST REED) <br />RECONUENDED FORPUBLIC WORKS AGENCY <br />CONSTRUCTION: 03/202t <br />CONSTRUCTION CEPLETED: JASON GABRIEL PRINCPAL CIVIL ENGINEER RCE NO.: 629681 1 CITY OF SANTA ANA SHEET 6 OF 9 I <br />