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PLOTTED: 3/25/2020 03:18 PM DAVID <br />0 Jones Edmunds <br />q <br />1 <br />J <br />J_ <br />Of <br />2 <br />0- <br />W <br />N <br />(0 <br />00 <br />V) <br />0 <br />Z <br />C) <br />w <br />(f) <br />w <br />Z <br />O <br />r•� <br />ti <br />711 N ORANGE AVE, STE A <br />WINTER PARK FL 32789 <br />PH: 321.972.4989 <br />W E K I VA WEIWA PROD. NO.18-169 <br />FL ENG BUSINESS NO.31920 <br />ENGINEERING <br />0 <br />LLJ <br />Q <br />V) <br />40'-O" <br />— — — — — — — — — — <br />— — — — — <br />— — — — — — — <br />I <br />ISJ <br />I <br />I BASIC SLAB REINF: <br />I #5@8" EW, 3" TOP <br />COVER <br />37" LAP <br />p <br />M M171 J.SOBCZAK <br />PROVIDE ADD BARS <br />AT PIPE OPENINGS <br />PER STD DETAILS, <br />TYP <br />---- '--------------1 <br />u I <br />iQi� I i�Qi� j <br />- r <br />PUMP PEDESTAL PER I <br />"M" DWGS, TYP <br />T/8- SLAB <br />EL SEE "C" DWGS <br />FILTER PUMP STATION PAD <br />PLAN <br />1/2"=11-0" <br />ion.'.......1,U"co <br />CERTIFICATE OF AUTHORIZATM *1841 <br />730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 <br />324 5 HYDE PARK AVE, SUITE 2S0, TAMPA, FLORIDA 33606 / (813) 258-0703 <br />PROVIDE 1/Y EJ <br />AT STRUC' <br />THICKEN SLAB EDGE, <br />TYP <br />A8 <br />S16 TYP <br />WASTEWATER TREATMENT FACILITY <br />ADVANCED WATER TREATMENT UPGRADE <br />CITY OF ZEPHYRHILLS, FLORIDA <br />a <br />a <br />'w"t-ir <br />;P JT <br />URE <br />BASIC SLAB REINF: g <br />#5Q8" EW, 3" TOP S16 TYP <br />COVER <br />r---- <br />- - ----------- '---------- <br />I <br />♦ i I <br />T'W SLAB ♦ % <br />EL SEE "Co DWGS <br />L----- <br />- - - - - - - - - - - - - - - - - - - - - - - ---- <br />FLOW METER ASSEMPLY PAD <br />PLAN <br />1/2"=1'-0" <br />SAWCUT JOINT (SJ) NOTES: <br />L PROVIDE ADD BARS <br />AT PIPE OPENINGS <br />PER STD DETAILS, <br />TYP <br />1. SAWCUT 2" DEEP JOINTS AS SHOWN ON PLAN. <br />2. SAWCUTTING TO BE PERFORMED IMMEDIATELY AFTER PLACEMENT, AS SOON <br />AS THE CONCRETE IS FIRM ENOUGH TO SUPPORT THE SAW AND TO NOT BE <br />TORN OR DAMAGED BY THE BLADE. <br />NOTES: <br />1. CONTRACTOR SHALL SLOPE TO PAD TOWARDS THE PERIMETER EDGES <br />TO PREVENT PONDING OF WATER. <br />2. PIPE AND EQUIPMENT LOCATIONS AND SUPPORTS ARE TO BE <br />COORDINATED WITH "M" DWGS AND EQUIPMENT MANUFACTURER. <br />MISCELLANEOUS PADS <br />DAVID S. MORRIS <br />P.E. 174717 <br />GRAPHIC SCALE <br />o 1 2 a e <br />SCALE IN FEET <br />z <br />_0 <br />V <br />H <br />v� <br />Z <br />0 <br />V <br />ac <br />0 <br />U. <br />PROJECT W. DATE <br />26110-025-01 MARCH 2O20 <br />wuoc No: DWG W. <br />S13 <br />