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ANICHOR iWLT• �' �� <br />FULL CUICFF TYPE LUMPWR£(S). IDEATION IN <br />ANLTNOIT RDD <br />REFER To SITE UTU-M '3 PLAN RELATION TO POLE <br />FOR WrAIION5 010 HEI HUf $IVAFf <br />To <br />LNRRI P(I(TURE SCHEDULE FOR PLVN WL65HER ROTATION HANIONOLE <br />SPEORG1nONS. _- __ \ <br />r5-"\ PARKING LOT LIGHTING <br />5U1 NO SCALE <br />/3 RHEAH TIES AT AIF O. C. <br />° /0 REM (TYR, RF 5). <br />° A CONOAT. <br />ANCHOR BDL73 FURNSHETT BY <br />POLE MANUFACTURER. <br />#tk <br />+� MATCH LIANIhACRIAEA- <br />ANCHOR BELT PATTERN <br />PACT L,RDUT UNDER POLE T° <br />0 <br />PROVIDE FULL CONTACT WITH <br />FOOTING• <br />J RADIUS EDGE. <br />•-3 - /3 TIM AT TOP. <br />11093V HEADED ANCHOR BOLTS <br />.° -((AME F1II R11H HARDENED <br />STEEL W'1l5HERS. WHEN OESIGN <br />WIND SPEED Damss IGOMPH, <br />GRADE F1554 (FY-55Ra1) SM79 <br />IN USf BE USED. <br />IIIA[,- \FI�N)ISH GRADE - <br />STN 16 BV8 VERT. (Af P..10 <br />ME CRETE AROU a PERIMETIEW <br />BF CONCRETE CHER). <br />TACK WELD ANCHOR NUF k <br />1/CxSA3r PLATE wASHER To <br />_- BOLT. <br />3/Cx1O <br />GROUND ROD, <br />18' OIANERR /3 REBHR TIESSPACED AT 1 O.C. <br />CONCRETE <br />POLE BASE DETAIL <br />NO SOME <br />DEfECdBLE PLASTIC VMRNm <br />TAPE (SPEC 26 05 53). <br />PIPE <br />INSTAL LATIO0 DETAIL <br />NO SCALE <br />MINIMUM FOR' I_ �V'�• ..'r .' <br />NIOOVI ELECTRIC � M•: !+ <br />SELECTED <br />ONCE AND E Ii ( :.�SELECTED B4CIblLL <br />CLEAN GRAVEL WIDE <br />EPIpNY. 54RMCE. Y1 (•' •� .7 �,t ".` PAVFNENT/CONCRET <br />MINIMUM NOIR s:J'- k TIy.EAH SANG OR SOI <br />TATER 1'HWV ROW. l; jii • ..,. / COAHPA pAcT D Noax <br />SI <br />PROR DENSITY. <br />3 _ EIECIICAL CONDUIT <br />REFER To ELECRtlQ <br />O <br />AMU TT. <br />MIN <br />caNDurr9. <br />r <br />UNDERGROUND <br />C1ELECTRICAL CONDUITS <br />Sul NO SCALE <br />BASE <br />GROUT FHLB <br />GRADI <br />CROUP AFTER <br />1HDR NUf- If- x 3C HEADED ANCHOR BOLTS <br />_ (OWE F1554S WITH HARDENED 91E0. <br />FDUNDATON - WASHERS. WHEY OESIM WIND SPEED <br />aVE_ ..E. 110 MPH, GRACE £1554 <br />(Fye) BOLTS MUST BE USED <br />ANCHOR BOLT DETAIL <br />BASE DIAGRAM <br />P -T) NO SCALE <br />EN'.-qNO P -LE MOUNOL TRF'4w Omen. <br />EKhTNG , :! <br />ELECTRICAL VAULT <br />0 OD <br />SITE UTILITIES PLAN � J 20 O 20 1 <br />SCALS V-20' GRAPHIC scME - FEET <br />GRAVEL GROSSM NOTEN <br />WHERE NEW UTILITY SERVICES ALE ROUTED UNDER <br />EKISTNC GRAVEL AREAS, ALL EmFnNG GRAVEL SHALL BE <br />REMOVED IN THE FOLLOWING STEPS: <br />1j REMOVAL A TRENCHING <br />2} INSFALLATON OF UTILITY <br />BACIDTLL k CG.PACION <br />4 INSTALLATION OF NEW GRAVEL THAT MATCHES THE <br />DUSITNG SURROIUNONcs IN SOTH IMATENAL AND <br />PAVATCR <br />CONTRACTOR SHALL COORDINATE, OBTAIN k PAY FOR <br />ALL REQUIRED PERMITS k LTCDNSES TO PERFORM THIS <br />WGRK A SHALL BE RESPONSIBLE FOR ALL TRAFFIC <br />CONTROL <br />I:ws�awx>E�tWAI <br />DA -w, 33-4-1r <br />. 'A <br />S li 1 of 1 <br />NOTES - <br />OI PDLL TNRL VENSTAR GURVEYOR/LIGHTING CONTROL <br />PANEL. SEE SINTER 431 AND VENSTAR SCOPE OF <br />WORN. <br />O NEW UNDERGROUND PHONE SERVICE CONDUIT. ALL <br />BENDS SMALL BE LCNC SWEEP TYPE CONTPACM <br />SHALL NbNTFDLUSim R40NE COMPANY CC) <br />PEINSON- MEET THd CAI SITE ANO LEIERHNE ER IC <br />REFER Po TELEPHONE SERVICE <br />R I ENTS INCLUDE ALL CGNORT AND TRENCNNO <br />N on <br />BRAIM CIRCUIT i FEEDER SCIEMM <br />© 2 - /B AND 1 - 08 GROUND IN 0.75" CONDUIT. <br />O 3 - /10 AND I - /10 GROUND IN I- CONDUIT. <br />�L NOTE& <br />1. BRANCH CIRCUIT CONDUCTOR SIZES ARE <br />INCREASED. TO ALLOW FOR VOLTAGE DROP. <br />2. CONTRACTOR SHALL CDDRDRHATE wITH ALL UTILITY <br />COPIANR ES. USING UTILITY COMPANY CONTACT <br />INFORMATION GIVEN. COOf+pI NATE FOR ALL <br />Uf ILTY WORK SHOWN. GIVE UTILITY COMPAN IES <br />NOT ICE OF CM97MMYjON START DATE AND <br />EST MATEO COMPLETION DATE. <br />S. GENERAL ORRRACTOR SHALL CONFIRM THAT LIGHT <br />POLES, LANDSCAPING AND UTILITIES DO NOT <br />CDNFLICT WITH SIGN Low ICN SHORN. IF ANY <br />POTENTIAL CONFLICT IS DISCOVERED, OENBRAL <br />CONTRACTOR SMALL ODHTACT THE O'REILLY <br />PROJECT ADM INISTRATOt BEFORE PROCEEDING. <br />TELEPHONE SERVICE REOUii MEWS, <br />9PFLYAL <br />. Go "I ClOR SHALL 9CHED NSFALIAnON <br />OF U/O TELEPHONE SERVICE CONDUIT RWTH GUINEA. CONTACT <br />(4TY)874-Q <br />SCHEDULE 40 PVC CONDUIT WITH RIGID M AWED STEEL LONG <br />SWEEP BENDS O 18'-2C DEPTH FOR PHONE SERVICE PROVIDE <br />1/C PGLYPROPYL0.IE PULL UNE PLACE CONCUR A <br />MIM UM OF 1Y FROM U/G 0.ECRIFAL CONDU115 IN SANE TRENCH. <br />UM <br />ow OF A- PRaPEWY LINE BELOW FlNSHm GRADE MID NsrML <br />DAB MARKER FOR 'HOME COYPAMf, 1F NEC68NtY. DIHERWSE <br />NAIE PHONE SERVICE CONDOR TO A POLE AND INSTALL RIGWI <br />GALVA = STEEL ONDUT TO A MINDAJM 1O1 ABOVE FINISH GRACE, <br />ATTACHED TO POLE <br />OONIRICICR $WILL COORDINATE INSTALLATION AND Vs7affY <br />REWIREUENTS wrm PHONE ODIPANY, PLUS INCLSOE ALL FEES (IF <br />ANY) Lf PHONE H'QAPMD' FOR INSTALLATION OF NO LESS THAN 1L <br />IN MENTIONED ONDUR, To CONTRACTOR mrAWTU <br />4SIB'x3/C M OUSOARD WITHIN BUILDING. CONTRACTOR SMALL PROVIDE <br />MW. GROUND TT TELEPHONE EQUIPMENTWCATION, FiJM <br />G GROUNONG ELECTRODE SYSTEM. FINAL CONNECTIONS AND <br />INLWDE PHONE WMINIG BY OWNER. <br />CDNIRACIOR INSTALL AWROP,dATE Gl4RNIFJO PFIDFIE SERVILE RSH. <br />WFATNFRHFN. FRC- COdRONATE 1YfT11 oYAVFR AND PHOF:� CD. <br />SAWCUT NOTE, <br />WHERE NEW UTILITY SERVICES ARE ROUTED UNDER ERISIING PAVED <br />AREAS. ALL EXISTING PAYING SNAIL BE REMOVED IN THE FOLLOWING <br />STEP& <br />I SAWCUTING PAVING, <br />REMOVAL AND TRENCHING <br />INSTALLATION3 INSTALLATIONOF UMM. <br />4 BACKFILL AND COMPACTION <br />5) IKSTALUATION OF NEW PAYING THAT MATCHEt 7HE E10711 6 <br />SURROUNDING PAVING N SIMI MATERIAL AND EIEVITON. <br />CONTRCM SHALL COORDINATE OwNN AND PAY FOR ALE REDUIRED <br />PENINS MID UOENSLS TO PERFORM THS WOWC AND SHALL BE <br />RESPONSI@E FDR ALL TRAFFIC CDNT.ICL WHILE PMmAmNG <br />SAWWfiING OPERATIONS AS NECEtS,MRA; <br />CONTRACTOR CAUTIONII <br />VERIFY SEWER LNE ELEVATION <br />BFFGIE STARITNa ANY BOLDING PAD GRACING AND PURRING WORK <br />THESHALL FEUD Y0.WFY LLICATICN, MATERML <br />=R <br />CONDITONI, ACCESSIBARY {INCLUDING STATE HIGHWAY OR OTHER <br />Bows-of-WAY3 AND WORKABLE FLOW LINE MLEvATM Or THE <br />RUING SANITARY SEEDER SERVICE UNE OR MAIN. <br />IF A WORKABLE FLOW UNE WAS NOT BEEN ESTABLISHED AT THE TIIZC <br />OF FINAL SANITARY SEWER SERVI E CONNECTION. THEII THE <br />CONTRACTOR E*KL BE RESPONSIBLE FOR ALL EIPE MES ASSOCIATED <br />WITH THE INSTALLATION OF A NEW GRINDER PUMP SYSTEM TO 'MEET <br />OWNER MID LOCAL REOBREMEARS <br />E%IB rM DMIUMS NOTES, <br />1. BINDING INSTAUATRTHS (SUCH AS WATER ILANS/UNM GAS <br />MAI S ES. SEWER MANS/LINES TELEPHONE LINES. PaNER UNES, <br />AN UITLIIY STUACTURES IH THE KONITY OF THE WORK TO BE <br />DO AK INDICATED ON THE ORW,= ONLY TO THE ERTENT THAT <br />INFORNKTON HAS BEEN MADE AVAILABLE TO OR DISCOVERED <br />BY THE ST161NEFA IN PREPARING THE QUMNINGS. THERE R N) <br />GUARANTEE AS TO THE ACCLONLY OR COMPLETENESS OF SUCH <br />INFORMATION. MO ALL RESPONEBUTY FOR THE ACCURACY AND <br />COMPLETENESS THEREOF IG E71PRA'SSLY DBCIMMED. <br />2. THE CDNIAACMR SHALL. BE SOLELY REM NSME FOR I.O=KG <br />ALL DnnNG IN VALLATIONS. <br />I:ws�awx>E�tWAI <br />DA -w, 33-4-1r <br />. 'A <br />S li 1 of 1 <br />