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PLOTTED: 3/25/2020 03:17 PM DAVID <br />A B T <br />E <br />PROVIDE PENETRATION IN GRATING W/ <br />BANDING AT VALVE OPERATORS. <br />COORDINATE W/ "W DWGS AND FILTER T <br />MANUFACTURE, TYP OF (5) —� <br />C� <br />R� <br />O <br />(V <br />CV <br />0 <br />0 <br />w <br />Q <br />U) <br />ALUM GUARDRAIL, TYP <br />Fir, WALKWAY AND EQUIPMENTISUPPORT PER MFR SEENOTES ON SHEET S4, TYP <br />ALUM GRATING PER <br />v <br />PLAN, TYP <br />T/ WALL EL 93.58 <br />a � _ <br />_ <br />j WALKWAY SUPPORT <br />T/ SLAB EL 89.92 �' <br />_ — — — — — — — BM PER PLAN, TYP <br />FILTER CONE PER <br />• MFR, TYP <br />FINISHED GRADE <br />i <br />PER "C" DWGS, TYP <br />/0\/ // // a _- _ _ _ =s,t =ss' _ - __- i=__.,:.z: j�;—"'-: — .; •,.=.;:: �`c. <br />T/ SLAB EL 74.00 <br />a- <br />Q - - •.- - ev <br />a v d <br />N e e... v: <br />F <br />T/ WALL EL 93.58 <br />O <br />(V <br />711 N ORANGE AVE, SW A <br />WMNTER PARK, FL 32789 <br />PH: 321.972A989 <br />W E K I VA WElaVA PROS. NO.1&169 <br />FL ENG BUSINESS NO.31920 <br />ENGINEERING <br />a . <br />ENLARGED WALL �— PROVIDE 2,000 PSI GROUT FILL UNDER <br />S8 SECTION CONES PER MFR REQUIREMENTS <br />(POURED IN 3 LIFTS MIN), TYP <br />SECTION 5 <br />3/16"=1'-O" \" �.3,4 <br />A B C D E <br />FILL UNDER CONES PER MFR <br />REQUIREMENTS (POURED IN <br />3 LIFTS MIN), TYP <br />SECTION 6 <br />unionesEd. <br />CERTIFICATE OF AUTHOMZA11ON #1841 <br />730 NE WALDO ROAD, GAINESVILLE, FLOWDA 32641 / (352) 377-5821 <br />324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 2S8-O703 <br />ENLARGED WALL <br />S9 SECTION <br />T/ WALL EL 100.00 <br />T/ WALL EL 96.50 <br />1/2" EXP Jf MATL <br />FLOW METER PAD, <br />REFER TO SHEET S13 <br />SEE "C" DWGS FOR <br />SLAB ELEVATION <br />O <br />m <br />N <br />9 <br />N <br />OD <br />WALL REINF <br />SECTIOI <br />THIS SHEET, <br />FORM SAV <br />T/ WALL EL 93.58 <br />_ <br />T/ WALL EL 91.92 <br />(3) #5 HORIZ <br />#5@12" OC VERT <br />N <br />T/ SLAB EL 89.92 <br />co <br />(3) #5 LONG BARS <br />#5@12" OC, SHORT BARS <br />FORM SAVER <br />DWLS <br />WASTEWATER TREATMENT FACILITY <br />ADVANCED WATER TREATMENT UPGRADE <br />CITY OF ZEPHYRHILLS, FLORIDA <br />L' <br />PLAN <br />40.4". 1'-W <br />SECTION 1 - 1 <br />ER <br />SECTION 2 - 2 <br />- GRATING EMBED <br />ANGLE PER STD <br />DETAILS, TYP <br />WALL REINF PER <br />SCHEDULE ON <br />SHEET S8 <br />FILTER TROUGH <br />DETAIL A <br />NOTES: <br />1. REFER TO THE "M" DRAWINGS FOR WEIRS AND ELEVATION OF <br />WEIRS. <br />FILTERS <br />SECTIONS AND DETAIL DAVID S. MORRIS <br />P.E. #74717 <br />® Jones Edmunds <br />T/ WALL EL 91.92 <br />0 <br />N <br />T/ SLAB EL 89.92 <br />co <br />PRWM W. DAM <br />26110-025-01 MARCH 2O20 <br />ow W. NG NO. <br />S7 <br />