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PLOTTED: 3/24/2020 03:16 PM JOHN KRAMER <br />F <br />14 <br />to <br />N <br />O <br />O <br />co <br />N <br />i <br />U <br />W <br />3 <br />0 <br />0 <br />U <br />W <br />0 <br />a <br />c� <br />IL <br />a <br />o_ <br />�C <br />0 <br />poi <br />U <br />w <br />O <br />w <br />IL <br />Vol <br />LL- <br />0 <br />oB <br />0 <br />W <br />Q bitDATE <br />N <br />COMBINATION WEIR/ <br />V-NOTCH EL = 97.00 <br />RECTANGULAR = 98.00 <br />20r Fl-2 <br />nA" nM u r nr-►rr% <br />FLOW METER ASSEMBLY <br />CONCRETE SLAB <br />ON GRADE. SEE <br />STRUCTURAL <br />DRAWINGS <br />1/4"=1'-Cr <br />HWL = 98.96 <br />COMBINATION WEIR/ AVG = 98.42 <br />V-NOTCH EL = 97.00 LWL = 97.83 <br />RECTANGULAR = 98.00 <br />T WALL <br />e EL: 100.00 <br />HWL = 96.56 <br />AVG = 96.50 I <br />LWL = 96.45 <br />WEIR PLATE <br />a- <br />SEE DETAIL �M7� <br />93.58 <br />CL PIPE �\ <br />84.85 WALL PIPE ( J l <br />SEE DETAIL (TYP) 1416 <br />: ° <br />4 CONCRETE SIDEWALK a a <br />e 20" X 10" ECC RED 10" GATE VALVE <br />�5� SEE DETAIL <br />10" GATE VALVE 20" X 10" ECC RED <br />10" FLOW METER 20" 90' BEND <br />- - 10" FCA <br />010 gK CL PIPE <br />e EL: 81.56 <br />4 _ <br />° T SLAB <br />EL: 79.00 <br />20" FI-2 <br />10" Fl-2 <br />20" 90' MJ BEND <br />_j$T FLOOR <br />e ' 4 EL: 74.00 INV. PIPE <br />e a e I Id EL: 72.96 <br />FLANGE TYPE PIPE SUPPORT 6 <br />SEE DETAIL (TYP) M 18 <br />SECTION �1 <br />DEmn AHOLMES <br />DRAWN &RAMER mun <br />ion,.. <br />CERTIFICATE OF AUTHORIZATION #1841 <br />Clan TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 <br />REVEM By �, 324 S HYDE PARK AVE. SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 <br />GRAPHIC SCALE <br />o1z a e <br />6Aiiij I <br />SCALE IN FEET <br />WASTEWATER TREATMENT FACILITY <br />ADVANCED WATER TREATMENT UPGRADE <br />CITY OF ZEPHYRHILLS, FLORIDA <br />10'-0" (TYP) <br />EL 98.00 <br />EL 97.00 <br />EL 96.50 <br />1VO 31 f <br />WASHER <br />FLOW METER ASSEMBLY PLAN AND <br />SECTION <br />N <br />2'-cr -Y4 Xv74 SLOT <br />i - I F 1'-0" OC <br />cV 1 <br />L 98.00 <br />EL 97.00 <br />. <br />" PLATE 316 SS <br />W/ 45- BEVEL <br />TOWARD FLOW <br />L 3x3x 1 /2 <br />9"O 316 SS BOLT <br />WO 316 SS <br />ADHESIVE ANCHOR <br />1 /4" THICK NEOPRENE GASKET <br />ON SIDES AND BOTTOM OF WEIR <br />PLATE. WIDTH TO COVER HOLES <br />PLUS 1". <br />WEIR PLATE DETAIL <br />NTS <br />DOUGLAS R. YOUNG <br />P.E. #44204 <br />F <br />E <br />9 <br />C <br />PROJECT W. DATE: A► <br />26110-025-01 MARCH 2O20 <br />Im ft DWG NO: <br />M7 <br />