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<br />� • • � � • PUINNING
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<br />lX.�< rAsrat� � t�tep 0 MOTOR eo.rws�a8------
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<br />SHAFT `CUBE
<br />PROD, IS)BE `1£� (711_ LtjSE NO
<br />IY-PE 10 DK H STAGE
<br />700 GPM -T:D N 29
<br />JMf�ELLER __ EIj LOSE1�
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<br />0 MATERIAL
<br />COL.PIPE e'250W •57r_
<br />LINE 5HAF-T' At09 GR I045.SR
<br />S"AFT TUSE - - -
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<br />PUMP BbWL. A4-5 CL•30 C, I.E.
<br />iMG'F-L 85$Q_-83$ 8122
<br />S�nRI1IG,`j (84'001 RuBs�iz gQoNZ�
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<br />EAST .ELEVATION 1. PWY/DE z, -Ar O "),see".) /dy R L2p,
<br />t+ �. wsAA9MYED BY 6AH t/OAdf!//NCO,
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<br />S�'Ec . G24V. I.O A'S ~hfM At/,F W AdOIAW 0 AWt4VIIA& fJ.
<br />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. The roof shall he °15rs`Bi+9ve! aadsha//
<br />conform to UBC 92-/,,Pslope of Foof shall be YYE,E
<br />4. Walls shall be covered on the exterior with 5/8" plywood
<br />siding (T1-11).
<br />5. The roof shall be �vlite+in4i`aysLr/:%3eilAi
<br />allow work on the pump. The removal section shall be provided
<br />with lifting eyes and shall be clear of all electrical wiring.
<br />6. The door and jamb shall be 18 gage steel with fixed pin hinges
<br />and a heavy duty hasp bolted through the door.
<br />7. Vent sizing shall be adequate to supply theme" needs of
<br />the
<br />B. Provide 3/4" AC exterior plywood as required on interior walls
<br />for mounting electrical panels and equipment. AdahkrXmCP^lot• W-46.9
<br />J
<br />9. Painting shall be supplied from Fuller Paint, Kelley -Moore or
<br />approved equal. Painting schedule shall be as follows:
<br />Item C6P/OFSd7L/tJ Primer Finish Color
<br />Doors and 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 />par -f.0 4y0r4Es:
<br />1. ALL CONSTRUCTION TO BE DONE IN CONFORMANCE WITH THE PROVISIONS OF SAN
<br />JOAQUIN COUNTY ORDINANCE NO. 1862 AND WATER WELL STANDARDS, STATE OF
<br />CALIFORNIA, BULLETIN N0. Z4~ ZA0 CO!/rYTIv0Fc-S4/fl OIeW IIP OEP1f'TifJE3YT
<br />OF P/!BG/C Wa fR9, OtPO4,VTWe&7 OF E/Y/U.9d:Y/y!E/YTAL f/EALT//
<br />2. WELL LOCATIONS TO BE AS SHOWN ON SHEET3-6 e'7.
<br />3. SIZE OF CASING AS SHOWN IS ESTIMATED FOR BID COMPARISON ONLY. FINAL
<br />SIZE WILL BE DEPENDENT UPON WELL LOG INFORMATION OBTAINED.
<br />4. ALL DEPTHS AS SHOWN ARE ESTIMATED FOR BID COMPARISONS ONLY. ULTIMATE
<br />DEPTHS AND SETTINGS WILL BE FINALIZED AFTER DATA OBTAINED FROM WELL
<br />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 TOTAL
<br />HEAD, PUMP INPUT HORSEPOWER AND PUMP EFFICIENCY WHEN PUMPING AT DESIG-
<br />NATED CHARACTERISTICS.
<br />;VELD 6,0464/f /Cfl7/ON
<br />DEEPWELL PUMP MOTOR
<br />THE MOTOR SHALL BE FULL VOLTAGE, VERTICAL HOLLOW SHAFT SQUIRREL -CAGE
<br />INDUCTION TYPE, 3 PHASE, 440 VOLT, 60 HZ, 1,770 R.P.M. AND SHALL COMPLY
<br />WITH APPLICABLE STANDARDS OF NEMA, IEEE, ANSI, AIEE AND THE NEC AS WELL
<br />AS BEING APPROVED BY UL FOR THE SPECIFIED SERVICE.
<br />THE MOTOR SHALL BE IN A DRIP -PROOF ENCLOSURE SIZED AS PER NEMA STANDARDS.
<br />THE MOTOR SHALL HAVE A CAST IRON FRAME AND BEARING HOUSINGS.
<br />GUIDE AND THRUST BEARINGS SHALL BE SHIELDED, REGREASABLE, VACUUM, DEGASSED
<br />STEEL BALL-BEARING TYPE, SPECIALLY SELECTED FOR ELECTRIC MOTOR SERVICE.
<br />THE THRUST BEARINGS SHALL BE OF AMPLE CAPACITY TO CARRY THE WEIGHT OF ALL
<br />ROTATING PARTS, PLUS HYDRAULIC DOWN THRUST. THE BEARING SHALL BE OF SUCH
<br />SIZE THAT THE LIFE RATING IS NO LESS THAN 5 YEARS OF OPERATION AT 24 HOURS
<br />PER DAY. THE MOTOR SHALL HAVE ALL NECESSARY HARDWARE, NAME PLATE, AND BE
<br />PAINTED WITH AN ALKLID TYPE ENAMEL.
<br />THE MOTOR SHALL HAVE ALL COPPER WINDINGS WITH CLASS F INSULATION CLASS B
<br />RISE, 1.15 SERVICE FACTOR. THE MOTOR SHALL BE OF PROPER SIZE TO DRIVE
<br />THE PUMP CONTINUOUSLY ON THE COMPLETED HEAD CAPACITY RANGE WITHOUT THE
<br />THE LOAD EXCEEDING THE SERVICE FACTOR, THE MOTOR SHALL BE 672 HP, MINIMUM.
<br />THE MOTOR SHALL HAVE A MAXIMUM KVA CODE OF F. THE MOTOR SHALL BE OF HIGH
<br />EFFICIENCY DESIGN WITH A MINIMUM RATING OF .93 AT FULL LOAD.
<br />VERTICAL DEEP WELL TURBINE PUMPS
<br />VERTICAL DEEP WELL TURBINE PUMPS SHALL BE WATER LUBRICATED FLOWAY DKM
<br />OR EQUAL CAPABLE OF MEETING THE FOLLOWING DESIGN CONDITIONS AND REQUIRED
<br />PERFORMANCE.
<br />a. THE FOLLWOING ARE THE DESIGN CONDITIONS UNDER WHICH THE PUMP WILL
<br />OPERATE:
<br />1. WELL SIZE: 14 INCH DIAMETER
<br />2. WELL DEPTH: 250 FEET
<br />3. STANDING WATER LEVEL: 60' - 80 FEET
<br />4. PUMPING WATER LEVEL: /eO'+ FEET
<br />5. DEPTH TO FIRST PERFORATION: 150 + FEET
<br />6. PUMP DISCHARGE INTO DISTRIBUTION SYSTEM @ 67 P.S.I. MINIMUM
<br />7. PUMP SETTING - 150 FEET TO BOTTOM OF PUMP
<br />8. PUMP BOWL SIZE - M INCHES
<br />9. NO. OF STAGES - 8 MIN.
<br />10. ELECTRIC MOTOR SIZE - 60 H.P.
<br />THE CONTRACTOR AND THE PUMP SUPPLIER SHALL GUARANTEE THE PERFORMANCE OF THE
<br />PUMP AS SPECIFIED HEREIN AND SHALL FURNISH A CERTIFIED PUMP CURVE.
<br />b. REQUIRED PERFORMANCE: THE PUMP SHALL BE CAPABLE OF MEETING OR EXCEEDING
<br />THE DESIGN CONDITIONS. THE TOTAL PUMPING HEAD SHALL INCLUDE LOSSES
<br />THROUGH THE PUMP, COLUMN, DISCHARGE HEAD, ETC. THE MINIMUM OVERALL
<br />PLANT EFFICIENCY SHALL EXCEED 70% IN PLACE, AND SHALL BE DEMONSTRATED
<br />PRIOR TO ACCEPTANCE OF THE WORK. ALL THINGS BEING EQUAL, CONSIDERATION
<br />WILL BE GIVEN TO ENERGY CONSERVATION AND REDUCTION OF OVERALL PUMPING
<br />COSTS.
<br />DEE.a "ZZ e"11"1" A/YO ✓11r9EErYS'
<br />A. lmer cosIlV6- Ar cook Ao�i� car`os�oii
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<br />7 Confracfar rSi aooiava/ a�fu
<br />colnO,Lf�' aa',/3�io/ fo dry%/ice ffi� !//.r
<br />V� 1
<br />MA16- RXRON 5TRKIAV 41,0414?WY WWW"
<br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
<br />KID -VALLEY ENGINEERING, INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE
<br />COMPLETE PROJECT. IF. HOWEVER, ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD
<br />BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS
<br />HEREBY GIVEN THAT THE FIRM OF. MID -VALLEY. ENGINEERING, INC. WILL NOT ASSUME ANY
<br />N.' RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, .WHICH MIGHT OCCUR AND WHICH COULD
<br />HAVE BEEN AVOIDED. CORRECTED OR MITIGATED IF MID -VALLEY ENGINEERING, INC.- HAD
<br />PERFORMED'THE STAKING WORK.
<br />J
<br />� ENGINEERING
<br />� • • � � • PUINNING
<br />RO. ROX 816 900 H STREET ,SUITE G
<br />MODESTO CALIFORNIA 95353 (Z09) SZ6-4214
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<br />g" x tG "A' C,1. Ot5C11 ND
<br />I Y4" L11.1E15HAF __E�COL.
<br />SHAFT `CUBE
<br />PROD, IS)BE `1£� (711_ LtjSE NO
<br />IY-PE 10 DK H STAGE
<br />700 GPM -T:D N 29
<br />JMf�ELLER __ EIj LOSE1�
<br />S'CR�\INE12 NQ __
<br />0 MATERIAL
<br />COL.PIPE e'250W •57r_
<br />LINE 5HAF-T' At09 GR I045.SR
<br />S"AFT TUSE - - -
<br />•g�wL�AFT
<br />5b4AFT'6EcL
<br />1�,IZ
<br />EARIR4 FZisTAiWEC�G,GO DACL?1'r"T�
<br />eaLW77M"
<br />PUMP BbWL. A4-5 CL•30 C, I.E.
<br />iMG'F-L 85$Q_-83$ 8122
<br />S�nRI1IG,`j (84'001 RuBs�iz gQoNZ�
<br />$ts;ARlt•1CoS(LtrJESw�.�' NEbQGe.><NE
<br />1nI
<br />2568 STEE6
<br />Fli.4rY1E,%�
<br />/J67�'r1�t/Y
<br />/f1LY/,f/TElJ Avr" Ja G r1r..4crelf:
<br />EAST .ELEVATION 1. PWY/DE z, -Ar O "),see".) /dy R L2p,
<br />t+ �. wsAA9MYED BY 6AH t/OAdf!//NCO,
<br />L. PM9✓/DE 7X�01r) f'tONO F[LMESCENT
<br />tit•.,.t'TF/XlU9E6' (,O!/At t.I,s//os). (0[A1E
<br />AkSW/iw'ED L/a(/> 6.vi>tNAIE.�>NY, .OLG
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<br />�WiD WL�'i-ER.
<br />S�'Ec . G24V. I.O A'S ~hfM At/,F W AdOIAW 0 AWt4VIIA& fJ.
<br />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. The roof shall he °15rs`Bi+9ve! aadsha//
<br />conform to UBC 92-/,,Pslope of Foof shall be YYE,E
<br />4. Walls shall be covered on the exterior with 5/8" plywood
<br />siding (T1-11).
<br />5. The roof shall be �vlite+in4i`aysLr/:%3eilAi
<br />allow work on the pump. The removal section shall be provided
<br />with lifting eyes and shall be clear of all electrical wiring.
<br />6. The door and jamb shall be 18 gage steel with fixed pin hinges
<br />and a heavy duty hasp bolted through the door.
<br />7. Vent sizing shall be adequate to supply theme" needs of
<br />the
<br />B. Provide 3/4" AC exterior plywood as required on interior walls
<br />for mounting electrical panels and equipment. AdahkrXmCP^lot• W-46.9
<br />J
<br />9. Painting shall be supplied from Fuller Paint, Kelley -Moore or
<br />approved equal. Painting schedule shall be as follows:
<br />Item C6P/OFSd7L/tJ Primer Finish Color
<br />Doors and 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 />par -f.0 4y0r4Es:
<br />1. ALL CONSTRUCTION TO BE DONE IN CONFORMANCE WITH THE PROVISIONS OF SAN
<br />JOAQUIN COUNTY ORDINANCE NO. 1862 AND WATER WELL STANDARDS, STATE OF
<br />CALIFORNIA, BULLETIN N0. Z4~ ZA0 CO!/rYTIv0Fc-S4/fl OIeW IIP OEP1f'TifJE3YT
<br />OF P/!BG/C Wa fR9, OtPO4,VTWe&7 OF E/Y/U.9d:Y/y!E/YTAL f/EALT//
<br />2. WELL LOCATIONS TO BE AS SHOWN ON SHEET3-6 e'7.
<br />3. SIZE OF CASING AS SHOWN IS ESTIMATED FOR BID COMPARISON ONLY. FINAL
<br />SIZE WILL BE DEPENDENT UPON WELL LOG INFORMATION OBTAINED.
<br />4. ALL DEPTHS AS SHOWN ARE ESTIMATED FOR BID COMPARISONS ONLY. ULTIMATE
<br />DEPTHS AND SETTINGS WILL BE FINALIZED AFTER DATA OBTAINED FROM WELL
<br />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 TOTAL
<br />HEAD, PUMP INPUT HORSEPOWER AND PUMP EFFICIENCY WHEN PUMPING AT DESIG-
<br />NATED CHARACTERISTICS.
<br />;VELD 6,0464/f /Cfl7/ON
<br />DEEPWELL PUMP MOTOR
<br />THE MOTOR SHALL BE FULL VOLTAGE, VERTICAL HOLLOW SHAFT SQUIRREL -CAGE
<br />INDUCTION TYPE, 3 PHASE, 440 VOLT, 60 HZ, 1,770 R.P.M. AND SHALL COMPLY
<br />WITH APPLICABLE STANDARDS OF NEMA, IEEE, ANSI, AIEE AND THE NEC AS WELL
<br />AS BEING APPROVED BY UL FOR THE SPECIFIED SERVICE.
<br />THE MOTOR SHALL BE IN A DRIP -PROOF ENCLOSURE SIZED AS PER NEMA STANDARDS.
<br />THE MOTOR SHALL HAVE A CAST IRON FRAME AND BEARING HOUSINGS.
<br />GUIDE AND THRUST BEARINGS SHALL BE SHIELDED, REGREASABLE, VACUUM, DEGASSED
<br />STEEL BALL-BEARING TYPE, SPECIALLY SELECTED FOR ELECTRIC MOTOR SERVICE.
<br />THE THRUST BEARINGS SHALL BE OF AMPLE CAPACITY TO CARRY THE WEIGHT OF ALL
<br />ROTATING PARTS, PLUS HYDRAULIC DOWN THRUST. THE BEARING SHALL BE OF SUCH
<br />SIZE THAT THE LIFE RATING IS NO LESS THAN 5 YEARS OF OPERATION AT 24 HOURS
<br />PER DAY. THE MOTOR SHALL HAVE ALL NECESSARY HARDWARE, NAME PLATE, AND BE
<br />PAINTED WITH AN ALKLID TYPE ENAMEL.
<br />THE MOTOR SHALL HAVE ALL COPPER WINDINGS WITH CLASS F INSULATION CLASS B
<br />RISE, 1.15 SERVICE FACTOR. THE MOTOR SHALL BE OF PROPER SIZE TO DRIVE
<br />THE PUMP CONTINUOUSLY ON THE COMPLETED HEAD CAPACITY RANGE WITHOUT THE
<br />THE LOAD EXCEEDING THE SERVICE FACTOR, THE MOTOR SHALL BE 672 HP, MINIMUM.
<br />THE MOTOR SHALL HAVE A MAXIMUM KVA CODE OF F. THE MOTOR SHALL BE OF HIGH
<br />EFFICIENCY DESIGN WITH A MINIMUM RATING OF .93 AT FULL LOAD.
<br />VERTICAL DEEP WELL TURBINE PUMPS
<br />VERTICAL DEEP WELL TURBINE PUMPS SHALL BE WATER LUBRICATED FLOWAY DKM
<br />OR EQUAL CAPABLE OF MEETING THE FOLLOWING DESIGN CONDITIONS AND REQUIRED
<br />PERFORMANCE.
<br />a. THE FOLLWOING ARE THE DESIGN CONDITIONS UNDER WHICH THE PUMP WILL
<br />OPERATE:
<br />1. WELL SIZE: 14 INCH DIAMETER
<br />2. WELL DEPTH: 250 FEET
<br />3. STANDING WATER LEVEL: 60' - 80 FEET
<br />4. PUMPING WATER LEVEL: /eO'+ FEET
<br />5. DEPTH TO FIRST PERFORATION: 150 + FEET
<br />6. PUMP DISCHARGE INTO DISTRIBUTION SYSTEM @ 67 P.S.I. MINIMUM
<br />7. PUMP SETTING - 150 FEET TO BOTTOM OF PUMP
<br />8. PUMP BOWL SIZE - M INCHES
<br />9. NO. OF STAGES - 8 MIN.
<br />10. ELECTRIC MOTOR SIZE - 60 H.P.
<br />THE CONTRACTOR AND THE PUMP SUPPLIER SHALL GUARANTEE THE PERFORMANCE OF THE
<br />PUMP AS SPECIFIED HEREIN AND SHALL FURNISH A CERTIFIED PUMP CURVE.
<br />b. REQUIRED PERFORMANCE: THE PUMP SHALL BE CAPABLE OF MEETING OR EXCEEDING
<br />THE DESIGN CONDITIONS. THE TOTAL PUMPING HEAD SHALL INCLUDE LOSSES
<br />THROUGH THE PUMP, COLUMN, DISCHARGE HEAD, ETC. THE MINIMUM OVERALL
<br />PLANT EFFICIENCY SHALL EXCEED 70% IN PLACE, AND SHALL BE DEMONSTRATED
<br />PRIOR TO ACCEPTANCE OF THE WORK. ALL THINGS BEING EQUAL, CONSIDERATION
<br />WILL BE GIVEN TO ENERGY CONSERVATION AND REDUCTION OF OVERALL PUMPING
<br />COSTS.
<br />DEE.a "ZZ e"11"1" A/YO ✓11r9EErYS'
<br />A. lmer cosIlV6- Ar cook Ao�i� car`os�oii
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<br />4- _15 /ee ? des9l: le AVsa6.�.lfeo' 157 AAF
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<br />V� 1
<br />MA16- RXRON 5TRKIAV 41,0414?WY WWW"
<br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
<br />KID -VALLEY ENGINEERING, INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE
<br />COMPLETE PROJECT. IF. HOWEVER, ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD
<br />BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS
<br />HEREBY GIVEN THAT THE FIRM OF. MID -VALLEY. ENGINEERING, INC. WILL NOT ASSUME ANY
<br />N.' RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, .WHICH MIGHT OCCUR AND WHICH COULD
<br />HAVE BEEN AVOIDED. CORRECTED OR MITIGATED IF MID -VALLEY ENGINEERING, INC.- HAD
<br />PERFORMED'THE STAKING WORK.
<br />A,ogroved /.fir/ ffie /Jii'ecfoi' Gr�'/�a/Slc X/ar.�s J
<br />C°OUlIi�/ � $O/T L/001J!//ii , CO'I�/Y1/O.
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<br />RO. ROX 816 900 H STREET ,SUITE G
<br />MODESTO CALIFORNIA 95353 (Z09) SZ6-4214
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<br />I Y4" L11.1E15HAF __E�COL.
<br />SHAFT `CUBE
<br />PROD, IS)BE `1£� (711_ LtjSE NO
<br />IY-PE 10 DK H STAGE
<br />700 GPM -T:D N 29
<br />JMf�ELLER __ EIj LOSE1�
<br />S'CR�\INE12 NQ __
<br />0 MATERIAL
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<br />PUMP BbWL. A4-5 CL•30 C, I.E.
<br />iMG'F-L 85$Q_-83$ 8122
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<br />$ts;ARlt•1CoS(LtrJESw�.�' NEbQGe.><NE
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<br />/f1LY/,f/TElJ Avr" Ja G r1r..4crelf:
<br />EAST .ELEVATION 1. PWY/DE z, -Ar O "),see".) /dy R L2p,
<br />t+ �. wsAA9MYED BY 6AH t/OAdf!//NCO,
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<br />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. The roof shall he °15rs`Bi+9ve! aadsha//
<br />conform to UBC 92-/,,Pslope of Foof shall be YYE,E
<br />4. Walls shall be covered on the exterior with 5/8" plywood
<br />siding (T1-11).
<br />5. The roof shall be �vlite+in4i`aysLr/:%3eilAi
<br />allow work on the pump. The removal section shall be provided
<br />with lifting eyes and shall be clear of all electrical wiring.
<br />6. The door and jamb shall be 18 gage steel with fixed pin hinges
<br />and a heavy duty hasp bolted through the door.
<br />7. Vent sizing shall be adequate to supply theme" needs of
<br />the
<br />B. Provide 3/4" AC exterior plywood as required on interior walls
<br />for mounting electrical panels and equipment. AdahkrXmCP^lot• W-46.9
<br />J
<br />9. Painting shall be supplied from Fuller Paint, Kelley -Moore or
<br />approved equal. Painting schedule shall be as follows:
<br />Item C6P/OFSd7L/tJ Primer Finish Color
<br />Doors and 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 />par -f.0 4y0r4Es:
<br />1. ALL CONSTRUCTION TO BE DONE IN CONFORMANCE WITH THE PROVISIONS OF SAN
<br />JOAQUIN COUNTY ORDINANCE NO. 1862 AND WATER WELL STANDARDS, STATE OF
<br />CALIFORNIA, BULLETIN N0. Z4~ ZA0 CO!/rYTIv0Fc-S4/fl OIeW IIP OEP1f'TifJE3YT
<br />OF P/!BG/C Wa fR9, OtPO4,VTWe&7 OF E/Y/U.9d:Y/y!E/YTAL f/EALT//
<br />2. WELL LOCATIONS TO BE AS SHOWN ON SHEET3-6 e'7.
<br />3. SIZE OF CASING AS SHOWN IS ESTIMATED FOR BID COMPARISON ONLY. FINAL
<br />SIZE WILL BE DEPENDENT UPON WELL LOG INFORMATION OBTAINED.
<br />4. ALL DEPTHS AS SHOWN ARE ESTIMATED FOR BID COMPARISONS ONLY. ULTIMATE
<br />DEPTHS AND SETTINGS WILL BE FINALIZED AFTER DATA OBTAINED FROM WELL
<br />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 TOTAL
<br />HEAD, PUMP INPUT HORSEPOWER AND PUMP EFFICIENCY WHEN PUMPING AT DESIG-
<br />NATED CHARACTERISTICS.
<br />;VELD 6,0464/f /Cfl7/ON
<br />DEEPWELL PUMP MOTOR
<br />THE MOTOR SHALL BE FULL VOLTAGE, VERTICAL HOLLOW SHAFT SQUIRREL -CAGE
<br />INDUCTION TYPE, 3 PHASE, 440 VOLT, 60 HZ, 1,770 R.P.M. AND SHALL COMPLY
<br />WITH APPLICABLE STANDARDS OF NEMA, IEEE, ANSI, AIEE AND THE NEC AS WELL
<br />AS BEING APPROVED BY UL FOR THE SPECIFIED SERVICE.
<br />THE MOTOR SHALL BE IN A DRIP -PROOF ENCLOSURE SIZED AS PER NEMA STANDARDS.
<br />THE MOTOR SHALL HAVE A CAST IRON FRAME AND BEARING HOUSINGS.
<br />GUIDE AND THRUST BEARINGS SHALL BE SHIELDED, REGREASABLE, VACUUM, DEGASSED
<br />STEEL BALL-BEARING TYPE, SPECIALLY SELECTED FOR ELECTRIC MOTOR SERVICE.
<br />THE THRUST BEARINGS SHALL BE OF AMPLE CAPACITY TO CARRY THE WEIGHT OF ALL
<br />ROTATING PARTS, PLUS HYDRAULIC DOWN THRUST. THE BEARING SHALL BE OF SUCH
<br />SIZE THAT THE LIFE RATING IS NO LESS THAN 5 YEARS OF OPERATION AT 24 HOURS
<br />PER DAY. THE MOTOR SHALL HAVE ALL NECESSARY HARDWARE, NAME PLATE, AND BE
<br />PAINTED WITH AN ALKLID TYPE ENAMEL.
<br />THE MOTOR SHALL HAVE ALL COPPER WINDINGS WITH CLASS F INSULATION CLASS B
<br />RISE, 1.15 SERVICE FACTOR. THE MOTOR SHALL BE OF PROPER SIZE TO DRIVE
<br />THE PUMP CONTINUOUSLY ON THE COMPLETED HEAD CAPACITY RANGE WITHOUT THE
<br />THE LOAD EXCEEDING THE SERVICE FACTOR, THE MOTOR SHALL BE 672 HP, MINIMUM.
<br />THE MOTOR SHALL HAVE A MAXIMUM KVA CODE OF F. THE MOTOR SHALL BE OF HIGH
<br />EFFICIENCY DESIGN WITH A MINIMUM RATING OF .93 AT FULL LOAD.
<br />VERTICAL DEEP WELL TURBINE PUMPS
<br />VERTICAL DEEP WELL TURBINE PUMPS SHALL BE WATER LUBRICATED FLOWAY DKM
<br />OR EQUAL CAPABLE OF MEETING THE FOLLOWING DESIGN CONDITIONS AND REQUIRED
<br />PERFORMANCE.
<br />a. THE FOLLWOING ARE THE DESIGN CONDITIONS UNDER WHICH THE PUMP WILL
<br />OPERATE:
<br />1. WELL SIZE: 14 INCH DIAMETER
<br />2. WELL DEPTH: 250 FEET
<br />3. STANDING WATER LEVEL: 60' - 80 FEET
<br />4. PUMPING WATER LEVEL: /eO'+ FEET
<br />5. DEPTH TO FIRST PERFORATION: 150 + FEET
<br />6. PUMP DISCHARGE INTO DISTRIBUTION SYSTEM @ 67 P.S.I. MINIMUM
<br />7. PUMP SETTING - 150 FEET TO BOTTOM OF PUMP
<br />8. PUMP BOWL SIZE - M INCHES
<br />9. NO. OF STAGES - 8 MIN.
<br />10. ELECTRIC MOTOR SIZE - 60 H.P.
<br />THE CONTRACTOR AND THE PUMP SUPPLIER SHALL GUARANTEE THE PERFORMANCE OF THE
<br />PUMP AS SPECIFIED HEREIN AND SHALL FURNISH A CERTIFIED PUMP CURVE.
<br />b. REQUIRED PERFORMANCE: THE PUMP SHALL BE CAPABLE OF MEETING OR EXCEEDING
<br />THE DESIGN CONDITIONS. THE TOTAL PUMPING HEAD SHALL INCLUDE LOSSES
<br />THROUGH THE PUMP, COLUMN, DISCHARGE HEAD, ETC. THE MINIMUM OVERALL
<br />PLANT EFFICIENCY SHALL EXCEED 70% IN PLACE, AND SHALL BE DEMONSTRATED
<br />PRIOR TO ACCEPTANCE OF THE WORK. ALL THINGS BEING EQUAL, CONSIDERATION
<br />WILL BE GIVEN TO ENERGY CONSERVATION AND REDUCTION OF OVERALL PUMPING
<br />COSTS.
<br />DEE.a "ZZ e"11"1" A/YO ✓11r9EErYS'
<br />A. lmer cosIlV6- Ar cook Ao�i� car`os�oii
<br />1psisfant 4XTW '-/39 -7� 40a6e 9.
<br />40 141 41 sf.'//LW / aSeae ,41.0 s Fi//F/o u' "s/iaff.er sc✓f,
<br />s4i/fii i%6 " O,oe/t%!!yS �D62S J a/" c�7(/O/
<br />4- _15 /ee ? des9l: le AVsa6.�.lfeo' 157 AAF
<br />7 Confracfar rSi aooiava/ a�fu
<br />colnO,Lf�' aa',/3�io/ fo dry%/ice ffi� !//.r
<br />V� 1
<br />MA16- RXRON 5TRKIAV 41,0414?WY WWW"
<br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
<br />KID -VALLEY ENGINEERING, INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE
<br />COMPLETE PROJECT. IF. HOWEVER, ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD
<br />BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS
<br />HEREBY GIVEN THAT THE FIRM OF. MID -VALLEY. ENGINEERING, INC. WILL NOT ASSUME ANY
<br />N.' RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, .WHICH MIGHT OCCUR AND WHICH COULD
<br />HAVE BEEN AVOIDED. CORRECTED OR MITIGATED IF MID -VALLEY ENGINEERING, INC.- HAD
<br />PERFORMED'THE STAKING WORK.
<br />i
<br />A,ogroved /.fir/ ffie /Jii'ecfoi' Gr�'/�a/Slc X/ar.�s J
<br />C°OUlIi�/ � $O/T L/001J!//ii , CO'I�/Y1/O.
<br />�O 1e: _
<br />(
<br />�•
<br />� ENGINEERING
<br />� • • � � • PUINNING
<br />RO. ROX 816 900 H STREET ,SUITE G
<br />MODESTO CALIFORNIA 95353 (Z09) SZ6-4214
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