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Anchor Bolts, per <br />manufacturer's <br />recommendations. <br />4" Conic. slab with <br />6x6 W 1.4 WWF on <br />4" Sand layer. -1 <br />� X <br />III IIIA <br />3", Typ. <br />#4 Bars 12" E <br />Saw cut at edge of slab. O.C. each way 3/4" Chamfer E <br />Slope away from wall (Typ.) <br />0 <br />Expansion joint material. _ <br />+I ° <br />LA <br />N <br />a o <br />o � <br />° 4 <br />- Exist. Concrete slab <br />on grade. SEC N2 <br />1—#4 bar, continuous_ <br />1"=1'-0., <br />2 <br />SCALE: 3/4"=1'-0" 4 <br />a <br />T <br />1'-0" <br />H <br />Exist. 12" <br />Dia. culvert <br />a <br />—� X a X <br />' I <br />-- - - - - - - - -- - -- <br />I a <br />—D� X <br />D <br />2 wraps of 6x6 CU1.4 <br />W.W.R. (Typ.) <br />DETAII 5 <br />1 "=1'-o" <br />12" Dia. <br />Class IV <br />R.C.P. <br />-- - -, <br />Exist. <br />Elect. Panel <br />M <br />Exist. U.G. service <br />fromP.G.&E. <br />1250/3 <br />F --- <br />1 ----------t-------- <br />r—------- <br />—, T <br />I <br />� 120/3 <br />I t ---------- <br />r— __- <br />- } <br />-I � I <br />L <br />-- <br />240 <br />PRI <br />{' <br />+' <br />120 <br />SEC <br />"�� <br />LJ_ -1 <br />L <br />-T <br />120/1 <br />Well <br />;gib) <br />Booster <br />PLUGS <br />LIGHTS�I- <br />V� <br />t <br />-------------------- <br />+ <br />20/1 <br />i <br />L_ <br />-_i <br />G.F.I. <br />Provide interconnect <br />to well motor controller. <br />NOT • SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />Tony Refuerzo 4/96 <br />FILE NAME DRAWER SHEETNO. ACAD REVISIONS <br />Moroda\Plan\Detail <br />Pipe saddle with <br />adjustable base. <br />OTE: <br />Contractor shall <br />submit shop <br />drawings for <br />approval. <br />Concrete <br />Base <br />Square <br />or Round <br />PIPE R11PPORT /1 <br />SCALE: 3/4"=1'-0" <br />1" C, 2-#10 TWWN, <br />1-#12CU <br />20 Amp Disconnect <br />with ground fault <br />circuit interrupter. <br />FPLUGS LIGHTS <br />SOLENOID <br />PUMP <br />DATE SUBMITTED <br />DATE <br />2" Sch. <br />1 112 <br />112" <br />1/2" line t, <br />pressure sv <br />in purl <br />Salvage and <br />reuse exist. <br />air ejector. <br />Install 2" dia. <br />PVC pipe mu <br />3/4" Chamfer at <br />all exposed corners. <br />#4 Bars, <br />Vert. <br />12 " 0. C. <br />Varies <br />(4'-3" max.) <br />#4 Bars <br />Horiz. <br />12" 0. C. <br />3 - #4 Bars, <br />Horiz. <br />1� 1" <br />(TYP.) <br />a <br />- 3" <br />Clear <br />° 6" Class III Agg. Base <br />over 6" Native Soil <br />compacted to 90% <br />Relative Compaction (R.C.) <br />a <br />1n <br />4'-0" <br />SECTION <br />1 <br />3/4"=1'-0" <br />. 11211111:41WAOM <br />NOT • SCALE <br />DATE I APPROVAL RECOMMENDED I DATE <br />G <br />�91? r I A/W/ <br />/W/ __� I &/" <br />pressure relief <br />✓ No. 118, 2". <br />iping shall be <br />PVC. Run <br />above grariP <br />Dresser cou <br />with restrai <br />and reuse <br />evel gauge. <br />COUNTY OF OF SAN JOAQUIN <br />�X <br />!Q <br />12" Native <br />compacted to <br />90% R.C. <br />1 <br />TANK FOOTINGB , 3 <br />SCALE: 3/4"=1'-0" �J <br />Install 4" Gate Valves -� <br />(Typ. of 3) <br />---------------------------- <br />EAST ELEVATION <br />SCALE AS SHOWN <br />Piping Isometric <br />CONSTRUCTION <br />DETAILS <br />r -- <br />I <br />L-----------------------� <br />WEST ELEVATION <br />Sand Separator <br />Install 22.5° ell <br />for piping to clear <br />desander support <br />framing. <br />6"spool <br />--------- --------- <br />Dresser coupling with <br />restraint assy. <br />locate and install <br />id separator. <br />pport framing <br />t shown. <br />MORADA ESTATES <br />WATER SYSTEM IMPROVEMENTS <br />SHEET TOTAL <br />NO. SHEETS <br />3 3 <br />