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THE PUMP THEAFCONVENTIONALIIMUMDREQUIREMENTSUCT1014 <br />1. WOOD FRAME BUILDING 20' LONG BY 14' WIDE BY 8' HIGH. <br />2. ALL WOOD -FRAMED CONSTRUCTION SHALL CONFORM TO UBC CHAPTER 25. <br />3 SOOOOFLHTL GRAVEL', �¢ rSHALL CONFORM TO UBC 32-1,2 <br />SLOPE ROOF SHALL <br />4. WALLS SHALL BE COVERED ON THE EXTERIOR WITH 5/8" PLYWOOD SIDING <br />(T1-11). <br />5. HATG// Td re B!J/l,T /.!/ v .PODfr THE <br />IPZI,W 4147cy CavER c,4siAl2; TO 157xrEtill;1 G11 ABorrE <br />Glf/E 1-47e,/7' Co01F-f 7D "AZ7'o- 0,00/m, ,0WMpv4r3LE 7YyPE. <br />6. THE DOOR AND JAMB SHALL BE 18 GAGE STEEL WITH FIXED PIN HINGES AND <br />A HEAVY DUTY HASP BOLTED THROUGH THE DOOR. <br />7. VENT SIZING SHALL BE ADEQUATE TO SUPPLY THE VENTING NEEDS OF THE <br />CHLORINATOR. <br />8. PROVIDE 3/4' AC EXTERIOR PLYWOOD AS REQUIRED ON INTERIOR WALLS FOR <br />TOUBEI3/80 SHEETCROCKANW%�. EQUIPMENT. <br />UI wU' . ALL �r7L.QE INTERIOR <br />%R %SN.WALLS <br />9. PAINTING SHALL BE SUPPLIED FROM FULLER PAIN, KELLEY MOTRE OR <br />rrttr�APPROVED EQUAL. PAINTING SCHEDULE SHALL BE AS FOLLOWS: <br />1_ 0 PR1,FINISH COLOR <br />DOORS li FRAMES 2 COATS 2 COATS EXTERIOR THISTLE <br />OTHER METAL, VENTS ZINC OXIDE ENAMEL SEMIGLOSS GREEN <br />WOOD TRIM FASCIAS ----- 2 COATS OF BLACK <br />EXPOSED RAFTERS FLAT LATEX <br />EXTERIOR DOUGLAS ----- 2 COATS OF THISTLE <br />FIR PLYWOOD FLAT LATEX GREEN <br />/N7-9.4/4>,e GV//LLS --- 2 6d475 D,c <br />/d PUiw p "Af 4N0 cG7'emw v BE I'V11/D Y DVr!-6� <br />I . 20.0' <br />0.50' 19.0` <br />1 <br />•3/8"I�EYE BOLTS, ..•.I/21OA14CHOR BOLTS,TYPa <br />TYP. (8 REQ.) 18 REQ . <br />' 2''x C" D. F 4'I FASCIA- <br />_ <br />1 <br />uiC. FANEL TAPERED 2"x e" D.F. I RAI ES, - <br />" - BOTH IDES Q 4"O.C.( EXCEPT ENDS) <br />JJ� <br />1.5` <br />¢G� <br />'2-6'WIDE WOOD RS <br />F <br />:� e I <br />UVO HEADER FOR CLEAR/ + <br />ACCESS M PUMP) 7 `` log DOO <br />W.,STEEL HASP <br />TYPE LOCK. p y //A7CN ...% �- <br />�Gij I <br />'SIvPS LU-26 -- <br />JOIST HANGER <br />(ROTH SIDES) <br />- NOTES TO CONTRACTOR: <br />1. PROVIDE LOCK AND KEYS (2 ea.) HASP LOCK ON STEEL DOOR AS <br />APPROVED BY SAN JOAQUIN COUNTY. <br />2. PROVIDE 2, 4' LONG FLORESCENT LIGHT FIXTURES WITH PROTECTIVE <br />CAGES (DUAL LAMPS). LOCATE REQUIRED LIGHT SWITCH AT ENTRY. <br />ALL WIRE RUNS SHALL BE IN CONDUIT. <br />3.."INSTALL A 201 B.C. FIRE 4EXTING' SHER. INSIDE THE WELL BUILDING. <br />4. PAINT THE BUILDING WITH TWO(2) COATS OF THISTLE GREEN AONrALL <br />ABOVE GROUND FITTINGS INCLUDING THE PRESSURE TANK WITH TWO (2) <br />COATS OF RUSTOLEUM SILVER. PAINT THE -DOOR WITH TWO (2) COATS <br />OF BLACK PAINT. <br />5.- INSTALL SCREENS ON ALL WELL'VENTS. <br />6. PROVIDE TWO (2) SAMPLING TAPS (INSIDE AND OUTSIDE THE BUILDING). <br />7. OBTAIN A BUILDING PERMIT FOR THE PUMP HOUSE. <br />.-SIMPSON L11-26 <br />JOIST HANGER,TYP. <br />Im-ilmlill <br />milli <br />8.0' <br />-9' �T�P. LlivCt rD/P. f <br />•� R.� �.4GtXT AS <br />-- �' 6TiQ1t ~S S7� Ae'&L <br />-J -,77AF, <br />' SGY1�1� <br />nncwe P/A' 611A VrrT <br />50, ,w scAc� <br />'p <br />,(AV lvht w P/P/NG rS sGS/L rv&v- <br />PG �E SE'Qd/G� IIJ.rCON�c/�GT <br />0 <br />ti 256 8 STEEL <br />FRAME 13 DOOR <br />ko <br />ENlE,QGE.VC� ,BecAT/V//✓G APPARATL/5 <br />Gf/GO,Q/�!/E r,4it/�(', SCALE <br />0 Pam' Cf/LOiQ/^/.4TOre <br />f r� I`_z <br />r- ^� l a LOUVER V <br />- - --- <br />,•,J/2,191 ANCHOR BOLTS 2"x 6" D. F. I FA CIA `.� •3/8" 0 EYE BOLTS, TYP. <br />TfP. (18 REW `WOOD FRA1ME�s `, NAI(8 REQ. ) <br />WALL W/3/8 <br />A/.PCO�aPEsso� A•Vv A/R L/NE SHEETROCK R� 19"O.C�O (MEDIATE") W TH 2 PLY MINERAL <br />MOT�Q-/Y1O"7-OFi-�LG�,�. TD 7.4AK lrl&,/E'GT1_dlV L/iIl-' ROLL ROOFING. <br />ROOF FRAMING P LAN i <br />No Scale <br />1 5 / 1 CO <br />a <br />10.0 <br />150 YWU OUTSIDE • <br />AREA LIGHT <br />,a11ZP -r 1A1STALL S'X 4 fa PE1We. A&E <br />h/ATG/! CDdE,e 'f047 W DPE 1,05 77) 0-1-� G " <br />1 Ate- Z 1A45-. . 72ii :47111 'tl,6wT "fooF aF C/2 49D1k/ <br />,• W15"TI-tl ROUGH SAWN SIDING <br />1,0' <br />li <br />CHLORINE LEAK <br />DETECTION ALARM <br />LIGHT UOOWATT R <br />1.5' .2W24" LdJVER VENT <br />1 <br />4.5' <br />.r� 'w';i'. a •d•:c:r::�•'�, ;x:'�;: :�',i: :d• •'1•:.7.:.:�. .Q:d,.•_c :w•�•:.'k.•::e'•.f :b-. `o�':��.. •.a. <br />`t. 0'x 14'x 6"CONCRETE FLOOR SLAB •500C.FM. EXHAUST .FAN <br />AND MOTOR � UNTED - ,4u7, A7/cAGGY <br />/Z (�}"�5J* 4� tr T'''" S l D E E LEVAT I O N �'�r�r�r�� w E vc�,e �s <br />CTYP� No Scales <br />UNaisTUR.BE'a soi� Ui(IpER sGdB <br />PUMP HOUSE DETAIL <br />Now <br />SCREENED AND INVERTED <br />CASING VENT. 3"DIA.MIN. <br />ABOVE SLAB SURFACE. <br />WiWER LEVEL GAUGE <br />APPARATUS AND FITTINGS <br />TO TOP OF BOWLS. - __.._......_ <br />ANCHOR BOLTS, TYP. ._. <br />FINISH GRADE ...... <br />O <br />0 <br />7f #c Cif Ma - SIZE 4 OW - 5 Utr JIC - ^IT - MWAFA AEC' <br />mzm # E,Tial� <br />.MO11DR: 7t1-IP-1770 R.PM. <br />3 PHASE, 60 HZ, 480 V_ <br />W/ANSI DISCHARG �G�Mf PAGk/�I/G D.PA/N L/A/E _1&11 / <br />FLANGE. 41A,'P,1F5ea 0!/Xf/O 7V <br />--- G4rcH BAS/44,, <br />8"SKENT CHECK, <br />ROLL S464C OR <br />0AWA4 - EQUAL. <br />4cEA*C C/1 //k.J�_GT7exl P77 <br />-hill <br />M 9" TANK <br />47 <br />INSTALL 8" METER <br />(MICROMETER OR <br />t EQUAL) <br />j <br />'GRAVEL FILL PIPE, 4"DiA. <br />•� Imo• � <br />s PIPE SUPPORT 45 e1W <br />' (See Detail) <br />''•PUMP PEDASTAL OF MONOLITHICALLY <br />36" <br />POURED CONCRETE - 18'ABOVE FINISH ' <br />GRADE (48"x 46' SLAB WITH 3-'4 <br />30" <br />BARS EA. MY ON ALL. SIDES.) <br />•••-•SURFACE SANITARY GROUT SEAL, eMMN. <br />`•, THICKNESS 50 FEET MIN. DEPTH - <br />GREATER bEPTH TO BE INSTALLED <br />AS REQUIRED BY LOGS. <br />t (SEE SPECIFICATIONS) <br />r <br />` -.CONDUCTOR CASING (TERMINATE <br />3"ABOVE FINISHED GRADE) <br />30"DIA. x 114" THICK. <br />2811 <br />-INNER CASING' <br />f4" <br />�G L�'7,1;t-141DIA. x I /4"THICK. <br />r <br />-,.. GRAVEL PACK (1/4" COALING <br />- ' BIRDSEYE GRAVEL OR AS <br />' DIRECTED BY ENGINEER) <br />----`-----STATIC WATER SURFACE <br />•PIPE COLUMN(SEE INSTRUCTIONS) <br />r •PUMR SETTING TO BE Itof± FINAL r= <br />VePrk TO B <br />�TF_r�►IWrwD UPON WMP1.LTI00 of VKAWPoWW T&ST}. <br />Q - 10' OF SUCTION PIPE BELOW BOWL <br />'-FO(7T VALVE REQUIRED ON PUMP <br />41 ,....• CASING CENTRALIZER (TYP.OF4) <br />LWELL CAP <br />�/¢S7EEL /" TE <br />WELL PROFILE <br />ROTARY, DRILLED GRAVEL ENVELOPE WELL <br />No Scats <br />NOTE: ALL ELEVATIONS SHOWN ARE <br />ESTIMATED ONLY. FINAL LENGTHS <br />TO BE DETERMINED AFTER LOG <br />BORING ANALYSIS. <br />PG a F <br />480V 33 0 4 WIRE ALL 480 VOLT CIRCUIT BREAKERS SHALL <br />200A SERVICE BE 252000 AIC MINIMUM. <br />22,500A SYMMETRICAL AVAILABLE PER PG 8� E, <br />BOND TO WATER M 200A METER SOCKET AND TEST BLOCKS PER PG & E REQUIRMENTS. <br />PER CODE 4 COPPER GROUND <br />0 3_-25B-ia1eW_#6 GND., 2'I✓ <br />"2 COPPER 3P 175A <br />200A 125 K <br />O GEN. <br />200A TRANSFER -SWITCH, 25,000 A WITHSTAND RATING, MINIMUM <br />3 - 250 MCM 40A IOKVA 480-(20/240 VOLT 10 3 WIRE <br />0 6 GND. <br />2P 1 60A <br />S 403 <br />a _ <br />06,#6 GNa; 3/4"C *4 BARE CU, GROUND, 3A"C <br />A le -SIZE 4 COMB. STARTER <br />3P O� 75 PUMP <br />PROJECT RECORD DOCUMENT <br />I I NS DOCUMEN T 1 OAS DEEN PREPARED BY CDA SOLELY FROM <br />'AS•SWLT' WORMATION PROVIDED BY 711E GENMAL <br />CONTRACTOR FOR 7111E PROJECT. CONSTRUCTION ITEMS <br />SOIOWN HEREIN AS "CLOUDED' ARE DEVIATK*1S FROM TIIE <br />ORIGINAL. APPROVEO DESIGN. ALL OTHER CONSTRUCTION <br />IS ASSUMED TO IIAVE OCCUFMIED PER 'PLAN'. TO VMTP11N <br />STANDARD CONSTRUCTION ALLOWANCES. <br />DATE PREPARED: <br />WIREWAY LS <br />401 <br />3 _I <br />, 46 GND., I - 1/2"C <br />/ A <br />0-� <br />S402 <br />3 # 12, # 12 GND., 3 /4 "C <br />NELL SPECIFICATIONS: <br />DEEPWELL PUMP MOTOR <br />THE MOTOR SHALL BE FULL VOLTAGE VERTICAL HOLLOW SHAFT SQUIRREL -CAGE <br />11UCTION <br />TYPE 3 PHASE 480 VOLT 60 HZ, 1 770 R.P.M. AND SHALL <br />AND THE NEC <br />ASM[YELLWASHBEING APPROVED BYAULSFOR THEABPEGIFIEDNSEAVICE. <br />THE MOTOR SHALL BE IN A DRIP --PROOF ENCLOSURE SIZED AS PER NEMA <br />STANDARDS. <br />THE MOTOR SHALL HAVE A CAST IRON FRAME AND BEARING HOUSING. <br />GUIDE AND THRUST BEARINGS SHALL BE SHIELDED, REGREASABLE, VACUUM <br />DEGASSED STEEL BALL -BEARING TYPE, SPECIALLY SELECTED FOR ELECTRIC <br />MOTOR SERVICE. <br />THE THRUST BEARINGS SHALL BE OF AMPLE CAPACITY TO CARRY THE WEIGHT OF <br />ALL ROTATING PARTS PLUS HYDRAULIC DOWN THRUST. THE BEARING SHALL BE <br />OF SUCH SIZE THAT NE LIFE RATING IS NO LESS THAN 5 YEARS OF OPERATION <br />AT 24 HOURS PER DAY. THE MOTOR SHALL HAVE ALL NECESSARY HARDWARE, <br />e NA14E PLATE, AND BE PAINTED WITH AN ALKLID TYPE ENAMEL. <br />THE MOTOR SHALL HAVE ALL COPPER WINDINGS WITH CLASS F INSULATION CLASS <br />B RISE 1.15 SERVICE FACTOR. THE MOTOR SHALL BE OF PROPER SIZE TO <br />DRIVE fHE PUMP CONTINUOUSLY ON THE COMPLETED HEAD CAPACITY RANGE <br />WITHOUT THE LOAD EXCEEDING THE SERVICE FACTOR THE MOTOR SHALL BE 7S <br />kVA <br />HP MINIMUM. THE MOTOR:SHALL HAVE A MAXIMUM CODE OF F. THE MOTOR <br />SHALL BE OF HIGH EFFICIENCY DESIGN WITH A MINIMUM RATING OF .93 AT <br />FULL LOAD. <br />VERTICAL DEV_ WELL JURBINE PUMPS: <br />VERTICAL DEEP WELL TURq��NE PUMPS SHALL BE WATER LUBRICATED FLOWAY DKM*r <br />OR EQUAL CAPABLE OF ME?ING <br />THE FOLLOWING DESIGN CONDITIONS AND <br />REQUIRED PERFORMANCE. <br />A. THE FOLLOWING ARE THE DESIGN CONDITIONS UNDER WHICH THE PUMP <br />ALL /x/FOvPMAT/D1f//1; <br />WILL OPERATE: <br />SVGV�T7a 7�s7'1� <br />�PE.GTS <br />1. WELL SIZE: 14 INCH DIAMETER <br />2. WELL DEPTH: 4W FEET ' <br />3. STANDING WATER LEVEL: 60 - 80 FEET <br />4. PUMPING WATER LEVEL: 120+ FEET <br />S. DEPTH TO FIRST PERFORMANCE: 3.50 + FEET <br />6. PUMP DISCHARGE INTO DISTRIBUTION SYSTEM a 67 P.S.I. MINIMUM <br />7. PUMP SETTING: 35O}FEET TO BOTTOM OF PUMP <br />8. PUMP BOWL SIZE: 10 IN@NNES <br />9. NQ. OF STAGES: 8 MIN. <br />10. ELECTRIC MOTOR SIZE: 75H.P. <br />/ / - OlsGHARG 0- 754 G'vd/w <br />THE CONTRACTOR AND THE PUMP SUPPLIER SHALL GUARANTEE THE PERFORMANCE <br />OF THE PUMP AS SPECIFIED HEREIN AND SHALL FURNISH A CERTIFIED PUMP <br />CURVE. <br />R. REQUIRED AERFORMANCE: THE PUMP SHALL BE CAPABLE OF MEETING OR <br />EXCEEDING THE DESIGN GONDNTIONS- THE TOTAL PUMPING HEAD SHALL <br />THELMINNIMUMSOVERALLUPLANTEEFFIICIENCYUSHALLIEXCEED PLACE, <br />70ZA16 <br />AND SHALL BE DEMONSTRATED PRIOR TO ACCEPTANCE OF WORK. ALL <br />THINGS BEING EQUAL CONSIDERATION WILL BE GIVEN TO ENERGY <br />KOUCTION PUMPING <br />CONSERVATION AND OF OVERALL COSTS. <br />A. INNtR-CASINGS AND SCREENS SHALL BE COPPER BEARING CORROSION <br />'RESISTANT ASTM A-139-74 GRADE B. <br />B. ALL SCREENS SHALL BE ROSCOE MOSS "FULL FLOW" SHUTTER SCREEN <br />WITH 1/16' OPENINGS (.0625') OR EQUAL. <br />C. SCREEN DESIGN TO BE SUBMITTED TO THE COUNTY ENGINEER, BY THE <br />CONTRACTORfOFOR AWFTER TEST WELL II LOG IS COMPLETED <br />ELL_THE <br />1ELINGVAL <br />AND PRIRPUMA <br />1. ALL CONSTRUCTION TO BE DONE IN CONFORMANCE WITH THE PROVISIONS <br />OF SAN[ JOAQUIN COUNTY ORDINANCE NO..1862 AND WATER WELL STANDARDS, <br />STATE OF CALIFORNIA ULLETIN NO. 74 AND COUNTY OF SAN JOAQUIN'S <br />DEPARTMENT OF PUBLIC WORKS, DEPARTMENT OF ENVIRONMEIITAL HEALTH. <br />2. WELL LOCATION' TO BE SHOWN ON SHEET' 4 <br />3. SIZE OF CASINGS AS SHOWN IS ESTIMATED FOR BID.COMPARISON ONLY. <br />FINAL SIZE WILL DEPEND UPON WELL LOG INFORMATION OBTAINED. <br />4. ALL 'DEPTHS AS SHOWN ARE ESTIMATED FOR BID COMPARISONS ONLY. <br />ULT�MATE DEPTHS AND SETTINGS WILL BE FINALIZED AFTER DATA OBTAINED <br />FRO WELL LOG INFORMATION. <br />5. PUMP SUPPLIER TO FURNISH SHOP DRAWINGS FOR APPROVAL BY ENGINEER. <br />6. PUMP SUPPLIER TO FURNISH PUMP PERFORMANCE CURVES SHOVING PUMP <br />TOTAL HEAD, PUMP INPUT HORSEPOWER AND PUMP EFFICIENCY WHEN <br />PUMPING AT DESIGNATED CHARACTERISTICS. <br />' <br />QRpFf SS1�N <br />cr Na.22918 <br />V 11/��Q <br />£ OF CA;1F� <br />NOTE TO DEVELOPERS <br />CONTRACTORS: <br />AND <br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT, THAT <br />THE FIRM OF RLC ASSOCIATES WILL BE PERFORMING THE CONSTRUCTION <br />STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER, ANOTHER <br />ENGINEERING <br />AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE <br />PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN <br />THAT THE <br />FIRM OF RLC ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS <br />OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD <br />HAVE BEEN <br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE <br />STAKING WORK. <br />MIN{ POWER ZONE SQUARE D <br />MODEL MPZ 10549 F OR <br />EQUAL WESTINGKKOUSE. <br />RLC Associates <br />R L C'kl <br />Consulting Civil Engineers <br />903 W. Center St., Suite 2 <br />Manteca, California 95336 <br />Associate(209) <br />239-BOO7 <br />SIZE I COMB. STARTER <br />I CHLORINE BOOSTER PUMP <br />-SIZE l COMB. STARTER <br />3P('}-� �- 2 AIR COMPRESSOR <br />5404 <br />REVISION <br />NO <br />ONE LINE ELECTRICAL DIAGRAM <br />B/d .OATS.' //-/a -XI <br />THE WILLOWS <br />I M PROVEMENT PLANS <br />WELL PROFILE <br />AND DETAILS <br />DEPARTMENT OF PUBLIC WORKS <br />SANS JOIIIDUINd COLWTY,CALIFORNIA <br />SCALE AS SHOWN <br />APPROVED BY: DATE. <br />SHEET NO <br />OAP GNAW/NG <br />6-�-q( <br />DESIGNED BY <br />DESCRIPTION <br />DATE <br />OF /,� 5HTS <br />DRAWN BY FN <br />/ <br />_ _ <br />�JCA2- <br />- <br />CHECKED BY RVD <br />HENRY M. HIRATA, RC.E.21258 <br />DIRECTOR OF PUBLIC WORKS <br />SAN JOAQUIN -COUNTY,. CA. <br />JOB NO. <br />j2oo2lY6 / <br />✓G ? �i.�� <br />/-/2- <br />�/G e&J <br />AS BUILT BY <br />IFILE <br />