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r <br />.11.9r <br />W_� <br />ELEVATION /"A <br />SCALE: 1 /4" =1'-0' 8 <br />ELEVATION B <br />SCALE: 1/4 =1'-0" 7 <br />4" Drain from tank <br />A n D....t.... <br />TANK DRAIN K�4� <br />SCALE: 1"=1'—U' H <br />s% PROJECT ENGINEER DATE <br />FILE NAME DRAWER SHEET NO. ACAD <br />C:\V1CT0R\PLAN\TANKDETL <br />It <br />CHECKED DATE SUBMITTED <br />I <br />1 /4' <br />Ta 8" pipe for ser•��� ;" <br />31T compress fittir <br />3/8" ball val <br />3 c8 copper, tube. <br />Slope to dram. <br />SAMPLE TAP 3 <br />i <br />Centerline of tank <br />TANK <br />SAQDLE <br />(M <br />SCALE: <br />3" =1 `-0" <br />8 <br />Concrete Base <br />DATE APRROVED I DATE COUNTY OF S A N <br />V. _ jolt <br />EQUIPMENT SCHEDULE <br />Air and Vacuum Release Valve. <br />8" Check Valve, Kennedy 125, or approved equal. <br />Sample Tap, See Detail �. <br />�4 <br />8" dresser Coupling, or equal. <br />O <br />8" Water Meter, Sensus No. 101, or equal. Meter <br />shall read in gallons. <br />Sand separator, Laval Co. No. WAG-0602-13, or equal. <br />Water Level Indicator, 1 /4" polyethylene or PVC pipe <br />from well to control room. Chlorine solution discharge <br />piping. <br />8� <br />1 1 /4" Saddle Tap. Rockwell No. 313, or equal. <br />8" Diameter Pipe. Schedule 40 flanged steel pipe <br />above ground; Alternative Pipe below ground. <br />10 <br />8" Gate Valve. OS and Y above ground, NRS below. <br />11 <br />8" Diameter bypass. <br />12 <br />15,000 Gallon Tank. <br />Doubler Plate <br />13 <br />Air Release Valve, Apco No. 144 W.D., 3/47, or equal. <br />Discharge piping shall be 3/4 Schedule 80 PVC. <br />14 <br />2" PVC muffler over 3/4" Air Vent line. <br />Tank Support <br />15 <br />Pressure Relief Valve, Bailey No. 118, 2". Discharge <br />Base Plate <br />Plping shall be 2" Schedule 80 PVC. Run piping to 6' <br />above grade. <br />1 /4" Bearing Pad <br />. <br />1 fi <br />3/4" G.S. pipe to pressure switch. <br />Concrete Footing <br />0�) <br />Air Compressor, Air Rite Model No. 610, or equal. <br />' e. <br />18 <br />Lifting Lugs. <br />19 <br />24" Self —reinforcing manhole. <br />5/8" Water Gauge, Crane No. 610, or equal with 36" <br />centers, complete with 2 gate valves and PVC guard <br />20 <br />over plastic sight tube. Provide 1 /2" drain cock at <br />bottom. <br />21 <br />4" Diameter flanged outlet with butterfly valve. <br />22 <br />3/8" plate Baffles, half —height with sand/drain openings. <br />23 <br />Concrete Thrust Block per San Joaquin County Standard <br />Drawings No. W--5. <br />24 <br />Tank Footing, See Detail . <br />Pipe saddle with adjustable <br />base. <br />NOTE: <br />Contractor shall submit <br />shop drawings for <br />approval. <br />Va r. <br />�I I <br />I I <br />12 (Min.) <br />L-__--J <br />1'—cr S uare or Round <br />PIPE SUPPORT r2-"** <br />JOAQUIN SCALE AS NOTED ELEVATIONS & DETAILS <br />_. __ _.- _ muffler <br />annel with pipe <br />equal. <br />A.C. paving <br />DETAIL ri_" <br />SCALE: 1"=1'-0" \111-V <br />VICTOR WATER SYSTEM IMPROVEMENTS <br />SHEET <br />TOTAL. <br />N0, <br />SHEETS <br />8 <br />12 <br />