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<br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
<br />MID -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 ASSURE ANY
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY,.WHICH MIGHT OCCUR AND 1MICH COULD
<br />HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF MID -VALLEY ENGINEERING, INC, HAD
<br />PERFORMED ?IE STAKING WORK.
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<br />JIMMY G. ■ATEMAN LL.S./1 RS
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<br />REFER TO:
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<br />.fi/iYCEII PAiYEL Form "I;"To
<br />F/�S//9fr'E/J c.S',417E -� CCE•4/Yr.Q•4sf/ �.4crY���
<br />A/YO I,gOOE�
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<br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
<br />MID -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 ASSURE ANY
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY,.WHICH MIGHT OCCUR AND 1MICH COULD
<br />HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF MID -VALLEY ENGINEERING, INC, HAD
<br />PERFORMED ?IE STAKING WORK.
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<br />P.O. BOX 816 900 H STREET F SUITE G
<br />MODESTO CALIFORNIA 95353
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<br />ENGINEERING
<br />a
<br />SURVEYING
<br />ZONING if 140MII-40*4 A7,J!/XAeow; S-7 WIVRAMA
<br />(209) 526-4214
<br />SAN 4/0AQUIN CO lell"I
<br />S.MO.IP" j0,oe44oV L/FT ST.4 T/ON
<br />SFEClFIC.4Tl0/YS
<br />GENERAL
<br />THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO
<br />CONSTRUCT A FULLY OPERATIONAL STORM DRAINAGE LIFT STATION AS SHOWN ON THESE
<br />PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE COUNTY
<br />OF SAN JOAQUIN'S DEPARTMENT OF PULBIC WORKS, DEPARTMENT OF ENVIRONMENTAL HEALTH.
<br />WHENEVER A MANUFACTURES' OR TRADE NAME IS USED TO SPECIFY MATERIAL OR EQUIP-
<br />MENT, IT SHALL BE UNDERSTOOD THAT SUCH TRADE NAME IS USED TO ESTABLISH A
<br />STANDARD OF QUALITY OR PERFORMANCE AND IS NOT INTENDED TO BE RESTRICTIVE.
<br />THE CONTRACTOR SHALL NOT, HOWEVER, FURNISH OR INSTALL ANY SUBSTITUTE MATERIALS
<br />OR ANY EQUIPMENT EXCEPT UPON WRITTEN ORDER OF THE ENGINEER. ANY COSTS INVOLVED
<br />OR STRUCTURAL CHANGES REQUIRED TO ALLOW THE USE OF SUCH SUBSTITUTE MATERIAL OR
<br />EQUIPMENT SHALL BE MADE AND THE COST THEREOF BORNY BY THE CONTRACTOR AND SHALL
<br />NOT BE THE BASIS FOR ANY CLAIM OR CLAIMS FOR EXTRA WORK OR COMPENSATION.
<br />CONCRETE STRUCTURES
<br />PORTLAND CEMENT
<br />CONCRETE SHALL CONFORM TO SECTION 90, PORTLAND CEMENT
<br />CONCRETE", OF THE STANDARD SPECIFICATIONS. CLASS A CONCRETE SHALL BE USED
<br />FOR ALL STRUCTURES. IT SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 POUNDS PER
<br />SQUARE INCH IN 28 DAYS.
<br />REINFORCEMENT SHALL CONFORM TO THE PROVISIONS OF SECTION 52, "REINFORCEMENT",
<br />OF THE STANDARD SPECIFICATIONS.
<br />CONCRETE FORMS SHALL CONFORM TO THE PROVISIONS OF SECTION 51-1.05, "FORMS",
<br />OF THE STANDARD SPECIFICATIONS.
<br />EXPOSED CONCRETE FINISH WORK SHALL COMPLY WITH THE PROVISIONS IN SECTION
<br />51-1.188, "CLASS 1 SURFACE FINISH", OF THE STANDARD SPECIFICATIONS. FINISH
<br />WORK FOR UNDERGROUND STRUCTURES SHALL COMPLY WITH THE PROVISIONS IN SECTION
<br />51-1.18A, "ORDINARY SURFACE FINISH", OF THE STANDARD SPECIFICATIONS.
<br />PUMPS
<br />THE CONTRACTOR SHALL FURNISH AND INSTALL, AS SHOWN ON THE PLANS AND AS
<br />SPECIFIED HEREIN, (9) STORM DRAINAGE PUMPS. EACH PUMP SHALL BE A 12" H MIXED
<br />FLOW 370 AS MANUFACTURED BY CASCADE PUMP CO., OR EQUAL, AND SHALL OPERATE
<br />SUCCESSFULLY AS SPECIFIED HEREIN:
<br />A MINIMUM DISCHARGE OF 4 500 GPM THROUGH A RANGE OF BETWEEN 16' AND 30'T.D.H.
<br />A 47W "NUISANCE" PUMP NALL OPERATE SUCESSFULLY
<br />FULLY- SUBMERSIBLE PUMP AND MOTOR CAPABLE OF A MINIMUM DISCHARGE OF ZOO G.P.M.
<br />@ 20' T. D. H. "1Z /YIDU1YT /FLYGT CP" ar EmGG4L�
<br />THE TOTAL DYNAMIC HEAD SHALL BE UNDERSTOOD TO MEAN THE SUM OF THE STATIC HEAD,
<br />HEAD LOSSES IN THE SUCTION BELL, PUMP, DISCHARGE COLUMN, DISCHARGE ELBOW,
<br />DISCHARGE PIPE AND DISCHARGE VELOCITY HEAD.
<br />THE VERTICAL PUMP SUPPORTING COLUMN AND DISCHARGE ELBOW SHALL BE MADE OF
<br />1/4' THICK WELDED PLATE STEEL. THE DISCHARGE OPENING SHALL BE
<br />A FLANGED TYPE COUPLING SUITABLE FOR CONNECTION TO THE DISCHARGE
<br />PIPE. THE DISCHARGE ELBOW SHALL BE OF THE LONG -SWEEP TYPE CONSISTING OF AT
<br />LEAST THREE SECTIONS ANU SHALL BEhyeDK GAVW DISCHARGE. ALL COLUMN FITTINGS
<br />SHALL BE FLANGED.
<br />THE MOTOR MOUNTING STAND SHALL BE WELDED TO UPPER END OF DISCHARGE ELBOW
<br />AND SHALL BE OF SUFFICIENT SIZE AND WEIGHT TO ACCOMMODATE PROPER DRIVER.
<br />THE PUMP MOUNTING PLATE SHALL BE WELDED TO DISCHARGE ELL AND SHALL BE OF
<br />SUFFICIENT SIZE AND THICKNESS TO SUPPORT THE FULL WEIGHT OF THE PUMP UNIT AND
<br />DRIVER PLUS THE WEIGHT OF THE LIQUID IN THE DISCHARGE COLUMN AND ELBOW PLUS
<br />THE HYDRAULIC DOWN THRUST.
<br />THE SUCTION BELL AND PUMP BOWL SHALL BE MADE OF CLOSE -GRAINED CLASS 35
<br />CAST IRON AND SHALL BE DESIGNED FOR EASY REMOVAL OF THE IMPELLERS AND BEARINGS.
<br />THE SUCTION BELL SHALL HAVE A FLARED INLET DESIGNED TO REDUCE ENTRANCE LOSSES
<br />AND A SUFFICIENT NUMBER OF VANES TO SUPPORT THE LOWER GUIDE BEARINGS AS WELL
<br />AS TO SUSTAIN THE WEIGHT OF THE IMPELLER AND PUMP SHAFT WHEN DISMANTLING THE
<br />PUMP.
<br />THE PUMP PROPELLER SHALL BE OF CAST BRONZE, FREE OF SAND HOLES, BLOW HOLES
<br />OR OTHER IMPERFECTIONS. PROPELLER SHALL BE ACCURATELY MACHINED AND BALANCED TO
<br />INSURE VIBRATION FREE OPERATION. PROPELLER SHALL BE SECURELY FASTENED TO PUMP
<br />SHAFT TO PREVENT AXIAL MOVEMENT ON SHAFT.
<br />THE SHAFT OF THE PUMPING UNIT SHALL BE 1 11/16" DIAMETER MINIMUM AND SHALL
<br />OPERATE WITHOUT OBJECTIONABLE DISTORTION OR VIBRATION AT ANY SPEED IN BOTH THE
<br />FORWARD AND REVERSE DIRECTION OF ROTATION. THE PUMP SHAFT SHALL BE MADE OF
<br />416 STAINLESS STEEL, AND THE LINE SHAFT SHALL BE MADE OF C1045 CARBON OR ALLOY
<br />STEEL. THE SHAFT COUPLINGS SHALL BE MADE OF THE THREADED TYPE,
<br />PROVISIONS SHALL BE MADE AT THE TOP OF THE MOTOR SHAFT FOR ADJUSTING THE
<br />ELEVATION OF THE IMPELLER WITH REFERENCE TO THE BOWL. SHAFT SHALL BE ENCLOSED
<br />IN INNER COLUMN OF PIPE TUBING AND SUPPORTED BY BRONZE COUPLING BEARINGS.
<br />THE PUMP SHALL HAVE A BRONZE BEARING IMMEDIATELY ABOVE THE IMPELLER, AND
<br />A LOWER BRONZE BEARING BELOW THE IMPELLER_
<br />THE LINE SHAFT BEARINGS SHALL BE OIL LUBRICATED AND PROTECTED FROM WATER
<br />AND FOREIGN MATTER, BYPASS PORTS TO DRAIN EXCESS OIL FROM THE SHAFT ENCLOSING
<br />TUBE SHALL BE PROVIDED ABOVE THE SEAL. ALL BEARINGS SHALL BE EASILY REPLACE-
<br />ABLE, AND SPACED NOT MORE THAN FIVE FEET APART.
<br />THE PUMP SHALL BE OIL -LUBRICATED AND EQUIPPED WITH A SOLENOID OPERATED
<br />LUBRICATING SYSTEM WHICH SHALL SUPPLY LUBRICANT TO EACH LINESHAFT BEARING. THE
<br />SOLENOID -OPERATED OILER SHALL HAVE A METAL OIL RESERVOIR WITH A CAPACITY OF NOT
<br />LESS THAN ONE GALLON. THE SIZE OF THE SHAFT ENCLOSING TUBE SHALL BE IN ACCOR-
<br />DANCE WITH SHAFT SIZE PROVIDED,
<br />THE MOTOR SHALL BE VERTICAL TYPE, 50 H.P. MINIMUM, 1,175 R.P.M. MOTOR
<br />SHALL BE OF SUFFICIENT SIZE TO DRIVE PUMP CONTINUOUSLY AT RATED HEAD AND
<br />CAPACITY REQUIREMENT OF PUMP INSTALLATION WITHOUT EXCEEDING THE NAME PLATE
<br />AMPERES STATED ON MOTOR. MOTOR SHALL HAVE A THRUST BEARING AS AN INTEGRAL
<br />PART OF SUFFICIENT CAPACITY TO CARRY THE WEIGHT OF ALL ROTATING PARTS PLUS
<br />QCONTINUOUS NORMAL OPERATIOK__&0;V" ;*,VfG BE'It ll�" Tji'E/Z AY/7,r
<br />1 F /WdTIG�ITIGLY XiY/l */£F- .yEPPY/Ce %i.4G'/Il.Q
<br />CONTROLS
<br />PROVIDE A DUPLEX PUMP PANEL FOR TWO (2) 50 HORSEPOWER, 3 PHASE, 41
<br />60 HERTZ MOTORS AND ONE (1) PANEL BOARD SHALL CONTAIN PANEL WITH METER SOCKET,
<br />MAIN DISCONNECT SWITCH, 30 AMP FUSED DISCONNECT SWITCH FOR 110 VOLT SERVICE,
<br />AND DUPLEX PUMP PANEL WITH FLOAT CONTROLS. DUPLEX PUMP PANEL SHALL CONTAIN
<br />DISCONNECT SWITCHES, H -O -A SWITCHES, RESET BUTTON, MAGNETIC CONTACTORS, AND
<br />OVERLOAD CONTROLS FOR EACH PUMP. IT SHALL ALSO CONTAIN AN AUTOMATIC PUMP
<br />E PANEL ENCLOSURE SHALL BE N.E.M.A. 3R. THE LIQUID LEVEL
<br />CONTROLS SHALL HBETESIO L/DU/%�D/Y�QQEQ//gL. CD/Yr1WSETTINGS TO
<br />BE SPECIFIED AS SHOWN ON THE DRAWINGS.
<br />GUARANTEE OF MATERIALS AND WORKMANSHIP
<br />THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP OF
<br />THE INSTALLATION FOR A PERIOD OF ONE (1) YEAR. SHOULD ANY MATERIAL OR APPLIANCE
<br />OR ANY WORK DEVELOP ANY DEFECT OR WEAKNESS DUE, IN THE OPINION OF THE ENGINEER,
<br />TO THE USE OF IMPERFECT MATERIALS, EQUIPMENT OR WORKMANSHIP, THE CONTRACTOR
<br />SHALL BE NOTIFIED AT ONCE AND HE SHALL IMMEDIATELY, AT HIS OWN EXPENSE, MAKE
<br />THE EFFECTIVE ITEM OR ITEMS SUITABLE AND SATISFACTORY.
<br />WIRING:
<br />THE PIMP STATION SHALL BE COMPLETELY WIRED IN ACCORDANCE WITH THE
<br />PROVISIONS OF THE NATIONAL ELECTRICAL CODE. ALL WIRING IN THE PUMP
<br />STATION SHALL BE COLOR -CODED AS INDICATED ON THE WIRING DIAGRAM,
<br />ALL WIRING OUTSIDE THE PANEL SHALL BE IN CONDUIT, EXCEPT FOR 110 VOLT
<br />ACCESSORY ITEMS WHICH ARE PROVIDED WITH CONNECTING INSULATED SERVICE
<br />CORD BY THE MANUFACTURER.
<br />Drwww /
<br />ROY A. GALLI R. C.E.fA031
<br />JIMMY G. ■ATEMAN LL.S./1 RS
<br />�(i✓`^"/
<br />REFER TO:
<br />BE McNsN011ies
<br />D. l• � t' e'�
<br />SHEET
<br />22
<br />S .. l
<br />Je► Ne.. JO B/z?
<br />VI I I N
<br />Symb.1 Date I Desert Ilew Agai
<br />C e c k e
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<br />X00
<br />P.O. BOX 816 900 H STREET F SUITE G
<br />MODESTO CALIFORNIA 95353
<br />r
<br />.sFcrio,�r Aa '(rI
<br />B J
<br />22
<br />x//e-4-1/e"o/Go//I
<br />!eel e�irs &&ler a.
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<br />ENGINEERING
<br />a
<br />SURVEYING
<br />ZONING if 140MII-40*4 A7,J!/XAeow; S-7 WIVRAMA
<br />(209) 526-4214
<br />SAN 4/0AQUIN CO lell"I
<br />S.MO.IP" j0,oe44oV L/FT ST.4 T/ON
<br />SFEClFIC.4Tl0/YS
<br />GENERAL
<br />THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO
<br />CONSTRUCT A FULLY OPERATIONAL STORM DRAINAGE LIFT STATION AS SHOWN ON THESE
<br />PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE COUNTY
<br />OF SAN JOAQUIN'S DEPARTMENT OF PULBIC WORKS, DEPARTMENT OF ENVIRONMENTAL HEALTH.
<br />WHENEVER A MANUFACTURES' OR TRADE NAME IS USED TO SPECIFY MATERIAL OR EQUIP-
<br />MENT, IT SHALL BE UNDERSTOOD THAT SUCH TRADE NAME IS USED TO ESTABLISH A
<br />STANDARD OF QUALITY OR PERFORMANCE AND IS NOT INTENDED TO BE RESTRICTIVE.
<br />THE CONTRACTOR SHALL NOT, HOWEVER, FURNISH OR INSTALL ANY SUBSTITUTE MATERIALS
<br />OR ANY EQUIPMENT EXCEPT UPON WRITTEN ORDER OF THE ENGINEER. ANY COSTS INVOLVED
<br />OR STRUCTURAL CHANGES REQUIRED TO ALLOW THE USE OF SUCH SUBSTITUTE MATERIAL OR
<br />EQUIPMENT SHALL BE MADE AND THE COST THEREOF BORNY BY THE CONTRACTOR AND SHALL
<br />NOT BE THE BASIS FOR ANY CLAIM OR CLAIMS FOR EXTRA WORK OR COMPENSATION.
<br />CONCRETE STRUCTURES
<br />PORTLAND CEMENT
<br />CONCRETE SHALL CONFORM TO SECTION 90, PORTLAND CEMENT
<br />CONCRETE", OF THE STANDARD SPECIFICATIONS. CLASS A CONCRETE SHALL BE USED
<br />FOR ALL STRUCTURES. IT SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 POUNDS PER
<br />SQUARE INCH IN 28 DAYS.
<br />REINFORCEMENT SHALL CONFORM TO THE PROVISIONS OF SECTION 52, "REINFORCEMENT",
<br />OF THE STANDARD SPECIFICATIONS.
<br />CONCRETE FORMS SHALL CONFORM TO THE PROVISIONS OF SECTION 51-1.05, "FORMS",
<br />OF THE STANDARD SPECIFICATIONS.
<br />EXPOSED CONCRETE FINISH WORK SHALL COMPLY WITH THE PROVISIONS IN SECTION
<br />51-1.188, "CLASS 1 SURFACE FINISH", OF THE STANDARD SPECIFICATIONS. FINISH
<br />WORK FOR UNDERGROUND STRUCTURES SHALL COMPLY WITH THE PROVISIONS IN SECTION
<br />51-1.18A, "ORDINARY SURFACE FINISH", OF THE STANDARD SPECIFICATIONS.
<br />PUMPS
<br />THE CONTRACTOR SHALL FURNISH AND INSTALL, AS SHOWN ON THE PLANS AND AS
<br />SPECIFIED HEREIN, (9) STORM DRAINAGE PUMPS. EACH PUMP SHALL BE A 12" H MIXED
<br />FLOW 370 AS MANUFACTURED BY CASCADE PUMP CO., OR EQUAL, AND SHALL OPERATE
<br />SUCCESSFULLY AS SPECIFIED HEREIN:
<br />A MINIMUM DISCHARGE OF 4 500 GPM THROUGH A RANGE OF BETWEEN 16' AND 30'T.D.H.
<br />A 47W "NUISANCE" PUMP NALL OPERATE SUCESSFULLY
<br />FULLY- SUBMERSIBLE PUMP AND MOTOR CAPABLE OF A MINIMUM DISCHARGE OF ZOO G.P.M.
<br />@ 20' T. D. H. "1Z /YIDU1YT /FLYGT CP" ar EmGG4L�
<br />THE TOTAL DYNAMIC HEAD SHALL BE UNDERSTOOD TO MEAN THE SUM OF THE STATIC HEAD,
<br />HEAD LOSSES IN THE SUCTION BELL, PUMP, DISCHARGE COLUMN, DISCHARGE ELBOW,
<br />DISCHARGE PIPE AND DISCHARGE VELOCITY HEAD.
<br />THE VERTICAL PUMP SUPPORTING COLUMN AND DISCHARGE ELBOW SHALL BE MADE OF
<br />1/4' THICK WELDED PLATE STEEL. THE DISCHARGE OPENING SHALL BE
<br />A FLANGED TYPE COUPLING SUITABLE FOR CONNECTION TO THE DISCHARGE
<br />PIPE. THE DISCHARGE ELBOW SHALL BE OF THE LONG -SWEEP TYPE CONSISTING OF AT
<br />LEAST THREE SECTIONS ANU SHALL BEhyeDK GAVW DISCHARGE. ALL COLUMN FITTINGS
<br />SHALL BE FLANGED.
<br />THE MOTOR MOUNTING STAND SHALL BE WELDED TO UPPER END OF DISCHARGE ELBOW
<br />AND SHALL BE OF SUFFICIENT SIZE AND WEIGHT TO ACCOMMODATE PROPER DRIVER.
<br />THE PUMP MOUNTING PLATE SHALL BE WELDED TO DISCHARGE ELL AND SHALL BE OF
<br />SUFFICIENT SIZE AND THICKNESS TO SUPPORT THE FULL WEIGHT OF THE PUMP UNIT AND
<br />DRIVER PLUS THE WEIGHT OF THE LIQUID IN THE DISCHARGE COLUMN AND ELBOW PLUS
<br />THE HYDRAULIC DOWN THRUST.
<br />THE SUCTION BELL AND PUMP BOWL SHALL BE MADE OF CLOSE -GRAINED CLASS 35
<br />CAST IRON AND SHALL BE DESIGNED FOR EASY REMOVAL OF THE IMPELLERS AND BEARINGS.
<br />THE SUCTION BELL SHALL HAVE A FLARED INLET DESIGNED TO REDUCE ENTRANCE LOSSES
<br />AND A SUFFICIENT NUMBER OF VANES TO SUPPORT THE LOWER GUIDE BEARINGS AS WELL
<br />AS TO SUSTAIN THE WEIGHT OF THE IMPELLER AND PUMP SHAFT WHEN DISMANTLING THE
<br />PUMP.
<br />THE PUMP PROPELLER SHALL BE OF CAST BRONZE, FREE OF SAND HOLES, BLOW HOLES
<br />OR OTHER IMPERFECTIONS. PROPELLER SHALL BE ACCURATELY MACHINED AND BALANCED TO
<br />INSURE VIBRATION FREE OPERATION. PROPELLER SHALL BE SECURELY FASTENED TO PUMP
<br />SHAFT TO PREVENT AXIAL MOVEMENT ON SHAFT.
<br />THE SHAFT OF THE PUMPING UNIT SHALL BE 1 11/16" DIAMETER MINIMUM AND SHALL
<br />OPERATE WITHOUT OBJECTIONABLE DISTORTION OR VIBRATION AT ANY SPEED IN BOTH THE
<br />FORWARD AND REVERSE DIRECTION OF ROTATION. THE PUMP SHAFT SHALL BE MADE OF
<br />416 STAINLESS STEEL, AND THE LINE SHAFT SHALL BE MADE OF C1045 CARBON OR ALLOY
<br />STEEL. THE SHAFT COUPLINGS SHALL BE MADE OF THE THREADED TYPE,
<br />PROVISIONS SHALL BE MADE AT THE TOP OF THE MOTOR SHAFT FOR ADJUSTING THE
<br />ELEVATION OF THE IMPELLER WITH REFERENCE TO THE BOWL. SHAFT SHALL BE ENCLOSED
<br />IN INNER COLUMN OF PIPE TUBING AND SUPPORTED BY BRONZE COUPLING BEARINGS.
<br />THE PUMP SHALL HAVE A BRONZE BEARING IMMEDIATELY ABOVE THE IMPELLER, AND
<br />A LOWER BRONZE BEARING BELOW THE IMPELLER_
<br />THE LINE SHAFT BEARINGS SHALL BE OIL LUBRICATED AND PROTECTED FROM WATER
<br />AND FOREIGN MATTER, BYPASS PORTS TO DRAIN EXCESS OIL FROM THE SHAFT ENCLOSING
<br />TUBE SHALL BE PROVIDED ABOVE THE SEAL. ALL BEARINGS SHALL BE EASILY REPLACE-
<br />ABLE, AND SPACED NOT MORE THAN FIVE FEET APART.
<br />THE PUMP SHALL BE OIL -LUBRICATED AND EQUIPPED WITH A SOLENOID OPERATED
<br />LUBRICATING SYSTEM WHICH SHALL SUPPLY LUBRICANT TO EACH LINESHAFT BEARING. THE
<br />SOLENOID -OPERATED OILER SHALL HAVE A METAL OIL RESERVOIR WITH A CAPACITY OF NOT
<br />LESS THAN ONE GALLON. THE SIZE OF THE SHAFT ENCLOSING TUBE SHALL BE IN ACCOR-
<br />DANCE WITH SHAFT SIZE PROVIDED,
<br />THE MOTOR SHALL BE VERTICAL TYPE, 50 H.P. MINIMUM, 1,175 R.P.M. MOTOR
<br />SHALL BE OF SUFFICIENT SIZE TO DRIVE PUMP CONTINUOUSLY AT RATED HEAD AND
<br />CAPACITY REQUIREMENT OF PUMP INSTALLATION WITHOUT EXCEEDING THE NAME PLATE
<br />AMPERES STATED ON MOTOR. MOTOR SHALL HAVE A THRUST BEARING AS AN INTEGRAL
<br />PART OF SUFFICIENT CAPACITY TO CARRY THE WEIGHT OF ALL ROTATING PARTS PLUS
<br />QCONTINUOUS NORMAL OPERATIOK__&0;V" ;*,VfG BE'It ll�" Tji'E/Z AY/7,r
<br />1 F /WdTIG�ITIGLY XiY/l */£F- .yEPPY/Ce %i.4G'/Il.Q
<br />CONTROLS
<br />PROVIDE A DUPLEX PUMP PANEL FOR TWO (2) 50 HORSEPOWER, 3 PHASE, 41
<br />60 HERTZ MOTORS AND ONE (1) PANEL BOARD SHALL CONTAIN PANEL WITH METER SOCKET,
<br />MAIN DISCONNECT SWITCH, 30 AMP FUSED DISCONNECT SWITCH FOR 110 VOLT SERVICE,
<br />AND DUPLEX PUMP PANEL WITH FLOAT CONTROLS. DUPLEX PUMP PANEL SHALL CONTAIN
<br />DISCONNECT SWITCHES, H -O -A SWITCHES, RESET BUTTON, MAGNETIC CONTACTORS, AND
<br />OVERLOAD CONTROLS FOR EACH PUMP. IT SHALL ALSO CONTAIN AN AUTOMATIC PUMP
<br />E PANEL ENCLOSURE SHALL BE N.E.M.A. 3R. THE LIQUID LEVEL
<br />CONTROLS SHALL HBETESIO L/DU/%�D/Y�QQEQ//gL. CD/Yr1WSETTINGS TO
<br />BE SPECIFIED AS SHOWN ON THE DRAWINGS.
<br />GUARANTEE OF MATERIALS AND WORKMANSHIP
<br />THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP OF
<br />THE INSTALLATION FOR A PERIOD OF ONE (1) YEAR. SHOULD ANY MATERIAL OR APPLIANCE
<br />OR ANY WORK DEVELOP ANY DEFECT OR WEAKNESS DUE, IN THE OPINION OF THE ENGINEER,
<br />TO THE USE OF IMPERFECT MATERIALS, EQUIPMENT OR WORKMANSHIP, THE CONTRACTOR
<br />SHALL BE NOTIFIED AT ONCE AND HE SHALL IMMEDIATELY, AT HIS OWN EXPENSE, MAKE
<br />THE EFFECTIVE ITEM OR ITEMS SUITABLE AND SATISFACTORY.
<br />WIRING:
<br />THE PIMP STATION SHALL BE COMPLETELY WIRED IN ACCORDANCE WITH THE
<br />PROVISIONS OF THE NATIONAL ELECTRICAL CODE. ALL WIRING IN THE PUMP
<br />STATION SHALL BE COLOR -CODED AS INDICATED ON THE WIRING DIAGRAM,
<br />ALL WIRING OUTSIDE THE PANEL SHALL BE IN CONDUIT, EXCEPT FOR 110 VOLT
<br />ACCESSORY ITEMS WHICH ARE PROVIDED WITH CONNECTING INSULATED SERVICE
<br />CORD BY THE MANUFACTURER.
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<br />ROY A. GALLI R. C.E.fA031
<br />JIMMY G. ■ATEMAN LL.S./1 RS
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