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PLOTTED: 3/24/2020 03:15 PM JOHN KRAMER <br />F <br />E <br />In <br />C4 <br />0 <br />C:)D <br />co <br />N <br />2 <br />U <br />W <br />i <br />c� <br />0 <br />0 <br />a <br />can <br />w <br />0 <br />c� <br />0- <br />a <br />w <br />!C <br />0 <br />tttll <br />n <br />U <br />W <br />m <br />a <br />w <br />0 <br />0 <br />�- B <br />N <br />SEE M3 FOR <br />CONTINUATION <br />' 4 (YARD HYDRANT RACK <br />,M20 SEE DETAIL (TYP) <br />CONCRETE SIDEWALK <br />5� SEE DETAIL (TYP) <br />M FILTERS <br />rn <br />0 <br />N <br />`,A <br />0 <br />LTR. DATE <br />�j� III <br />C <br />M6 <br />20" PLUG <br />� I III <br />III II I <br />jl� Iljl <br />� I III C <br />�I� III <br />� I III <br />� I I III <br />� I III <br />III II I <br />� I III <br />I I III <br />1" SP-1 <br />� I III <br />3' DR-3 <br />2' PSW-1—�'�� <br />lr PR-1 <br />�I I I <br />1�" CF-1—r-�I <br />I�I <br />bj 1CA-1 <br />n I I I I I I 9'-c„ <br />�I III <br />II� III <br />�I III <br />I1� III <br />�1 III <br />�I III <br />III II�1 <br />I�I Ilil <br />�24 BF <br />r DR-3 <br />Y ARV W/ <br />� I i III 2' DR-3- <br />II IIII <br />I� Ilil o <br />� I III <br />� I III <br />3' DR-3 <br />1f PR-1 <br />STUB UP 5' <br />I+ I AND CAP <br />o� <br />2' Psw-1 —�-i � <br />ROUTE 3" DR-3 TO NW <br />CORNER OF FILTER STRUCTURE � FILTER INFLUENT <br />AND CONNECT TO 8' DR-1 I PUMP STATION <br />SEE M3 I WET WELL <br />a <br />PUMP STATION PLAN <br />1 /2" = 1'-0" <br />1 7MF 71 AHOLMES <br />M F171 TFRIEDRICH <br />40'-0" <br />� 1p'xlp' TEE yy/ <br />FLANGE MOUNTED AIR RELEASE VALVE <br />1" DR-3 <br />1' ARV (TYP OF 5) <br />SEE DETAIL (TYP) <br />`� (Typ) <br />20' Fl-1 (TYP) <br />10' CHECK VALVE <br />(TYP OF 5) I <br />CONCRETE SLAB <br />(10V420) <br />ON GRADE. <br />SEE S12 <br />4'-4" <br />PUMP 2 <br />PUMP 3 <br />PUMP 4 <br />4-FFP-2 <br />4-FFP- <br />4-FFP-4 <br />36"X3fi' CONC <br />1 Cr EXP JT <br />PUMP PAD <br />(1yp OF 10) <br />(TYP OF 5) <br />24 X10 <br />10' GATE VALVE <br />ECC RED <br />(TYP OF 10) <br />(TYP OF 5) <br />I (10V680) <br />7'-4 <br />7'-4 <br />7'-4" <br />24 X24 TEE <br />Lu tiu <br />24 Fl-2 <br />u <br />(TYP OF 7) <br />B <br />24 FCA <br />M6 <br />iw <br />\ FLANGE MOUNTED AIR RELEASE VALVE t -1 l <br />SEE DETAIL (TYP) M` 5 <br />24" GATE VALVE (24V685) <br />CHEMICAL INJECTION 4 <br />SEE DETAIL (TYP) M, 16 <br />TAPPED WELD-0-LET, BOSS, <br />= : OR TAPPING SADDLE WITH PLUG <br />FOR FUTURE CHEMICAL INJECTION 1� SP-1—� <br />N WALL PIPE 5 <br />SEE DETAIL (TYP) t16, <br />v 4- <br />n mun <br />e <br />CERTIFICATE OF AUTHORIZATION *1841 <br />730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 <br />324 S HYDE PARK AVE, SURE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 <br />FILTER <br />a <br />STRUCTURE <br />a <br />WASTEWATER TREATMENT FACILITY <br />ADVANCED WATER TREATMENT UPGRADE <br />CITY OF ZEPHYRHILLS, FLORIDA <br />2d'X10" MJ <br />RED TEE <br />(TYP OF 5) <br />�f �u <br />24! BF <br />NOTES: <br />1. CONTRACTOR SHALL ADD A 1 /4" THICK NEOPRENE RUBBER <br />PAD AROUND PIPE BETWEEN PIPE AND CONCRETE. <br />2. SUPPORT PIPES TO SLAB, WALL, HANDRAILS AND TOP OF <br />WALL PER SPECIFICATIONS AND MECHANICAL DETAILS. <br />3. SLOPE DRAIN LINES. <br />FILTERS PUMP STATION PLAN <br />DOUGLAS R. YOUNG <br />P.E. #44204 <br />GRAPHIC SCALE <br />,y o i 2 a <br />� F <br />SCALE IN FEET <br />on <br />TO FILTER INFLUENT METER <br />E <br />7 <br />C <br />PRMCT W. DATE A <br />26110-025-01 MARCH 2O20 <br />0M NO. DWG No: <br />M5 <br />