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-c1. n» AW_n" <br />6" concrete <br />collar <br />6x8 transition fitting <br />6"0 SWEEP EL <br />DRAWN BY <br />2" drain from <br />f desander <br />N <br />RAIN Q ETAI L t002 <br />SCALE: 1"=1'-0" <br />DATE I PROJECT ENGINEER DATE <br />4196- <br />�I� a�- S�J�y <br />A.C. Paving <br />CHECKED <br />FILE NAME DRAWER SHEET NO. I ACAD REVfSIONS <br />Moradn\Plan\Site—Pin <br />DATE <br />5110110 <br />DATE <br />SITE PLAN <br />1 1/4"=1' <br />1/2" Steel <br />Pipe <br />To Exist. <br />Tap <br />MM <br />CONSTRUCTION NOTES <br />lO R&D existing brick pilaster & 20 LF.± of wood fence. <br />(2 Place 0.20' A.C. paving over 0.50' 'ass II aggregate base placed <br />on native soil compaction to 90% relative compaction to a min. depth of 0.50'. <br />Place 0.50' Class II aggregate base over native soil compacted to 90% relative <br />compaction to a min. depth of 0.50'. <br />4D R&D existing sprinkler line to 1 foot beyond new fence. <br />OS R&D existing tree & stumps (Typ. of 3). <br />OEarthwork (Mise. Areas): Backfill existing ditch for new driveway. <br />�7 Install 16 L.F. of 12" did. Class IV RCP. Connect to exist. pipe with 6" conc. collar. <br />See Sheet 3 for detail. <br />8O <br />R&D exist. 2' did. x 6' high pressure tanks. <br />DESCRIPTION <br />21 <br />I___` <br />-______=====J <br />10 <br />R&D chlorine injection lines. Plumb new 3/4" water supply to 4'x6' pre—fab bldg. <br />posts shall be <br />R & D remaining saddle tap and in ,tall repair clamp. <br />2" clam. and gate posts shall be 2 1/2" diem. <br />I_ -- <br />-----� <br />Install 12' wide, double swing gate. <br />2 <br />R&D air release valves & piping. R&S meter, check valve & gate valve. <br />Install 20 Amp feeder circuit: 1" conduit with 2—#10 THWN & 1—#8 cu <br />I 11 <br />Rotate pump 90° and reinstall salvage] check valve. <br />Install County—furnished insertion—type flow meter sensor. Sensor and probe <br />14 <br />Furnish and install pre—fab building (4'x6') on 4" thick conc. pad. See <br />------------------- <br />----------— <br />Const. cone. slab footing (6'-6" sq. x 6" thick) reinforced with 6x6/W1.4 <br />W.W.F. <br />6 <br />Install County—furnished sand separator on cont. slab. Provide anchor <br />bolts as required <br />& fittings necessary <br />and plumb to 4" drain inlet with 2" pipe and gate valve. <br />for full & complete installation by County. Contractor shall supply conduit & <br />17 <br />Install salvaged 5,000 gallon pressure tonk. Prime all damage to exist. <br />finish and repaint. <br />18 <br />Const. conc. tank supports. See Sheet 3 for details. <br />Install 1" conduit w/ 3/8" tubing and connect to water main with new saddle <br />19 <br />Install 1/4" steel pipe conduit to pump pressure switch in exist. pump <br />house. <br />See Sheet 3 for details. <br />R&S 10' gate. R&D 20 L.F. ± of exist. chain link fence. Deliver gate to Walnut <br />Acres Well No. 1 at <br />Cherryland Avenue and Joseph Leon Lane. <br />L <br />----- <br />— — — — — <br />— — — <br />— — <br />J.P. <br />I I -------------- <br />—I� I <br />33.75 <br />I 1 <br />\ <br />1 <br />1 <br />1 <br />33.79 <br />II\ <br />L-—— <br />— — — <br />— ——— —— <br />---J <br />_ <br />_ <br />� —�--x_ <br />—�—�—mac— <br />_ <br />W—x <br />2" drain from <br />f desander <br />N <br />RAIN Q ETAI L t002 <br />SCALE: 1"=1'-0" <br />DATE I PROJECT ENGINEER DATE <br />4196- <br />�I� a�- S�J�y <br />A.C. Paving <br />CHECKED <br />FILE NAME DRAWER SHEET NO. I ACAD REVfSIONS <br />Moradn\Plan\Site—Pin <br />DATE <br />5110110 <br />DATE <br />SITE PLAN <br />1 1/4"=1' <br />1/2" Steel <br />Pipe <br />To Exist. <br />Tap <br />MM <br />CONSTRUCTION NOTES <br />lO R&D existing brick pilaster & 20 LF.± of wood fence. <br />(2 Place 0.20' A.C. paving over 0.50' 'ass II aggregate base placed <br />on native soil compaction to 90% relative compaction to a min. depth of 0.50'. <br />Place 0.50' Class II aggregate base over native soil compacted to 90% relative <br />compaction to a min. depth of 0.50'. <br />4D R&D existing sprinkler line to 1 foot beyond new fence. <br />OS R&D existing tree & stumps (Typ. of 3). <br />OEarthwork (Mise. Areas): Backfill existing ditch for new driveway. <br />�7 Install 16 L.F. of 12" did. Class IV RCP. Connect to exist. pipe with 6" conc. collar. <br />See Sheet 3 for detail. <br />8O <br />R&D exist. 2' did. x 6' high pressure tanks. <br />DESCRIPTION <br />21 <br />R&S 8" gate valve and install blind flange. <br />required. <br />10 <br />R&D chlorine injection lines. Plumb new 3/4" water supply to 4'x6' pre—fab bldg. <br />posts shall be <br />R & D remaining saddle tap and in ,tall repair clamp. <br />2" clam. and gate posts shall be 2 1/2" diem. <br />11 <br />R&D piping. R&S valves & fittings. <br />Install 12' wide, double swing gate. <br />2 <br />R&D air release valves & piping. R&S meter, check valve & gate valve. <br />Install 20 Amp feeder circuit: 1" conduit with 2—#10 THWN & 1—#8 cu <br />3 <br />Rotate pump 90° and reinstall salvage] check valve. <br />Install County—furnished insertion—type flow meter sensor. Sensor and probe <br />14 <br />Furnish and install pre—fab building (4'x6') on 4" thick conc. pad. See <br />floor plan and details. <br />15 <br />Const. cone. slab footing (6'-6" sq. x 6" thick) reinforced with 6x6/W1.4 <br />W.W.F. <br />6 <br />Install County—furnished sand separator on cont. slab. Provide anchor <br />bolts as required <br />& fittings necessary <br />and plumb to 4" drain inlet with 2" pipe and gate valve. <br />for full & complete installation by County. Contractor shall supply conduit & <br />17 <br />Install salvaged 5,000 gallon pressure tonk. Prime all damage to exist. <br />finish and repaint. <br />18 <br />Const. conc. tank supports. See Sheet 3 for details. <br />Install 1" conduit w/ 3/8" tubing and connect to water main with new saddle <br />19 <br />Install 1/4" steel pipe conduit to pump pressure switch in exist. pump <br />house. <br />See Sheet 3 for details. <br />R&S 10' gate. R&D 20 L.F. ± of exist. chain link fence. Deliver gate to Walnut <br />20 <br />Install 60 L.F.± of 8" dia. Sch. 80 Steel Pipe. <br />DESCRIPTION <br />21 <br />Install salvaged and County—furnished 8" gate valves (3) and mise. fittings as <br />required. <br />22 <br />Install 75 L.F.± of Type CL -6 Fence. Line posts shall be 1 1/2" dia., corner <br />posts shall be <br />u <br />2" clam. and gate posts shall be 2 1/2" diem. <br />KS4(1) w/ #R8 Knob & Nema 4 box. <br />23 <br />Install 12' wide, double swing gate. <br />P1 <br />24 <br />Install 20 Amp feeder circuit: 1" conduit with 2—#10 THWN & 1—#8 cu <br />equal. <br />25 <br />Install County—furnished insertion—type flow meter sensor. Sensor and probe <br />supplied by County. <br />Model No. 26350, or approved equal. <br />Contractor shall supply conduit, fittings and all necessary signal and power cable. <br />26 <br />Install County— furnished remote power source & meter totalizer for insertion—type <br />flow meter. <br />timer, 1/20 HP, 115V, 60 Hz. <br />Power supply & totalizer supplied by County. Contractor shall supply conduit <br />& fittings necessary <br />for full & complete installation by County. Contractor shall supply conduit & <br />fittings necessary for <br />f 3'-0" x 6'-8" <br />full & complete installation. <br />27 <br />Install 1" conduit w/ 3/8" tubing and connect to water main with new saddle <br />tap. All bends shall <br />be long radius sweep fittings. <br />28 <br />R&S 10' gate. R&D 20 L.F. ± of exist. chain link fence. Deliver gate to Walnut <br />Acres Well No. 1 at <br />Cherryland Avenue and Joseph Leon Lane. <br />29 Install 30 L.F. ± of Sch. 40 ABS or PVC drain pipe. See sheet 3 for inlet details. <br />Back flow preventer i/ <br />w/ hose bib. <br />FLOOR PLAN 1 <br />SCALE: 1"1 ' <br />Edge of 4" <br />conc. slab. <br />4 <br />EQUIPMENT SCHEDULE <br />SYM301_ <br />DESCRIPTION <br />DATE <br />COUNTY OF SAN JOAQUIN <br />Hand—Off—Auto Selector Switch, Type <br />SITE PLAN <br />I, <br />I <br />ji <br />Oi <br />K, Class 9001, Square D Model No. <br />u <br />KS4(1) w/ #R8 Knob & Nema 4 box. <br />n <br />Motor—driven +_J <br />P1 <br />Model No. 45-010, or approved <br />20 AMP stirrer <br />equal. <br />O <br />— Disconnect <br />P1 <br />Model No. 26350, or approved equal. <br />26 <br />A2 <br />S1 <br />�e <br />timer, 1/20 HP, 115V, 60 Hz. <br />ep <br />Backflow Preventer, Febco No. 825Y, <br />3/4", or approved equal. <br />f 3'-0" x 6'-8" <br />Back flow preventer i/ <br />w/ hose bib. <br />FLOOR PLAN 1 <br />SCALE: 1"1 ' <br />Edge of 4" <br />conc. slab. <br />4 <br />EQUIPMENT SCHEDULE <br />SYM301_ <br />DESCRIPTION <br />DATE <br />COUNTY OF SAN JOAQUIN <br />Hand—Off—Auto Selector Switch, Type <br />SITE PLAN <br />S1 <br />K, Class 9001, Square D Model No. <br />u <br />KS4(1) w/ #R8 Knob & Nema 4 box. <br />n <br />Solenoid Pump, Wallace & Tiernan <br />P1 <br />Model No. 45-010, or approved <br />LM <br />equal. <br />O <br />50 Gallon Polyethylene Tank, LMI <br />Model No. 26350, or approved equal. <br />Motor—driven stirrer with shut—off <br />timer, 1/20 HP, 115V, 60 Hz. <br />BP <br />Backflow Preventer, Febco No. 825Y, <br />3/4", or approved equal. <br />SUBMITTED <br />DATE <br />APPROVAL ECOMMENDED <br />DATE <br />COUNTY OF SAN JOAQUIN <br />SCALE AS NOTES <br />SITE PLAN <br />MORADA ESTATES WATER <br />SYSTEM IMPROVEMENTS <br />SHEET <br />NO. <br />TOTAL <br />SHEETS <br />2 <br />3 <br />