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84 Cont Stub
<br />''s_2as
<br />2 41
<br />Lifting Loops��
<br />;._. .
<br />(On! Each Side)
<br />SETTING PLAN
<br />SM/TH- G OyLL.,E'SS SBWalJC Lifr -
<br />5rotio17
<br />7-41ubc „ B' -he- /v/3'--0•
<br />�17tra17ce See 5,oelifitotia175
<br />3/4" 41i Bubb/cr [117-1
<br />5a1J. e0 Rvc-
<br />2" 5cb. 40 Sump Pump
<br />0/echaige Li17G
<br />Frame � caterer AsSj/
<br />Reinforced cont. glade RiggS
<br />Finish 6raGC 40.7
<br />Sk h ended op
<br />C
<br />B" 55 ^,e jvesr 1,7V.327 O
<br />O to SSMH. C7Y
<br />£eLe//¢r/G PreGa5t GOAGy
<br />r ryp.)
<br />"C007" %/)Sure of weave// -
<br />coarir/g
<br />,4/1 j0igt5 mo/tore,/3,1--
<br />Q
<br />V
<br />w }
<br />w
<br />lY
<br />Na. 19435
<br />N0. I DATE I REVISIONS
<br />June '071,4;`611:9e 55.
<br />a"ss
<br />V nv 28.3 j
<br />i
<br />-17 lb. Magnesium Anode Pack
<br />One Each Side Of Station
<br />(2 Furnished By SBL)
<br />Intake
<br />Air Duct
<br />4^A17Gh9r /004
<br />/stiffeners c
<br />11701-/e A1,0,0176
<br />Fence
<br />Meter q
<br />'LO,tr1Y0/
<br />Fer/cG
<br />veiba.� ofoe�leyTo/. Point
<br />ramG Lo/oi o5 nrGre�
<br />�GLJ'G5t0/.
<br />4 - Aachor Bo/t5
<br />cont. 00LYeetal o/- t,,7n6,B/ot.(
<br />4 #4 L42"
<br />CONTROL PANEL METER SOCKET
<br />F5 40.7t
<br />ra 05
<br />�Fx377
<br />£/bow
<br />-_1 Fiberglass Cover
<br />1 0
<br />1\ Entrance
<br />Tube
<br />O a
<br />w e A.C.•
<br />x o Dischorge
<br />19 \ Air Duct
<br />48 t t¢'O/4.
<br />0
<br />h-0 dS° ,
<br />V.
<br />Motor Lifting Loops �
<br />a Fluorescent Light
<br />8'0" -
<br />Dia
<br />0
<br />Control Panel
<br />Ladder
<br />Knurled
<br />Steps
<br />of ^ O%a. 9th. 40 /rot
<br />o�s4h4rye,c/17e 4 ca,
<br />.0y ye/aoer
<br />DETAIL
<br />Install Anode pack per
<br />S4 L directions for protection
<br />against Cathdide reacflon.
<br />!Dia Plain End Steel 8 PUMPS WITH 2. H.P.-MOX.
<br />Discharge Pipe 875' R PM., 3/60/- VOLT MOTORS
<br />S 8 L To Here
<br />9'"Min. 4° Discharge
<br />Gate Valve
<br />r 4" Such
<br />1 Pipe 8 Gate Valve
<br />Pressure Switches 1
<br />(Opposite Side) Bose Beams
<br />3d Above
<br />Flow
<br />6"
<br />a3-6" MIN.
<br />I Bubbler 9
<br />Compressors Min.
<br />p 4 Common ^'scharge Pi
<br />4B2A. PUMP
<br />Grout
<br />(Not By SaL)
<br />STATION PLAN
<br />Pumps to deliver 200 9p Ca
<br />ID I" 19' T. D. H.
<br />0'-O" X B' -O" 6017--.
<br />Sloping Blocks
<br />NOTES:
<br />_
<br />CA e Lo17c. ry/d5 CA /8^' c/L
<br />`GONIROL NOTES;i
<br />UNIT I
<br />O.io/h Ways �..
<br />Street System
<br />NOT><:
<br />1.
<br />All control,equipment shall/be mounted on dead -front panel within a -
<br />1.
<br />..'•IumpQ "ON'
<br />24.Q/
<br />/B' %�`Jo1h
<br />NUAA 3 weatherproof enclosure with lockable doors, aged mooted he).ght
<br />fo ,E17g�iiGsr (O/.itricT prior ra
<br />c�upriny -
<br />,/
<br />shipme17t. Gomp/e>e /175ta//01/0o Ya
<br />of the enclosure shal2�'not exceed 60 inches.
<br />2.
<br />Pump +Q.''rON' 27.0
<br />2.
<br />The panel shall irRiude a seven -clip meter base, main cixcuit,.'breaker
<br />Aggregate Base, Cl. II (0.331)
<br />56,330 S.F.
<br />Contractor to Install Single phase to
<br />124,550 S.F.
<br />and disconnect, -Witch. for each pulpy. The lights shall be located behind
<br />3.
<br />H.W. A n "ON' 28,0
<br />TYPICAL SECTION
<br />lexan viewin�,'Vindow§, visible from within the site. Either a master
<br />PIT e4 LI FT
<br />'
<br />7,630 S.F.
<br />Survey Monument
<br />"test light" switch shall be installed or "push -to -testi lights shall
<br />4.
<br />PMn1p O1 "OFPr',
<br />?2.0
<br />TP
<br />be used.,,
<br />102,800 S.F.
<br />APPROVED 1Y
<br />8 Each
<br />4.
<br />The pvmp controls shall be interlocked so that, iu"the event of a pumlp
<br />..
<br />Pune O2 "OFF'
<br />'`•,24,0
<br />5,160 S.F.
<br />failure, the standby pump is acitivated and the.rfailed pump's "ready"
<br />Beveled Curb, Gutter & Sidewalk
<br />6,320 L.F.
<br />light is turned off.
<br />Vertical Curb, Gutter & Sidewalk
<br />215 L.F.
<br />STORM DRAIN SYSTEM
<br />5.,.
<br />For each pump motor the panel sWl includ,?A control transformer, hour'
<br />17 Each
<br />\
<br />Dead End Barricade
<br />meter, hand/off/auto switch, discdmect witch, three-phase over load
<br />10" Storm Drain
<br />46 L.F.
<br />Street Sign
<br />'
<br />protection with manual reset, and magnetic contactors.
<br />665 L.F.
<br />Street Light
<br />12 Each
<br />6.
<br />The control panel enclosure shall h4v6,,a space heater to keep the inside,.
<br />6' Masonary Fence & Gate (Lot "A")
<br />521 L.F.
<br />48" Storm Drain Manhole
<br />3 Each
<br />dry and louvers to prevent excess}V6 head build-up. It shall also have
<br />881 L.F.
<br />Side Inlet Catch Basin
<br />7 Each
<br />Fence (Chestnut Street)
<br />a maintenance light and a print,9nd instr'bgtion holder mounted inside
<br />Pond Excavation
<br />7.260 C.V.
<br />the door panel.
<br />Remove 430 + S.F. Exist. Chestnut
<br />7.
<br />The manufacturer shall submit a letter of compliance that the pupwp
<br />St. Structural Section & Replace
<br />Lump Sum
<br />installation and discharge line meets the design criteria.
<br />Item
<br />Quantity
<br />8.
<br />Conduit shall be installed to panel for future telemetering.
<br />6w-'§anitary Sewer
<br />1,029 L.F.
<br />STORM DRAIN SYSTEM
<br />9.
<br />Supplier shall furnish a high level alarm.
<br />6 Each
<br />10.
<br />Override swiltchea shall be located in a panel inside the pump station
<br />12" Storm Drain
<br />940 L. F.
<br />8" Sanitary Sewer
<br />398 L.F.
<br />that will allow the pumps to be activated from inside the station and to
<br />1,284 L.F.
<br />WATER SYSTEM
<br />18" Storm Drain
<br />insure that the pumps cannot be activated form another location when
<br />24" Storm Drain
<br />526 L.F.
<br />the switches in the stktion are open.
<br />-17 lb. Magnesium Anode Pack
<br />One Each Side Of Station
<br />(2 Furnished By SBL)
<br />Intake
<br />Air Duct
<br />4^A17Gh9r /004
<br />/stiffeners c
<br />11701-/e A1,0,0176
<br />Fence
<br />Meter q
<br />'LO,tr1Y0/
<br />Fer/cG
<br />veiba.� ofoe�leyTo/. Point
<br />ramG Lo/oi o5 nrGre�
<br />�GLJ'G5t0/.
<br />4 - Aachor Bo/t5
<br />cont. 00LYeetal o/- t,,7n6,B/ot.(
<br />4 #4 L42"
<br />CONTROL PANEL METER SOCKET
<br />F5 40.7t
<br />ra 05
<br />�Fx377
<br />£/bow
<br />-_1 Fiberglass Cover
<br />1 0
<br />1\ Entrance
<br />Tube
<br />O a
<br />w e A.C.•
<br />x o Dischorge
<br />19 \ Air Duct
<br />48 t t¢'O/4.
<br />0
<br />h-0 dS° ,
<br />V.
<br />Motor Lifting Loops �
<br />a Fluorescent Light
<br />8'0" -
<br />Dia
<br />0
<br />Control Panel
<br />Ladder
<br />Knurled
<br />Steps
<br />of ^ O%a. 9th. 40 /rot
<br />o�s4h4rye,c/17e 4 ca,
<br />.0y ye/aoer
<br />DETAIL
<br />Install Anode pack per
<br />S4 L directions for protection
<br />against Cathdide reacflon.
<br />!Dia Plain End Steel 8 PUMPS WITH 2. H.P.-MOX.
<br />Discharge Pipe 875' R PM., 3/60/- VOLT MOTORS
<br />S 8 L To Here
<br />9'"Min. 4° Discharge
<br />Gate Valve
<br />r 4" Such
<br />1 Pipe 8 Gate Valve
<br />Pressure Switches 1
<br />(Opposite Side) Bose Beams
<br />3d Above
<br />Flow
<br />6"
<br />a3-6" MIN.
<br />I Bubbler 9
<br />Compressors Min.
<br />p 4 Common ^'scharge Pi
<br />4B2A. PUMP
<br />Grout
<br />(Not By SaL)
<br />STATION PLAN
<br />Pumps to deliver 200 9p Ca
<br />ID I" 19' T. D. H.
<br />0'-O" X B' -O" 6017--.
<br />Sloping Blocks
<br />_
<br />CA e Lo17c. ry/d5 CA /8^' c/L
<br />UNIT I
<br />O.io/h Ways �..
<br />Street System
<br />NOT><:
<br />STREET SYSTEM
<br />O'-/0'
<br />X /P ' -O° 5yaare: Ga170. s/ob IY/'r5B
<br />iY/a17 UfaLtl/ie/ to submit o//�eLesSoiy
<br />.4" 0/0. Duc//%e /ran aipe lr'/f/eXi6/e
<br />/B' %�`Jo1h
<br />Nvoy9 Groat so/%d
<br />fo ,E17g�iiGsr (O/.itricT prior ra
<br />c�upriny -
<br />5/ab ,� P/oar of ,lift .SYo>/bn
<br />shipme17t. Gomp/e>e /175ta//01/0o Ya
<br />Lump Sum
<br />Concrete Subgrade Compaction
<br />22,490 S.F.
<br />c0171,9rm f0 a// 09h'F 91dS.
<br />Per SuooUers 5pccificali017s
<br />Aggregate Base, Cl. II (0.331)
<br />56,330 S.F.
<br />Contractor to Install Single phase to
<br />124,550 S.F.
<br />Asphalt Concrete, Type "B" (0.17')
<br />56,330 S.F.
<br />3 phase convertor
<br />TYPICAL SECTION
<br />THRU
<br />PIT e4 LI FT
<br />STATION
<br />7,630 S.F.
<br />Survey Monument
<br />4 Each
<br />Aggregate Base, Cl. II (0.33')
<br />111,760 S.F.
<br />BY
<br />TP
<br />J/Y/
<br />102,800 S.F.
<br />APPROVED 1Y
<br />8 Each
<br />Asphalt Concrete, Type "B" (0.20')
<br />7i3Cf)orge MH
<br />Ter/ninots 4"Foicc
<br />.f90/n With 90 %
<br />£/bow
<br />CON STRU CTION
<br />OUANTITI€S
<br />UNIT I
<br />UNIT 2
<br />Street System
<br />Quantity
<br />STREET SYSTEM
<br />Clearing b Grubbing Incl. Well (3)
<br />& Septic Tank Removal
<br />Lump Sum
<br />Compact Original Ground
<br />56,330 S.F.
<br />Lot Grading & Compaction
<br />Lump Sum
<br />Concrete Subgrade Compaction
<br />22,490 S.F.
<br />Roadway Excavation
<br />18,610 C.Y.
<br />Aggregate Base, Cl. II (0.331)
<br />56,330 S.F.
<br />Compact Original Ground
<br />124,550 S.F.
<br />Asphalt Concrete, Type "B" (0.17')
<br />56,330 S.F.
<br />Concrete Subgrade Compaction
<br />46,930 S.F.
<br />Beveled Curb, Gutter 6 Sidewalk
<br />3,182 L.F.
<br />Aggregate Base, Cl. II (0.60')
<br />7,630 S.F.
<br />Survey Monument
<br />4 Each
<br />Aggregate Base, Cl. II (0.33')
<br />111,760 S.F.
<br />Street Sign
<br />3 Each
<br />Asphalt Concrete, Type "B" (0.17')
<br />102,800 S.F.
<br />Street Light
<br />8 Each
<br />Asphalt Concrete, Type "B" (0.20')
<br />16,790 S.F.
<br />Chain Link Fence (W.I.D. Canal)
<br />2,015 L.F.
<br />Asphalt Concrete, Type "B" (0.25')
<br />5,160 S.F.
<br />Beveled Curb, Gutter & Sidewalk
<br />6,320 L.F.
<br />Vertical Curb, Gutter & Sidewalk
<br />215 L.F.
<br />STORM DRAIN SYSTEM
<br />Survey Monument
<br />17 Each
<br />Dead End Barricade
<br />3 Each
<br />10" Storm Drain
<br />46 L.F.
<br />Street Sign
<br />5 Each
<br />12" Stora) Drain
<br />665 L.F.
<br />Street Light
<br />12 Each
<br />18" Storm Drain
<br />131 L.F.
<br />6' Masonary Fence & Gate (Lot "A")
<br />521 L.F.
<br />48" Storm Drain Manhole
<br />3 Each
<br />Chain Link Fence
<br />881 L.F.
<br />Side Inlet Catch Basin
<br />7 Each
<br />Fence (Chestnut Street)
<br />486 L.F.
<br />Pond Excavation
<br />7.260 C.V.
<br />Remove 430 + S.F. Exist. Chestnut
<br />SANITARY SEWER SYSTEM
<br />St. Structural Section & Replace
<br />Lump Sum
<br />Median (Excluding Landscaping &
<br />Item
<br />Quantity
<br />irrigation
<br />Lump Sum
<br />6w-'§anitary Sewer
<br />1,029 L.F.
<br />STORM DRAIN SYSTEM
<br />Sanitary Sewer Manhole
<br />6 Each
<br />Sanitary Service
<br />46 Each
<br />12" Storm Drain
<br />940 L. F.
<br />8" Sanitary Sewer
<br />398 L.F.
<br />15" Storm Drain
<br />1,284 L.F.
<br />WATER SYSTEM
<br />18" Storm Drain
<br />129 L.F.
<br />24" Storm Drain
<br />526 L.F.
<br />6" Water
<br />301 L.F.
<br />27" Storm Drain
<br />175 L.F.
<br />8" Water
<br />1,419.L.F.
<br />48" Storm Drain Manhole
<br />7 Each
<br />6" Valve
<br />2 Each
<br />Side Inlet Catch Basin
<br />14 Each
<br />8" Valve
<br />2 Each
<br />Fire Hydrant Assembly (Includes Tee,
<br />Rich Ranger #960, 6" Valve &
<br />SANITARY SEWER SYSTEM_
<br />Lateral)
<br />4 Each
<br />1" Water Service
<br />46 Each
<br />6" Sanitary Sewer
<br />1,072 L.F.
<br />8" Sanitary Sewer
<br />2 710 L.F.
<br />Sanitary Sewer Manhole
<br />16 Each
<br />Sanitary Service
<br />86 Each
<br />* Lift Station
<br />Lump Sum
<br />Lamp Hole
<br />1 Each
<br />Remove Ex. Lamphole
<br />1 1.1(h
<br />Remove Ex. 6" Sanitary Sewer
<br />140 L.F.
<br />* Lift station item includes all plumbing,
<br />electrical, mechanical &
<br />structures as shown on plans
<br />from the wet well to & including the
<br />discharge S.S.M.H. & 57 L.F.
<br />- 8" S.S. emergency overflow.
<br />MATER 5YSTE14
<br />Item
<br />Quantity
<br />6 Water
<br />675 L.F.
<br />8" Water
<br />31724 L.F.
<br />6" Valve
<br />2 Each
<br />8" Valve
<br />12 Each
<br />Fire Hydrant Assembly (Includes Tee,
<br />Rich Ranger #960, 6 Valve &
<br />Lateral)
<br />9 Each
<br />Blowoff
<br />1 Each
<br />1" Water Service
<br />87 Each
<br />1" Water Service & 3/4" Hose Bib
<br />1 Each
<br />These quantities are for estimating purposes only. Pay quantities will be actual
<br />quantities installed.
<br />DESIGN DRAWN BY
<br />,p a BAUMBACH & PIAZZA
<br />` CIVIL ENGINEERS
<br />� * SURVEYORS
<br />SUB WITTED B <'f 323 W. ELM 8T. 1_001, CALIF.
<br />R.C.E. /91.5-8 DATE .7 -;?-S7 SAN - JOAOUIN COUNTY DIR[tTOR Of PUBLIC WORKS 98240 PH: 209-388-8898
<br />yn¢ /
<br />LIFT STATION DETAILS WINE COUNTRY SHEET OF Ig
<br />JOB
<br />CONSTRUCTION QUANTITIES 84 NOTES UNIT NO 1 > 2 FILE
<br />NO NO. -709
<br />FILE ^ �27
<br />
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