Laserfiche WebLink
4n, T.I ni --- IN P <br />5 Min. (Typ.) —1 <br />T Check Valve <br />Vacuum Relief <br />Valve <br />Install 2 Sch. 40 Steel Pipe drain - <br />to sump. Provide 2-2' gate valves <br />on discharge at sand separator. See <br />OU Z 1_. J_1-:1 ..1 ,,......_ <br />12" Wide X 18" Deep Cont. Perimeter <br />Footing w/2-14 Rebars, Continous. <br />See Section <br />R <br />V <br />\C DRAWN B' <br />} J.C. WHITE <br />LlFII F NAMI <br />I <br />LT. SIDE ELEVATION <br />SECTION B -B <br />C Manhole <br />Steel thrust brackets, Typ. of two. SEE <br />DETAILAO <br />Bearing Pad — <br />Concrete <br />Footing <br />ff x1CManhole <br />Provide pipe support <br />bracket, typical <br />(Unistrut, or Equal) <br />Provide 1/2' thick neoprene <br />rubber pad at bearing surfaces. <br />All vent openings on the well shall be screened with 1/8" mesh. Vent <br />opening shall face downward. <br />Pump Head and Pedestal shall be constructed with water—tight seals. <br />Hydro Pnuematic <br />Tank Wall <br />DETAIL A <br />5 <br />3/4" Dia. Hilti Anchor <br />w/8" enbedment & set <br />in expoxy. <br />316 With End <br />Return <br />5/16" Bent Plate: <br />x r x 3'-0" <br />LEGEND <br />10 TXTXTTee <br />20 T <br />Sch. <br />40 <br />Steel Pipe. (Typical @ risers and above ground). <br />30 T Gate Valve w/hand wheel <br />® Dresser Coupling <br />0 T Saddle Clamp Meter <br />© 4'4 Square Class 'B' Concrete Pump Column Support. <br />10 4 dia. Gravel fill pipe w/threaded cap. Provide 2 mounted at 180 degrees on well casing. <br />® 4dia. Well vent and sounding tube. Provide 1/8' mesh vent and threaded cap. <br />Desander, Krebbs Model No.W150 or Equal, 550 GPM Capacity, Minimum. <br />10 Concrete Pipe Support Assy. See Sht. 1 for details. <br />11 Install thrust blocks per San Joaquin Co. Std. No.E-3. <br />12 Install valve box per San Joaquin Co. Std. No.E-2. <br />13 2 dia. PVC Muffler on Air Vent Line, <br />14 4" Thick Class 'B' Concrete Slab w/6x6W1.5 W.W.F. over C Native Soil Compacted to 90% Relative Compaction. <br />15 Class 'B' Concrete Tank Support Structure. See Sht. 7 for Details. <br />16 5/8" Brass Water Gauge, Crane No.610 w/36" centers, complete w/2 Gate Valves and PVC guard over plastic sight tube. <br />Provide 1/2" drain cock at bottom. <br />11 3/4° Conduit to Pressure Switch and Gauge in Pumphouse, <br />18 3/4° Air Vent, Apco No.144 W.D. Extend 3/4° pipe to low water level. Extend discharge line to 12" above grade. Provide <br />PVC muffler as shown. <br />19 2 Pressure Relief Valve, Bailey No.118. Extend pipe I below low water level. Terminate I discharge pipe at 11 above grade. <br />20 10,000 gallon hydro—pnuematic tank (8'-0"diameter X 24'-0 4 <br />21 31T Steel baffle plates welded to tank with 1°dia. hole at base. <br />0 edia. drain line w/6a. Gate Valve. Run pipe to drainage sump. (Sch. 40 Steel) <br />23 1/2" Air Line to 2 H.P. Compressor in Pumphouse <br />24 Tdia. Bypass line (Alt. Pipe) <br />END VIEW <br />PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR VED DATE(SHEET TOTAL <br />,)iI' ,_ `� �'.� :1OAMIN SCALE: PUMPHOUSE AND PROJECT CLEMENTS WATER SYSTEM No. SHEETS <br />�`,�i1✓ � 3�'f��a a,4 3�/74a - 31f/fe i T °�` . NONE EQUIPMENT DETAILS Phase 1 5 �8 <br />