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STORM DRAIN PUMP STATION
<br />N. r.5. 1 ,f'x. 45.5 t
<br />A
<br />Pum,05����• "•�
<br />• . 41 Cllecic lro/ve
<br />- • 4' Gate <'o/ve
<br />a ' oisLha.
<br />5Lhalje
<br />L///e
<br />4'' gate !ro/ve
<br />L--.A..A
<br />STRUCTURAL. SECTIONS
<br />5aale : ' , = 5' //0,- - Derr. //.;,. s.
<br />30'
<br />STORM DRAIN CALCULATIONS _
<br />TOTAL AREA (Including Street) = 0.89 Ac.
<br />Q = 0.89 x 0.90 x 1.2 = 0.96 cfs
<br />Use 12" Pipe
<br />0.96 x 7.5 = 7.2 gal/sec = 432 gal/min
<br />Say 450 gal/min - Use 2 Pumps
<br />Each pump - 225 gal/min design
<br />PUMP DESIGN: Each Pump 225 gat/min
<br />Total Head = 15 ft.
<br />(Min.) R.P.M. = 1150 (Max.) R.P.M. = 1750
<br />Pumps to be approved by Engineer before installation.
<br />CONTROLS
<br />The control equipment shall be mounted in a NEMA Type 1 steel enclosure with a
<br />removable access cover. The circuit breakers, starter reset buttons, and control
<br />switches shall be operable without removing the access cover for deadfront
<br />operation.
<br />A grounding type convenience outlet shall be provided on the side of the cabinet
<br />for operation of 115 volt AC devices.
<br />Thermal magnetic air circuit breakers shall be provided for branch disconnect
<br />service and short circuit protection of all motor control and auxiliary circuits.
<br />Magnetic across -the -line starters with under -voltage release and overload coils
<br />for each phase shall be provided for each pump motor to give positive protection.
<br />Each single phase auxiliary motor shall be equipped with an over -current
<br />protection device in addition to the branch circuit breaker, or shall be
<br />impedance protected. All switches shall be labeled and a coded wiring diagram
<br />shall be provided.
<br />To control the operation of the pumps with variations of liquid level in the wet
<br />well, a minimum of three (3) mercury replacement switches shall be provided. A
<br />minimum of 30' of cord shall be provided with each switch to eliminate the
<br />hazards created by splicing. The cord shall have a corrosion resistant vinyl
<br />jacket and be multi -stranded in order to prevent fatigue.
<br />An automatic alternator with manual switch shall be provided to change the
<br />sequence of operation of the pumps every eight hours. The manual switch shall
<br />allow for either pump to be selected as base pump or for automatic alternation.
<br />Provisions shall also be made for the pumps to operate in parallel should the
<br />level in the wet well continue to rise above the starting level for the low
<br />level pump.
<br />APPROVED BY
<br />CN/EF/ N'OODB,P/' GE f/RE O/ST,P/GT DATE
<br />GENERAL NOTES
<br />1. Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes
<br />necessary for completion of work. The Contractor shall be responsible for the
<br />preservation of all survey and construction stakes. Survey and construction stakes
<br />that are lost or destroyed due to Contractor's negligence will be set by the Engineer
<br />at the Contractor's expense.
<br />2. The existing underground utilities were plotted from available records. The Contractor
<br />shall be responsible for contacting all utility agencies to mark their facilities in
<br />the field before any excavation. The Contractor shall notify and co-ordinate all work
<br />with any agency requiring removal or relocation of their utilities. Pacific Bell,
<br />P. G. & E., Lodi Cable T. V., Woodbridge Sanitary District and Woodbridge Lighting
<br />District. USA (800) 642-2444.
<br />3. Contractor shall be responsible for notifying and co-ordinating all work with any
<br />agency requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E.,
<br />etc.
<br />4. All underground utilities within the street area, including gas and telephone line,
<br />shall be installed prior to paving.
<br />5. All manholes to be set flush with finish grade unless otherwise indicated.
<br />6. All water lines shall have a minimum cover of 30".
<br />7. All existing irrigation lines within the right of way shall be crushed in place or
<br />removed.
<br />8. Water used in any phase of construction, such as backfill compaction, dust control,
<br />testing or other work herein required, shall be included in the unit price or lump
<br />sum bid for the respective items of construction.
<br />9. Contractor agrees that he shall assume sole and complete responsibility for job site
<br />conditions during the course of construction of this project, including safety for
<br />all persons and property; that this requirement shall apply continously and not be
<br />limited to normal working hours and that Contractor shall defend, indemnify, and hold
<br />the Owner and the Engineer harmless from any and all liability, real or alleged, in
<br />connection with the performance of work on this project, excepting for liability
<br />arising from the sole negligence of the Owner or the Engineer.
<br />10. Contractor shall give Engineer a minimum of 48 hours notification prior to staking
<br />any utilities.
<br />11. Water services shall be marked by the curb and gutter Contractor with "W" stamped
<br />on the top of curb. Sewer services shall be similarly marked with a "S".
<br />12. All work will be required to be inspected by the Department of Public Works. They
<br />shall be notified not less than 24 hours in advance of commencement of work.
<br />13. Lot grading shall be completed before starting any underground construction. Refer
<br />to attached grading plan.
<br />14. Each SS service to have C.O. at property line.
<br />15. Note that sanitary inspection will be performed by San Joaquin County Department of
<br />Public Works and Woodbridge Sanitary District Engineer and/or District Staff
<br />(Kjeldsen-Sinnock and Associates (209) 946-0268). Must have inspection before
<br />backfill and notify inspector 48 hours prior.
<br />16. Separation of water and sewer mains (including crossings) and sewer laterals crossing
<br />over water mains shall meet or exceed the latest standards of the State of California
<br />Department of Health Services. Where water crosses SO or SS use an 18 - 20 ft. length
<br />of Cl. 200 pipe, centered over the SS or SO if: a) The water is under the SS or
<br />SD. b) The vertical clearance is less than 1 ft.
<br />17. It is agreed that field conditions may require changes to these plans. It is further
<br />agreed that the Director of Public Works may require changes, alterations or
<br />additions to these plans, when the Director deems them to be necessary or desirable
<br />for the proper completion of the work, provided that such changes, alterations or
<br />additions shall not exceed 10% of the original estimate of the cost for the improvements
<br />without prior approval of the surety.
<br />18. Fire hydrant bid shall include the following: Tee, 6" Lateral, 6" Valve and complete
<br />fire hydrant assembly.
<br />19. Contractor to provide compaction tests and be solely responsible for safety conditions.
<br />20. Testing, sterilization, and installation shall conform to the applicable Standards
<br />of the Department of Public Works and the Local Health District.
<br />21. Jetting will not be allowed except by special arrangement with the Department
<br />of Public Works. All costs associated with jetting, if allowed, shall be borne
<br />by the Contractor.
<br />22. When cutting through public streets,make neat cut. Match existing structural section
<br />(3" A.C. - 8" A.B. minimum). Maintain one way traffic at all times and two way
<br />at night.
<br />23. San Joaquin County Department of Public Works Specifications and Standard Plans
<br />are hereby made a part of these plans.
<br />24. Fire hydrant shall be a Model 615 Long Beach Iron Works with 2 - 2 1/2" outlets
<br />and 1 - 4 1/2" steamer outlet, or equal, approved by the Chief Woodbridge Fire
<br />District.
<br />25. Pipetype ted afrengths ellawed �.i model rozpa' 4,titiiies unless olher,vioe soecifiad en,o/sns, ire /s f®/ls�vs fforn, Drain (fD) QCP Or
<br />ACP. -CI. l ; A"itory Sewer (fS) - Rye per "AM 0J0JW , 60Q9f ; lYtfer X) • PYC, Cl. /50 or yrea>er per Awww Va' C-900 er Aeo. , C/ /50
<br />er yre'ter per ASTM CPl6, 74PF I1.
<br />CONSTRUCTION QUANTITIES
<br />STREET SYSTEM
<br />DATE
<br />REVISIONS
<br />BY
<br />Roadway Excavation
<br />650
<br />3 5'
<br />Prepared For:
<br />OAKWOOD GROUP
<br />301 W. LOCUST STREET
<br />LODI PH: 369-8400
<br />22'
<br />SHEET O OF %
<br />Compact Original Ground
<br />5,500
<br />S.F.
<br />N D I
<br />A N A
<br />+
<br />ST R E S T
<br />STREET
<br />Aggregate Base, Cl. II (0.50')
<br />5,500
<br />S.F.
<br />�X/5 t• StrUGturo/
<br />w a�
<br />FILE 6 aw 9 0
<br />NO. V Vi/
<br />Asphalt Concrete,Type "B" (0.25')
<br />5,500
<br />S.F.
<br />T.I. -
<br />6'.0
<br />7'0 /0' Val/e5
<br />Concrete Subgrade Compaction
<br />2,860
<br />S.F.
<br />+.� MW Square Type Curb, Gutter & Sidewalk (5')
<br />1
<br />L.F.
<br />Feather & eX/5t
<br />Square Type Curb, Gutter & Sidewalk (1')
<br />165
<br />L.F.
<br />/�/n
<br />Neat cut
<br />crowl�
<br />a Commercial Type Driveway & Sidewalk
<br />s`
<br />62
<br />-�
<br />yar/es
<br />40
<br />---_-
<br />Street Sign
<br />sr �
<br />1
<br />Each
<br />\
<br />/' _-'-'
<br />z
<br />_-
<br />i01in+ vl � STORM DRAIN SYSTEM
<br />.. SITE
<br />JE�X /9 74, Trove/eL✓ Way
<br />,4'17.97_.l/C�t
<br />0, 2551 46
<br />Type "/3 „
<br />0, 67' 92a/o
<br />�-
<br />O. 50' AB
<br />C/. II •0/4 "/f/AX. Aggregate
<br />RC C017C .
<br />a° 15" Storm Drain
<br />0. 671 g2%
<br />R.C. 6-017W. pr%g, 61-Otll7d
<br />5u b9l-aLYe
<br />APPROVED BY
<br />CN/EF/ N'OODB,P/' GE f/RE O/ST,P/GT DATE
<br />GENERAL NOTES
<br />1. Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes
<br />necessary for completion of work. The Contractor shall be responsible for the
<br />preservation of all survey and construction stakes. Survey and construction stakes
<br />that are lost or destroyed due to Contractor's negligence will be set by the Engineer
<br />at the Contractor's expense.
<br />2. The existing underground utilities were plotted from available records. The Contractor
<br />shall be responsible for contacting all utility agencies to mark their facilities in
<br />the field before any excavation. The Contractor shall notify and co-ordinate all work
<br />with any agency requiring removal or relocation of their utilities. Pacific Bell,
<br />P. G. & E., Lodi Cable T. V., Woodbridge Sanitary District and Woodbridge Lighting
<br />District. USA (800) 642-2444.
<br />3. Contractor shall be responsible for notifying and co-ordinating all work with any
<br />agency requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E.,
<br />etc.
<br />4. All underground utilities within the street area, including gas and telephone line,
<br />shall be installed prior to paving.
<br />5. All manholes to be set flush with finish grade unless otherwise indicated.
<br />6. All water lines shall have a minimum cover of 30".
<br />7. All existing irrigation lines within the right of way shall be crushed in place or
<br />removed.
<br />8. Water used in any phase of construction, such as backfill compaction, dust control,
<br />testing or other work herein required, shall be included in the unit price or lump
<br />sum bid for the respective items of construction.
<br />9. Contractor agrees that he shall assume sole and complete responsibility for job site
<br />conditions during the course of construction of this project, including safety for
<br />all persons and property; that this requirement shall apply continously and not be
<br />limited to normal working hours and that Contractor shall defend, indemnify, and hold
<br />the Owner and the Engineer harmless from any and all liability, real or alleged, in
<br />connection with the performance of work on this project, excepting for liability
<br />arising from the sole negligence of the Owner or the Engineer.
<br />10. Contractor shall give Engineer a minimum of 48 hours notification prior to staking
<br />any utilities.
<br />11. Water services shall be marked by the curb and gutter Contractor with "W" stamped
<br />on the top of curb. Sewer services shall be similarly marked with a "S".
<br />12. All work will be required to be inspected by the Department of Public Works. They
<br />shall be notified not less than 24 hours in advance of commencement of work.
<br />13. Lot grading shall be completed before starting any underground construction. Refer
<br />to attached grading plan.
<br />14. Each SS service to have C.O. at property line.
<br />15. Note that sanitary inspection will be performed by San Joaquin County Department of
<br />Public Works and Woodbridge Sanitary District Engineer and/or District Staff
<br />(Kjeldsen-Sinnock and Associates (209) 946-0268). Must have inspection before
<br />backfill and notify inspector 48 hours prior.
<br />16. Separation of water and sewer mains (including crossings) and sewer laterals crossing
<br />over water mains shall meet or exceed the latest standards of the State of California
<br />Department of Health Services. Where water crosses SO or SS use an 18 - 20 ft. length
<br />of Cl. 200 pipe, centered over the SS or SO if: a) The water is under the SS or
<br />SD. b) The vertical clearance is less than 1 ft.
<br />17. It is agreed that field conditions may require changes to these plans. It is further
<br />agreed that the Director of Public Works may require changes, alterations or
<br />additions to these plans, when the Director deems them to be necessary or desirable
<br />for the proper completion of the work, provided that such changes, alterations or
<br />additions shall not exceed 10% of the original estimate of the cost for the improvements
<br />without prior approval of the surety.
<br />18. Fire hydrant bid shall include the following: Tee, 6" Lateral, 6" Valve and complete
<br />fire hydrant assembly.
<br />19. Contractor to provide compaction tests and be solely responsible for safety conditions.
<br />20. Testing, sterilization, and installation shall conform to the applicable Standards
<br />of the Department of Public Works and the Local Health District.
<br />21. Jetting will not be allowed except by special arrangement with the Department
<br />of Public Works. All costs associated with jetting, if allowed, shall be borne
<br />by the Contractor.
<br />22. When cutting through public streets,make neat cut. Match existing structural section
<br />(3" A.C. - 8" A.B. minimum). Maintain one way traffic at all times and two way
<br />at night.
<br />23. San Joaquin County Department of Public Works Specifications and Standard Plans
<br />are hereby made a part of these plans.
<br />24. Fire hydrant shall be a Model 615 Long Beach Iron Works with 2 - 2 1/2" outlets
<br />and 1 - 4 1/2" steamer outlet, or equal, approved by the Chief Woodbridge Fire
<br />District.
<br />25. Pipetype ted afrengths ellawed �.i model rozpa' 4,titiiies unless olher,vioe soecifiad en,o/sns, ire /s f®/ls�vs fforn, Drain (fD) QCP Or
<br />ACP. -CI. l ; A"itory Sewer (fS) - Rye per "AM 0J0JW , 60Q9f ; lYtfer X) • PYC, Cl. /50 or yrea>er per Awww Va' C-900 er Aeo. , C/ /50
<br />er yre'ter per ASTM CPl6, 74PF I1.
<br />CONSTRUCTION QUANTITIES
<br />STREET SYSTEM
<br />MAIN STREET ( LOWER SACRAMENTO M
<br />7-./, = 6.0
<br />BENCHM RK DATUM:
<br />Per U.S.B.S. B.M. 19-8
<br />1907-45 Location N.W.
<br />corner of Masonic Bldg.
<br />in the town of Woodbridge.
<br />Elev. 46.40
<br />Note: Quantities for estimating purposes only. Pay
<br />quantities will be actual quantities installed.
<br />N0. I
<br />DATE
<br />REVISIONS
<br />BY
<br />Roadway Excavation
<br />650
<br />C.Y.
<br />Prepared For:
<br />OAKWOOD GROUP
<br />301 W. LOCUST STREET
<br />LODI PH: 369-8400
<br />MAIN STREET � L0. SACRAMENTO R D./
<br />INDIANA STREET
<br />STREET IMPROVEMENTS
<br />E r S I� E ET
<br />SHEET O OF %
<br />Compact Original Ground
<br />5,500
<br />S.F.
<br />N D I
<br />A N A
<br />+
<br />ST R E S T
<br />STREET
<br />Aggregate Base, Cl. II (0.50')
<br />5,500
<br />S.F.
<br />SUBMITTED BY
<br />R.C.E. yZGBS DATE 7 /4 B7
<br />w a�
<br />FILE 6 aw 9 0
<br />NO. V Vi/
<br />Asphalt Concrete,Type "B" (0.25')
<br />5,500
<br />S.F.
<br />T.I. -
<br />6'.0
<br />Concrete Subgrade Compaction
<br />2,860
<br />S.F.
<br />+.� MW Square Type Curb, Gutter & Sidewalk (5')
<br />109
<br />L.F.
<br />Square Type Curb, Gutter & Sidewalk (1')
<br />165
<br />L.F.
<br />a Commercial Type Driveway & Sidewalk
<br />s`
<br />62
<br />L.F.
<br />40
<br />---_-
<br />Street Sign
<br />sr �
<br />1
<br />Each
<br />\
<br />/' _-'-'
<br />z
<br />_-
<br />i01in+ vl � STORM DRAIN SYSTEM
<br />.. SITE
<br />--
<br />a° 15" Storm Drain
<br />126
<br />L.F.
<br />exist struGiu_ru/
<br />sr. 12" Storm Drain (Incl. Jacking)
<br />181
<br />L.F.
<br />1
<br />5' /-o /4.5VarieS
<br />"'' 10" Storm Drain
<br />12
<br />L.F.
<br />/
<br />Feotner >a exist crown
<br />Storm Drain Manhole
<br />;.
<br />1 Side Inlet Catch Basin
<br />&
<br />3
<br />2
<br />Each
<br />Each
<br />%4"eft
<br />/ Mir
<br />ZP-�
<br />Neat Cul e5
<br />i 6" Force Main Pipe
<br />..
<br />230
<br />L.F.
<br />... ,
<br />yprie5
<br />-_--
<br />Storm Drain Pumping System & Controls
<br />Lump
<br />Sum
<br />WATER SYSTEM
<br />LAKE
<br />� X s t.--- Tl -0 ve/ed {9/a}/
<br />MUNICIP
<br />PutK,i 8" Water
<br />ROA01,
<br />1,075
<br />L.F.
<br />-----
<br />.N.. ,` 8" Valves
<br />4
<br />Each
<br />l6;l_6
<br />0.25' AG- Type "i"
<br />Fire Hydrant f Assy.
<br />VICINITY MAP 2" Water Service & Meter Box
<br />1
<br />1
<br />Each
<br />Each
<br />eI77,%
<br />Gomm. CG S
<br />- „
<br />A„B. Cl. II /4 �%%4x ,4ggregQfc
<br />N.T.S. 4" Fire Service
<br />1
<br />Each
<br />o. G7' 92 %
<br />.eC Col,7C.Sudg�a4G
<br />0.67' 92% R.C. Cotr/,t7. OC/y, 6rOur/d
<br />G C? M/0 .
<br />MAIN STREET ( LOWER SACRAMENTO M
<br />7-./, = 6.0
<br />BENCHM RK DATUM:
<br />Per U.S.B.S. B.M. 19-8
<br />1907-45 Location N.W.
<br />corner of Masonic Bldg.
<br />in the town of Woodbridge.
<br />Elev. 46.40
<br />Note: Quantities for estimating purposes only. Pay
<br />quantities will be actual quantities installed.
<br />N0. I
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN (9/6 DRAWN BY "�'�
<br />/
<br />� �^'�
<br />~�••✓�
<br />APPROVED BY
<br />P'►b�-i4 19 �'L
<br />�' s � �
<br />AQ _JOA UIN COUNTY DIRE OF PUBLIC WORKS
<br />B A U M B A C H & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LODI, CALIF.
<br />95240 PH: 209-388-8818
<br />Prepared For:
<br />OAKWOOD GROUP
<br />301 W. LOCUST STREET
<br />LODI PH: 369-8400
<br />MAIN STREET � L0. SACRAMENTO R D./
<br />INDIANA STREET
<br />STREET IMPROVEMENTS
<br />E r S I� E ET
<br />SHEET O OF %
<br />JOB NO. 8724
<br />SUBMITTED BY
<br />R.C.E. yZGBS DATE 7 /4 B7
<br />w a�
<br />FILE 6 aw 9 0
<br />NO. V Vi/
<br />
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