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nud <br />A LE <br />ELEVATION <br />A <br />SCALE: 1/4"=1'-0" 8 <br />6" concrete <br />collar <br />ErO ABS - <br />SWEEP EL <br />ELEVATION B <br />SCALE: 1/4"=1'-0" <br />4" Drain from tank <br />8„ A.C. Paving <br />®! <br />TANK D RAIN 4 <br />SCALE: 1"=1'-0" 8 <br />0 <br />Tap pipe for ser <br />3/8" compress fittir <br />3/8" ball val <br />3/8" copper. tube. <br />Shope to drain. <br />SAMPLE TAP 3 <br />SCALE: 1 11Z=1'—O" <br />8 <br />1/4! <br />Centerline of tank <br />TANK <br />I <br />SA <br />DLE <br />5 <br />SCALE: <br />S=1'—Ow <br />8 <br />Concrete Base --" r <br />Pipe saddle with adjustable <br />base. <br />NOTE: <br />Contractor shall submit <br />shop drawings for <br />approval. <br />Va r. <br />i <br />17' (Min.) <br />uore or Round <br />WIPE SUPPORT <br />SCALE: 1"=1'—Cr <br />5/8" Water Gauge, Crane No. 610, or equal with 36" <br />20 centers, complete with 2 gate valves and PVC guard <br />over plastic sight tube. Provide 1/29" drain cock at <br />bottom. <br />21 4" Diameter flanged outlet with butterfly valve. <br />22 3/8" plate Baffles, half—height with sand/drain openings. <br />23 Concrete Thrust Block per San Joaquin County Standard <br />Drawings No. W-5. <br />24 Tank Footing, See Detail . <br />" - - - -- muffler <br />D ETAI L 1 <br />SCALE: 1"=1'-0" 8 <br />annel with pipe <br />equal. <br />A.C. paving <br />DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE ROVED DATE SHEET TOTAL <br />slk� ,� �� _ 5vil�� COUNTY OF SAN J OAQ U N N SCALE AS NOTED ELEVATIONS �c DETAILS VICTOR WATER SYSTEM IMPROVEMENTS NO. SHEETS <br />/,f i � X0/7 f <br />8 12 <br />I I IC:\MCTOR\PLAN\TANKDETL <br />1� <br />Air and Vacuum Release Valve. <br />0 <br />8" Check Valve, Kennedy 125, or approved equal. <br />O <br />Sample Tap, See Detail <br />O8" <br />dresser Coupling, or equal. <br />8" Water Meter, Sensus No. 101, or equal. Meter <br />O <br />shall read in gallons. <br />0 <br />Sand separator, Laval Co. No. WAG -0602-8, or equal. <br />Ofrom <br />Water Level Indicator, 11,C polyethylene or PVC pipe <br />well to control room. Chlorine solution discharge <br />piping. <br />O <br />1 1/4" Saddle Tap. Rockwell No. 313, or equal. <br />O8" <br />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., 3/4, 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, 27. Discharge <br />Base Plate <br />Piping shall be 2" Schedule 80 PVC. Run piping to 6" <br />above grade. <br />1/4" Bearing Pad <br />16 <br />3/4" G.S. pipe to pressure switch. <br />Concrete Footing <br />17 <br />Air Compressor, Air Rite Model No. 610, or equal. <br />18 <br />Lifting Lugs. <br />19 <br />24" Self—reinforcing manhole. <br />Pipe saddle with adjustable <br />base. <br />NOTE: <br />Contractor shall submit <br />shop drawings for <br />approval. <br />Va r. <br />i <br />17' (Min.) <br />uore or Round <br />WIPE SUPPORT <br />SCALE: 1"=1'—Cr <br />5/8" Water Gauge, Crane No. 610, or equal with 36" <br />20 centers, complete with 2 gate valves and PVC guard <br />over plastic sight tube. Provide 1/29" drain cock at <br />bottom. <br />21 4" Diameter flanged outlet with butterfly valve. <br />22 3/8" plate Baffles, half—height with sand/drain openings. <br />23 Concrete Thrust Block per San Joaquin County Standard <br />Drawings No. W-5. <br />24 Tank Footing, See Detail . <br />" - - - -- muffler <br />D ETAI L 1 <br />SCALE: 1"=1'-0" 8 <br />annel with pipe <br />equal. <br />A.C. paving <br />DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE ROVED DATE SHEET TOTAL <br />slk� ,� �� _ 5vil�� COUNTY OF SAN J OAQ U N N SCALE AS NOTED ELEVATIONS �c DETAILS VICTOR WATER SYSTEM IMPROVEMENTS NO. SHEETS <br />/,f i � X0/7 f <br />8 12 <br />I I IC:\MCTOR\PLAN\TANKDETL <br />