|
THE PUMP HOUSE SHALL BE A CONVENTIONAL WOOD STUD CONSTRUCTION
<br />(TYPE V--N,M-1) WITH THE FOLLOWING MINIMUM REQUIREMENTS:
<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 SOOOROFLHTB�GRAVEL',
<br />�i�r CONFORM TO UBC 32-1,2
<br />SLOPE OSALLE
<br />4. WALLS SHALL BE COVERED ON THE EXTERIOR WITH 578' PLYWOOD SIDING
<br />(T1-11).
<br />S. HATCH TD BE BU/LT /,l//D PDDR O/eEGTLy p!/E THS
<br />10UA4? f/ATCf/ CD4ER C4S/1(7G TO EX7Eti70 G"ABOI/E lewl=-
<br />G/,(/E. hATCh' C001rf 7D ",AZ7.0" OOWIV,, APMDa•4104E 7W.E.
<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 />SOUBI3ELSHECROANW%kKIwNNU%tSWALLS
<br />E/8ETCKKE F.iN.
<br />9. PAINTING SHALL BE SUPPLIED FROM FULLER PAIN, KELLEY MOORE OR
<br />APPROVED EQUAL. PAINTING SCHEDULE SHALL BE AS FOLLOWS:
<br />110 PRIMER FINISH COLOR
<br />DOORS i 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 />/LATER/OR WALL, - 2,az6 40� u/N/
<br />/0• PUMP "Aa f AA/O CG?'emw Td BE �PO(//DED
<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 EXTINGUISHER,INSIDE THE WELL BUILDING.
<br />4. PAINT THE BUILDING WITH TWO(2) COATS OF THISTLE GREEN AA/A%ALL
<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 />-B' fK4T7�R GGNGr �D.l P. J
<br />•-••-•G W/G:r R 4/e' T&CA' iV7Z%
<br />`�'�-7rT4ff`,4GL� R.� lA�'tUST AS
<br />�� REQ DJ
<br />' ----• 3 � ;fTAA/U4,PD STS P/R�
<br />19.01'
<br />:•3/8"DEYEBOLTS, : .1/210MCHOR BOLTS,TYW .-SIMPSON LU -26
<br />TYP. (BREW 6 REQ. JOIST HANGER,TYP.
<br />2"x64D.F41I FASCIA
<br />El -
<br />TAPERED PANEL TAPERED 2"x8'D.F. I RAIEZ EN S, I -
<br />BOTH IDES Q 4 O.C.(EXCEPT )'FAN
<br />1.5' />> III MOTOR 1.5'
<br />(NO HEADER FOR CLEAR
<br />ACCESS •PIMP)•��. laii�l.WATEEL
<br />II�
<br />min
<br />• p
<br />�I iL __ I I �
<br />SWOM06L
<br />TYPICAL P/F�' SUPPoRT '
<br />AV 544W-
<br />0 44-
<br />O
<br />►� ,..2568 STEEL
<br />FRAME 8 DOOR
<br />EME PG E (/CY 9.e,6'A7-h1/N6 AOPARATVS
<br />GNGO,Q/,t/E T,4N� sGAGE
<br />per` C//LO,Q/NATO,e
<br />• , _ •� , f l I �QLTS I G/2 BUOSTBi¢
<br />I I I rn" 4 OL/MdCflGowli LEA, 21- C; 'Q
<br />� LI
<br />-•'LOUVER VI
<br />1-,J/2" ANCHOR BOLTS 2"x 6" D�F+'(k I FA CIA "" •3/8"0 EYE BOLTS, TYP.
<br />TYP(�18REOJ WOOD FRAME (8 REQ.)
<br />WALL W/3B"' '
<br />_.9l,PCO.wMP,QE'ssO,e ANO SHEETROCK • 1/2"PLYWOOD(NAILED W/8d C 6'IQC."EDGES" &
<br />MOTaQ-MOU1/TOF< FLGI�Q• TOR ANC- 19"O.C.."INTERMEDIATE'7WITH 2 PLY MINERAL
<br />/21,U✓EGTIOiII GINe ROLL ROOFING.
<br />RGOF FRAMING PLAN
<br />No Scale
<br />6 CO
<br />.-•BU/GO F /.t/STALL S'X4 �o".PEMOGgBL�
<br />IO.CI //ArGti LvveF 'flArCf>' oPE /NG TD BE 6o
<br />4.& `11 (/E.VT !N BOOF aF CIZ.QOOM
<br />IIDE •• I _Ij...24i2a fk)VER VENT
<br />AREA LIGHT am�
<br />5/8"TI-II ROUGH SAWN SIDING
<br />LO'
<br />CHLORINE LEAK
<br />DETECTION ALARM
<br />LIGHT OOOVWITT RI
<br />4.5'
<br />�TA
<br />�-•,:::.vC!a'''ei:o:r:U':>:.ueL'..::•.}i::.•i�'_:�,'..�':t-!;:Ie•?:O'.,.tw:.`:: e.;a ;•..••'.)0:•. <'r;. -,:.•.a• \\V<l
<br />O x 14 x 6 CONCRETE FLOOR SLAB 500C.FM. E q�ST FAN
<br />AND MOTOR YVAI L MOUNTED - 4UTOMAT/CAGLY
<br />� 7yv SIDE ELEVATION
<br />AGrr�A/�O w E OGbQ /s oyEV�O.
<br />(�yPJ No Scale
<br />UNO/SJ-URBEd SD/L U.VpER-SLAB
<br />PUMP HOUSE DETAIL -
<br />7f
<br />ETAIL
<br />SCREENED AND INVERT
<br />CASING VENT. 3"DIA.MI
<br />ABOVE SLAB SURFACE.
<br />WATER LEVEL GAUGE
<br />APPARATUS AND FITTINGS
<br />TO TOP OF HOWLS. -
<br />ANCHOR BOLTS, TYP.---''
<br />FINISH GRADE
<br />�1
<br />N
<br />v -
<br />f
<br />7S A)CfW171WiTR - S/ZE 4 &W-SUCr X - ^#M - MWSFQ11 X
<br />9Mll ila fur STMT AMII /wki mm too AM' Ammirr-
<br />/4mL * e-.rw - 4cr
<br />MOTOR: 7RiP-1770 R.PM.
<br />3 PHASE, 60HZ, 4BOV-
<br />W/ANSI DISCHARG Pzw.0 PA6,�/A/(v 0,fA1A1 LAt/E -,f44!
<br />FLANGE. GATGH Q4V147V.57i1W 0,f,41,(1
<br />8"SILENT CHECK,
<br />ROLL SEAL OR
<br />= A4 EQUAL.
<br />0all
<br />�,, vE,crru.Pi Mix�R
<br />Sul
<br />M 8' TAM(
<br />EQUAL)
<br />'GRAVEL FILL PIPE, 4 DIA.
<br />U..
<br />i •'`PIPE SUPPORT AS ,QEQb-
<br />(See Detail)
<br />...PUMP PEDASTAL OF MONOLITHICALLY
<br />36" POURED CONCRETE - 184ABOVE FINISH-'
<br />GRADE (48"x 4(?SLAB WITH 3'4
<br />30" BARS EA. WAY ON ALL. SIDES.)
<br />'SURFACE SANITARY GROUT SEAL, 2MNEN.
<br />THICKNESS 50 FEET MIN. DEPTH -
<br />GREATER bEPTH TO BE INSTALLED
<br />AS REQUIRED BY LOGS.
<br />i
<br />(SEE SPECIFICATIONS)
<br />`..CONDUCTOR CASING (TERMINATE
<br />3"' ABOVE FINISHED GRADE)
<br />30"DIA. x 114" THICK.
<br />28"
<br />14" -INNER CASING, ..
<br />PGiL'411wr/6.14°DIA.x 1/4"THICK.
<br />GRAVEL PACK (1/4" COALING
<br />BIRDSEYE GRAVEL OR AS
<br />' DIRECTED BY ENGINEER)
<br />'• ••••.. WATER SURFACE
<br />"----*PIPE COLUMN(SEE INSTRUCTIONS)
<br />n -• -PUMP SETTING TO BE 1$p(tFMAL L7ePTH TO FSE
<br />- 'CFsTF-r4AIIJF•D UPON COMPI. TIOIJ OF 'DRAWDoWM Tb�'�pl
<br />......... 10' OF SUCTION PIPE BELOW BOWL
<br />'~;'.." -FOOT VALVE REQUIRED ON PUMP-
<br />•• -CASING CENTRALIZER (TYP.OF4)
<br />41
<br />I
<br />44
<br />L CAP
<br />7S A)CfW171WiTR - S/ZE 4 &W-SUCr X - ^#M - MWSFQ11 X
<br />9Mll ila fur STMT AMII /wki mm too AM' Ammirr-
<br />/4mL * e-.rw - 4cr
<br />MOTOR: 7RiP-1770 R.PM.
<br />3 PHASE, 60HZ, 4BOV-
<br />W/ANSI DISCHARG Pzw.0 PA6,�/A/(v 0,fA1A1 LAt/E -,f44!
<br />FLANGE. GATGH Q4V147V.57i1W 0,f,41,(1
<br />8"SILENT CHECK,
<br />ROLL SEAL OR
<br />= A4 EQUAL.
<br />0all
<br />�,, vE,crru.Pi Mix�R
<br />Sul
<br />M 8' TAM(
<br />EQUAL)
<br />'GRAVEL FILL PIPE, 4 DIA.
<br />U..
<br />i •'`PIPE SUPPORT AS ,QEQb-
<br />(See Detail)
<br />...PUMP PEDASTAL OF MONOLITHICALLY
<br />36" POURED CONCRETE - 184ABOVE FINISH-'
<br />GRADE (48"x 4(?SLAB WITH 3'4
<br />30" BARS EA. WAY ON ALL. SIDES.)
<br />'SURFACE SANITARY GROUT SEAL, 2MNEN.
<br />THICKNESS 50 FEET MIN. DEPTH -
<br />GREATER bEPTH TO BE INSTALLED
<br />AS REQUIRED BY LOGS.
<br />i
<br />(SEE SPECIFICATIONS)
<br />`..CONDUCTOR CASING (TERMINATE
<br />3"' ABOVE FINISHED GRADE)
<br />30"DIA. x 114" THICK.
<br />28"
<br />14" -INNER CASING, ..
<br />PGiL'411wr/6.14°DIA.x 1/4"THICK.
<br />GRAVEL PACK (1/4" COALING
<br />BIRDSEYE GRAVEL OR AS
<br />' DIRECTED BY ENGINEER)
<br />'• ••••.. WATER SURFACE
<br />"----*PIPE COLUMN(SEE INSTRUCTIONS)
<br />n -• -PUMP SETTING TO BE 1$p(tFMAL L7ePTH TO FSE
<br />- 'CFsTF-r4AIIJF•D UPON COMPI. TIOIJ OF 'DRAWDoWM Tb�'�pl
<br />......... 10' OF SUCTION PIPE BELOW BOWL
<br />'~;'.." -FOOT VALVE REQUIRED ON PUMP-
<br />•• -CASING CENTRALIZER (TYP.OF4)
<br />5403 -! �•
<br />a
<br />PROJECT RECORD DOCUMENT
<br />I I IIS DOCUMEN T I IAS BEEN 1`1IEPARED BY CGA SOLELY FROM
<br />-AS•BIKtT' N4FORMATION PROVIDED BY TIIE DENIM
<br />CONTRACTOR FOR THIS PROJECT. CONSTRUCTION ITEMS
<br />SHOWN IIEREIN AS -CLOUDED' ARE DEVIATIONS FROM TO III
<br />OMOINAL, APPROVED DESION. ALL OTHER CONSTRUCTION
<br />1E ASSUMED TO IIAVE OCCURRED PER 'PLAN', TO WITFIx4
<br />STANDARD CONSTRUCTION ALLOWANCES.
<br />DATE PREPARED:
<br />E
<br />THE MOTOR SHALL BE FULL VOLTAGE VERTICAL HOLLOW SHAFT SQUIRREL -CAGE
<br />INDUCTION TYPE 3 PHASE 480 VOLT 60 HZ, 1 770 R.P.M AND SHALL
<br />ASMWELLWASHBAPPLICABLE
<br />ING APPROVEDABYAUISFOR THEA§PECIFIEDNSEAVICEE AND THE NEC
<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 ELECTRIE
<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 INE LIFE RATING IS NO LESS THAN 5 YEARS OF OPERATION
<br />AT 24 HOURS PER DAY. THE MOTOR SHALL HAVE ALL NECESSARY HARDWARE,
<br />NAME PLATE, AND BE PAINTED WITH AN ALKLID TYPE ENAMEL.
<br />VERTICAL DEEP WELL TURBINE PUMPS:
<br />VERTICAL DEEP WELL TOHE PUMPS SHALL BE WATER LUBRICATED FLONAY DKM o
<br />OR EQUAL CAPABLE OF NmING THE FOLLOWING DESIGN CONDITIONS AND
<br />REQUIRED PERFORMANCE.
<br />A. THE FOLLOWING ARE THE DESIGN CONDITIONS UNDER WHICH THE PUMP ALL /NFORMAT/DA/ /5
<br />WILL OPERATE: SUGC/EcT7a 757 /mow
<br />1. WELL SIZE: 14 INCH DIAMETER
<br />2. WELL DEPTH: 490 FEET "
<br />3. STANDING NATER LEVEL: 60 - 80 FEET
<br />4. PUMPING NATER LEVEL: 120+ FEET
<br />5. DEPTH TO FIRST PERFORMANCE: 350 + FEET
<br />6. PUMP DISCHARGE INTO DISTRIBUTION TYSTEM a 67 P.S.I. MINIMUM
<br />7. PUMP SETTING: 350tFEET TO BOTTOM OF PUMP
<br />8. PUMP BOWL SIZE: 10 INCHES
<br />9. NQ: OF STAGES: 8 MIN.
<br />10. ELECTRIC MOTOR SIZE: 75H.P.
<br />/I 04sG1-1,4,RG E' : 7S0 cw1w •
<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 />B. REQUIRED MERFORMANCE: THE PUMP SHALL BE CAPABLE OF MEETING OR
<br />EXCEEDING THE DESIGN CONDITIONS. THE TOTAL PUMPING HEAD SHALL ,
<br />INCLUDE LOSSES THROUGH THE PUMP COLUMN DISCHARGE HEAD ETC.
<br />THE MINIMUM OVERALL PLANT EFFICIENCY SHALL EXCEED 70Z IG PLACE,
<br />AND SHALL BE DEMONSTRATED PRIOR TO ACCEPTANCE OF WORK. ALL
<br />THINGS BEING EQUALCONSIDERATION WILL BE GIVEN TO EJERGY
<br />CONSERVATION AND REDUCTION OF OVERALL PUMPING COSTS.
<br />DEEP WELL CASIMG AND SCI+FF
<br />A. INNER -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 />CONTRACTOR FOR APPROVAL AFTER THE TEST WELL E LOG IS COMPLETED
<br />AND PRIOR f0 DRILLING THE WELL.
<br />PUMP NOTES:
<br />1. ALL CONSTRUCTION TO BE DONE IN CONFORMANCE WITH THE PROVISIONS
<br />OF SAN JOAQUIN COUNTY ORDINANCE MO. .1862 AND NATER WELL STANDARDS,
<br />STATE OF CALIFORNIA JULLETIN NO. 74 AND COUNTY OF SAN JOAQUIN'S
<br />DEPARTMENT OF PUBLIC WORKS, DEPARTMENT OF ENVI RONME14TALHEALTH.
<br />2. WELL LOCATIONTO 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 />ULTIMATE 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 SHOWING PUMP
<br />TOTAL HEAD, PUMP INPUT HORSEPOWER AND PUMP EFFICIENCY WHEN
<br />PUMPING AT DESIGNATED CHARACTERISTICS.
<br />No. 22918�
<br />NOTE TO DEVELOPERS
<br />AND CONTRACTORS:
<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 ENGINEERING
<br />AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE
<br />PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN 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 HAVE BEEN
<br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE
<br />STAKING WORK.
<br />MINI POWER ZONE SQUARE D
<br />MODEL MPZ 10540 F OR
<br />#8,*F6GNQ,3/4"C _ 11.4 BARE
<br />CU, GROUND, 3A"C EQUAL WESTING OUSE.
<br />E
<br />L CAP
<br />10, -SIZE 4 COMB. STARTER
<br />�/¢"STEEL PG4 rE
<br />O -I
<br />75 PUMP
<br />WELL PROFILE
<br />Manteca, California 95336
<br />ROTARY, DRILLED GRAVEL ENVELOPE
<br />WELL
<br />NB Seals
<br />(209) 2239-BOO7
<br />NOTE: ALL ELEVATIONS SHOWN ARE
<br />SIZE I COMB.SMRTER
<br />ESTIMATED ONLY. FINAL LENGTHS
<br />THE WILLOWS
<br />TO BE DETERMINED AFTER LOG
<br />1 CHLORINE BOOSTER PUMP
<br />BORING ANALYSIS.
<br />WELL PROFILE
<br />PG 8t E
<br />48OV 330
<br />4 WIRE ALL 480 VOLT CIRCUIT BREAKERS SHALL
<br />200A
<br />SERVICE BE 252000 AIC MINIMUM.
<br />AND DETAILS
<br />22,500A SYMMETRICAL AVAILABLE PER F 9 E. -
<br />BOND TO WATER M 200A METER SOCKET AND TEST BLOCKS PER PG8;E REQUIRMENTS.
<br />PER CODE
<br />ik4 COPPER GROUND
<br />O
<br />3-256fiACM -#6 GND., 2'C
<br />""2 COPPER 3P
<br />/i�oRv �+,aw/,vim dDATE
<br />175A
<br />200A
<br />SHEET NO
<br />�125K
<br />O GEN.
<br />DESCRIPTION
<br />s -/C /
<br />r ?JC
<br />Ci S✓G ? diCw
<br />Cr S /G /ca/
<br />DESIGNED BY
<br />200A TRANSFER -SWITCH, 25,000A WITHSTAND RATING,MININUM
<br />3-250MCM
<br />*6 CND.
<br />OF /¢ SHTS
<br />DRAWN BY FN
<br />CHECKED BY RVD
<br />AS BUILT BY •
<br />HENRY M. HIRATA, R.GE.2125B
<br />DIRECTOR OF PUBLIC WORKS
<br />SAN JOAOUIN -COUNTY, CA.
<br />pKVV�4\8U-120/240 VOLT 10 3WIRE
<br />FILE
<br />5403 -! �•
<br />a
<br />PROJECT RECORD DOCUMENT
<br />I I IIS DOCUMEN T I IAS BEEN 1`1IEPARED BY CGA SOLELY FROM
<br />-AS•BIKtT' N4FORMATION PROVIDED BY TIIE DENIM
<br />CONTRACTOR FOR THIS PROJECT. CONSTRUCTION ITEMS
<br />SHOWN IIEREIN AS -CLOUDED' ARE DEVIATIONS FROM TO III
<br />OMOINAL, APPROVED DESION. ALL OTHER CONSTRUCTION
<br />1E ASSUMED TO IIAVE OCCURRED PER 'PLAN', TO WITFIx4
<br />STANDARD CONSTRUCTION ALLOWANCES.
<br />DATE PREPARED:
<br />E
<br />THE MOTOR SHALL BE FULL VOLTAGE VERTICAL HOLLOW SHAFT SQUIRREL -CAGE
<br />INDUCTION TYPE 3 PHASE 480 VOLT 60 HZ, 1 770 R.P.M AND SHALL
<br />ASMWELLWASHBAPPLICABLE
<br />ING APPROVEDABYAUISFOR THEA§PECIFIEDNSEAVICEE AND THE NEC
<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 ELECTRIE
<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 INE LIFE RATING IS NO LESS THAN 5 YEARS OF OPERATION
<br />AT 24 HOURS PER DAY. THE MOTOR SHALL HAVE ALL NECESSARY HARDWARE,
<br />NAME PLATE, AND BE PAINTED WITH AN ALKLID TYPE ENAMEL.
<br />VERTICAL DEEP WELL TURBINE PUMPS:
<br />VERTICAL DEEP WELL TOHE PUMPS SHALL BE WATER LUBRICATED FLONAY DKM o
<br />OR EQUAL CAPABLE OF NmING THE FOLLOWING DESIGN CONDITIONS AND
<br />REQUIRED PERFORMANCE.
<br />A. THE FOLLOWING ARE THE DESIGN CONDITIONS UNDER WHICH THE PUMP ALL /NFORMAT/DA/ /5
<br />WILL OPERATE: SUGC/EcT7a 757 /mow
<br />1. WELL SIZE: 14 INCH DIAMETER
<br />2. WELL DEPTH: 490 FEET "
<br />3. STANDING NATER LEVEL: 60 - 80 FEET
<br />4. PUMPING NATER LEVEL: 120+ FEET
<br />5. DEPTH TO FIRST PERFORMANCE: 350 + FEET
<br />6. PUMP DISCHARGE INTO DISTRIBUTION TYSTEM a 67 P.S.I. MINIMUM
<br />7. PUMP SETTING: 350tFEET TO BOTTOM OF PUMP
<br />8. PUMP BOWL SIZE: 10 INCHES
<br />9. NQ: OF STAGES: 8 MIN.
<br />10. ELECTRIC MOTOR SIZE: 75H.P.
<br />/I 04sG1-1,4,RG E' : 7S0 cw1w •
<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 />B. REQUIRED MERFORMANCE: THE PUMP SHALL BE CAPABLE OF MEETING OR
<br />EXCEEDING THE DESIGN CONDITIONS. THE TOTAL PUMPING HEAD SHALL ,
<br />INCLUDE LOSSES THROUGH THE PUMP COLUMN DISCHARGE HEAD ETC.
<br />THE MINIMUM OVERALL PLANT EFFICIENCY SHALL EXCEED 70Z IG PLACE,
<br />AND SHALL BE DEMONSTRATED PRIOR TO ACCEPTANCE OF WORK. ALL
<br />THINGS BEING EQUALCONSIDERATION WILL BE GIVEN TO EJERGY
<br />CONSERVATION AND REDUCTION OF OVERALL PUMPING COSTS.
<br />DEEP WELL CASIMG AND SCI+FF
<br />A. INNER -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 />CONTRACTOR FOR APPROVAL AFTER THE TEST WELL E LOG IS COMPLETED
<br />AND PRIOR f0 DRILLING THE WELL.
<br />PUMP NOTES:
<br />1. ALL CONSTRUCTION TO BE DONE IN CONFORMANCE WITH THE PROVISIONS
<br />OF SAN JOAQUIN COUNTY ORDINANCE MO. .1862 AND NATER WELL STANDARDS,
<br />STATE OF CALIFORNIA JULLETIN NO. 74 AND COUNTY OF SAN JOAQUIN'S
<br />DEPARTMENT OF PUBLIC WORKS, DEPARTMENT OF ENVI RONME14TALHEALTH.
<br />2. WELL LOCATIONTO 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 />ULTIMATE 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 SHOWING PUMP
<br />TOTAL HEAD, PUMP INPUT HORSEPOWER AND PUMP EFFICIENCY WHEN
<br />PUMPING AT DESIGNATED CHARACTERISTICS.
<br />No. 22918�
<br />NOTE TO DEVELOPERS
<br />AND CONTRACTORS:
<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 ENGINEERING
<br />AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE
<br />PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN 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 HAVE BEEN
<br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE
<br />STAKING WORK.
<br />MINI POWER ZONE SQUARE D
<br />MODEL MPZ 10540 F OR
<br />#8,*F6GNQ,3/4"C _ 11.4 BARE
<br />CU, GROUND, 3A"C EQUAL WESTING OUSE.
<br />ALC Associates
<br />A
<br />W31P
<br />10, -SIZE 4 COMB. STARTER
<br />Consulting Civil Engineers
<br />903 W. Center St., Suite 2
<br />O -I
<br />75 PUMP
<br />Manteca, California 95336
<br />WIREWAY S401
<br />(209) 2239-BOO7
<br />31F1,*6GND., I- 1/2"C
<br />SIZE I COMB.SMRTER
<br />THE WILLOWS
<br />'PO-�
<br />1 CHLORINE BOOSTER PUMP
<br />IMPROVEMEPdT PLANS
<br />WELL PROFILE
<br />S402
<br />_
<br />3#12,1112GND., 3/4"C
<br />SIZE I COMB. STARTER
<br />AND DETAILS
<br />3PQ-I I-�i'��.
<br />2 AIR COMPRESSOR
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JIMUIN COUNTY, CALIFORNIA
<br />S404
<br />/i�oRv �+,aw/,vim dDATE
<br />SCALE AS SHOWN
<br />APPROVED BY DATE
<br />SHEET NO
<br />REVISION
<br />NO
<br />ONE LINE ELECTRICAL MAGRAM
<br />3
<br />-,0g
<br />DESCRIPTION
<br />s -/C /
<br />r ?JC
<br />Ci S✓G ? diCw
<br />Cr S /G /ca/
<br />DESIGNED BY
<br />OF /¢ SHTS
<br />DRAWN BY FN
<br />CHECKED BY RVD
<br />AS BUILT BY •
<br />HENRY M. HIRATA, R.GE.2125B
<br />DIRECTOR OF PUBLIC WORKS
<br />SAN JOAOUIN -COUNTY, CA.
<br />Joe No.
<br />002/=0/
<br />FILE
<br />
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