Laserfiche WebLink
Install New 25 H.P. <br />Submersible Pump <br />in Existing Well <br />s <br />6): <br />8 <br />3 <br />Pump Setting <br />DRAWN BY DATE I PROJECT ENGINEE <br />on_Z'—Za9 a/ z <br />FILE NAME NO, DRAWER ISHEET NO, <br />C.A.D. FILE <br />E,\CHWELL\SHEET3 <br />PLAN VIEW JA <br />NO SCALE <br />lb+ <br />SIDE VIEW B <br />NO SCALE <br />Now <br />a 15 <br />G] <br />Begin Pumping and <br />Electrical Equipment <br />( Well Site <br />IN <br />Side <br />erhead Discharge <br />See Detail �--�- <br />IE: ----------------- <br />Begin Alternative <br />Pipe <br />CDomestic Water1 <br />Facilities <br />250'± <br />Wharf Head <br />Fire Hydrant <br />6" Guard Posts (TYP. for 4 ) <br />o See Detail e <br />O O Vacuum Relief Valve, Appco No. 142, or equal <br />O4' Check Valve, Kennedy No. 125, or equal. <br />'w' Limit of 4" Dia. O <br />Alternative Pipe Rockwell Motel No, 411 coupling or equal. <br />® 4' Gate Valve W/Hand Wheel. <br />O1/2' Schedule 40 Pipe Run to Pressure <br />Switch and Pressure Gauge Mounted <br />on Electrical Panel <br />----------3---------- 4 , , © 5/8' Brass Water Guage, No. 610, with 36' centers, <br />x4 Tee complete with 2 -Gate Valves and PVC Guard over Sight Tube. <br />W/ Blind Flan e <br />g ]� Direct-Char9In9 Air Compressor Whitewater Mfg <br />20` <br />2 <br />------------s----------------- <br />j/yjCOUNTY OF SAN JOAQUIN I SCALD NONE <br />Alternate Pipe <br />RECORD DRAWING <br />Corrections <br />NoChanges 6y <br />Date _ 7-31-92 <br />Any Person Using This brawin_ Should Verify <br />All Information By Inspecting Ti o Site Of Work. <br />18' Min, <br />over <br />3' Sand Bedding <br />TYP, TRENCH DETAIL <br />CORRAL HOLLOW SANITARY MEET seEH E s <br />TANK & WELL DETAIL PROJECT LANDFILL WATER WELL <br />PWAgP iii 3 4 <br />K <br />Air Right Model No. 610, or equal, Requires ll/2 'NPT, <br />Female fitting, <br />® <br />Air Release Valve, Armstrong No. AR -21, or equal, Extend 3/4' <br />Pipe to low water level, <br />OPressure <br />Relief Valve, Baily No. 118, or equal. <br />1Q <br />8,000 Gallon Hydro-Pnuematic Tank ( 8' Diam, x 21' +- <br />12' x 16' Manhole <br />12' <br />12 <br />4' Dia, Flanged Outlet with Gate Valve and <br />Flanged x Threaded 6' Nipple, <br />13 <br />3/8' Steel Baffle Plates with 4' Sand Hole at Bottom, <br />14 <br />Integral Tank Supports with 2-3/4' Dia. x 12' ASTM <br />A307 Anchor Bolts, Provide 7/8' Dia, Holes in Supports, <br />15 <br />Thrust block, typical. Refer to Detail <br />16 <br />4' Conc. Pad for Tank, Refer to Detail 4 <br />17 <br />4' Conc. pad for Electrical Service. Refer to <br />Detail <br />18 <br />Electrical Service riser and conduits, Provide support <br />as necessary ( Unistrut, or equal ), <br />19 <br />Electric Service Panel and controls. Refer to Detail e <br />3/4 CCX Plywood with 2x4 Backing as Required <br />2Q <br />6' Dia. Overhead Discharge. Refer to Detail e <br />Compensation for Installing the Overhead Discharge, Including <br />Guard Posts, as shown on the Plans shall be Considered <br />as Included in the Contract Price Paid for <br />4' Dia. Alternative Pipe and no other Compensation shall be Provided. <br />21 <br />Wharf Head Fire Hydrant, James Jones No, J-344 H,P„ or equal. <br />Alternate Pipe <br />RECORD DRAWING <br />Corrections <br />NoChanges 6y <br />Date _ 7-31-92 <br />Any Person Using This brawin_ Should Verify <br />All Information By Inspecting Ti o Site Of Work. <br />18' Min, <br />over <br />3' Sand Bedding <br />TYP, TRENCH DETAIL <br />CORRAL HOLLOW SANITARY MEET seEH E s <br />TANK & WELL DETAIL PROJECT LANDFILL WATER WELL <br />PWAgP iii 3 4 <br />K <br />