|
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 />
|