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F <br />E <br />F.� <br />oB <br />CV <br />/ <br />PLOTTED: 3/24/2020 03:16 PM JOHN KRAMER <br />�I III---- <br />i �I <br />SEE MS FOR <br />CONTINUATION <br />III Jill <br />FROM <br />CLARIFIERS <br />,' DR-3 <br />g' 45' MJ BEND <br />CONNECT TO DRAIN W/ <br />8" X4! MJ WYE & <br />4" X T PVC RED & CAP <br />g' X8" MJ WYE <br />FROM FLOW <br />METER ASSEMBLY <br />1L1r-I 1 IrLIT ^I IALIL1r-I <br />- - - - - r- - - - - - - - - - - - - - <br />I <br />I <br />20 KNIFE GATE <br />VALVE (20N695) FILTER CELL 14'-2' (TYP OF 5) FILTER AIR SUPPLY <br />(TYP OF 5)CONTROL PANEL <br />(TYP OF 5) <br />24" MJ TEE W/ CAP <br />�m '� ►�1 ► � cHEan TFRIEDRICH <br />u t wu• vw���� <br />8" 45' MJ BEND T Xe MJ RED TEE <br />ROTATED 45- (TYP OF 5) <br />n m..undsl s 0 <br />CERTIFICATE OF AUTHORIZATION #1841 <br />730 NE WALDO ROAD. GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 <br />324 S HYDE PARK AVE. SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 <br />24" FBP-1 <br />TERTIARY FILTERS PLAN <br />1 /47 = 1'-0" <br />WASTEWATER TREATMENT FACILITY <br />ADVANCED WATER TREATMENT UPGRADE <br />CITY OF ZEPHYRHILLS, FLORIDA <br />8" 45' MJ BEND <br />8" XT MJ TEE <br />TERTIARY FILTERS PLAN <br />A, it' I k, f71 <br />P.E. <br />TO ONSfTE <br />UFf STATION <br />R. HOLMES <br />GRAPHIC SCALE <br />0 1 2 4 8 <br />SCALE IN FEET <br />0 <br />NOTES: <br />1. CONTRACTOR SHALL FlELD VERIFY E <br />DIMENSIONS OF EACH LOCATION WHERE <br />THIS WEIR IS REQUIRED AS SHOWN IN <br />THE "Id' DRAWINGS PRIOR TO WEIR <br />FABRICATION. <br />2. CONTRACTOR SHALL COORDINATE WITH <br />FILTER MANUFACTURER TO CONFIRM <br />WEIR LENGTHS AND CONCRETE <br />EFFLUENT WALL LENGTHS. <br />3. SUPPORT SP, CA, AND PSW PIPING TO <br />CONCRETE AND HAND RAILS IN <br />ACCORDANCE WITH SPECIFICATION AND <br />DETAILS. <br />SAMPLE PUMP <br />SEE ELECTRICAL AND <br />INSTRUMENTATION DRAWINGS <br />C <br />TO CHLORINE <br />CONTACT <br />CHAMBERS <br />pwxcr NO. DATE A <br />26110-025-01 MARCH 2O20 <br />INDEX Na DWG NO: <br />M8 <br />