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1. FOOTMG TO EXTEND A MINIMUM Or 12-BELOW UNDISTURBED SOIL AND MOST LMC. _.� SOT GRP <br /> 2. FILIAL SITE DESIGN R E RESPONSIBILITY OF E SITE CONTRACTOR. <br /> TO'-o' 3. NAGS NOTED OTHERWISE.CONCRETE SHALL REACH A MINIMUM COMPRESSIVE <br /> 1'-� 1/2' STRpDM Or 3000 Pp M 2B DAYS POR fOUNDAT10N5.SUBS AND CONDUIT <br /> S1U8-UP AREA <br /> CNCASEMLMTS CONCRETE SHALL HAVE NOMINAL AWP AND 4.3-6.SX AIR <br /> CONTENT.COMPRESSIVE STRENGTH TEST TO BE PERFORMED ON CONRETE USED FOR <br /> A FOUNDATION ONLY. (((,,� ��� <br /> R'CRNF/S-I @AIL GTAD A. IRAFSS NOTED OTMERWSE.ALL REINIDRCRNL STEEL STALL BE AST4 A-615,GRAD[ ���� <br /> RE:2/5-1 FOR SRE AND SPACING W 60 DEFORMED BARS. <br /> ______ _____ _ __ a. <br /> 0 � _---_ _ __ _�TJ S. UNLESS NOTED OrMRWSE.ALL DETAILING.FABRICATION ANO PLACING OF V WPP.d•...AA. <br /> l--'--- 1 REMFORCRIO STEEL SHALL CONFORM TO THE MANAAL OF STANDARD PRACTICE FOR <br /> j I I CETAUNG RPKORCCD CONCRETE STRUCTURES(AG 316) <br /> I I I <br /> 1 r-� I I I 6, ALL BAR SPLICES 51441 BE CUSS'0'TENSION SPLICED.lMlEis NOTED OTHERWISE. 1 <br /> 1 1 Q CHAMFER ALL EXPOSED CITERNAL CORNERS OF CONCRETE WITH A 3/4'.43' <br /> 0 1 I 1 1 PRONDE ADDITIONAL�.U-BARS. LIMNER.UNLESS NOTED OTHERWISE. 3 <br /> I I 1 Q 1 1 I TYPICAL AT CACH EMD OF SNB-UP ARCA BONeRAL DYNAMICS <br /> 1 O FTNSINED SW TO BE LEVELS 1/.• <br /> 1 <br /> B. IFUMBLENTERACT UTILITY CONNECTIONS WILL 8C USED AT UNDERGROUND ro GENERATOR <br /> llli[Rl[TiDlf". <br /> 1 J_____________ T <br /> ATION <br /> r- p O J 10. SLAB SLAB FOUNDATIONS <br /> DESIGTIONS BE ASSRING ON LAY SOILS SDR. HAVE A PRESSUUWUUMC Of 2000 <br /> r <br /> PSFSUBf011NIDA1IONs BEARING ON CLAY SOILS SHALL NAK A WXIYUM SOIL <br /> PLASTICITY INDEX D<27.TESTING AGENCY SHALL FIELD VERIFY CONDITIONS BEFORE <br /> PLAC[LRlIT D<CONCRETE. <br /> A 11. DO NOT USE CHLORIDE CONTAINING ADMIXTURES.READY Not CONCRETE SUPPLIERS TO R'� i <br /> HOLES 3 PER SDE EL 1/2"�SMPSON <br /> NEW GENERATOR FOUNDATION STRONANCHORS. <br /> DOLT 1 SIAL),W STEEL WEDGE BE NRMCA CERTIFIED.HOT ADDITIONAL WATER SHALL BEEAADDED 0 CONCRETE ATTHER CONCRETE TO S THE WITH ACI JOB SITE <br /> �1 <br /> AAIC/TORS.(ort COLIAL),w/3 T/e'EMBEDMENT. '^ <br /> RE:2/SNE OF GENERATOR FOOTPRINT COORO ATE LOCATION w/EOIRPMENT DPAWRDS 12. CONCRETE TO BE NOR" <br /> L DENSITY WITH A MAXDa1M SLUMP O'4'INCHES.MAX uUMOUTC T L' �1 <br /> N <br /> RE:3/S-I AGGREGATE SIZE 3/4' —- 1 <br /> 13. ALL FROM WORK OFFSET TOLERANCES.(PER ACI 117)TO BE CUSS A. O !n r <br /> O ^L C <br /> 14. NSTALL EOIAPYENT ANCHORAGE PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. <br /> C � <br /> TYPICAL GENERATOR FOUNDATION PLAN <br /> SCALE: N.T.S. Lo <br /> L <br /> PaOfBCF N0: 91MI.M1 <br /> CHRCXRU aVI vlJl <br /> �i ISSUED FOR: <br /> Rn 1Nn BARN OQ[RAHIDN <br /> B-THK,CONCRETE SLAB • /AN ANI. •ATLINN.++•LYt1r <br /> Sono PSI W/APPROVED ANA •+[UAI+N++RYR� <br /> k FIBER RDNPORCEMENT c F/1-N <br /> 3/4'CHAMFER M ANA ~•T'�CN <br /> 3- /S REBO 6"EACH WAY o F»/1, AR. CpWTFMtrov <br /> 10 A A+R tannitPP.A <br /> FINISHED GRADE TO PROPOSED CONDUITS 50 FT-UD OF INSTALLATION TORQUE <br /> SLOPE AWAY FROM B"TRENCH OR AS REO'D B&T'ENGINEERING, INC. <br /> FWNDATION(rep) FINISHED GRADE 27406 <br /> 1E.P m 2 2a/T <br /> 6 '� _ -'t,�I'N�1.1�• •1•'^ WARNING TME SAAAA` <br /> \ \ COMPACTED FILL <br /> \ STABILIZED SAND _` .5+��9� •L' <br /> I-BUCK STEEL PIPING <br /> 1%2"a HOLECOMPACTED SUBGRADE ' CONTRACTOR TO USE SCHEDULE BO GAMY. ry,'yh ��+'��L��6``• <br /> ^, PPE UNDER ALL TRAFFIC CONDITIONS u�,AtA� ANNw <br /> }L! ntisltos.n t�l�sbirtAbA� .v� <br /> SHRPTNUAIRP,R:, SECTION A-A MOUNTING HOLE DETAIL PIPINGNTRENCH <br /> SCALE: N.T.S.N-T.S. SCALE: T.S. S_1 0.rsYIS10MN <br /> : <br /> 1 <br /> 00 <br />