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<br />CONSTRUCTION
<br />QUANTITIES
<br />Woodbridge Sanitary District
<br />STREET SYSTEM
<br />a
<br />Roadway Excavation
<br />i
<br />Pacific Bell
<br />Import
<br />- Lump Sum
<br />Water
<br />Storm Drainage
<br />A
<br />58,000 S.F.
<br />'• +• '' •'
<br />e -w
<br />roo_-coURT
<br />L.P.
<br />Aggregate Base Cl. II (0.33')
<br />22,660 S.F.
<br />High Point
<br />Asphalt Concrete Type "B" (0.17')
<br />35,340 S.F.
<br />C.O.T.G.
<br />Beveled Curb, Gutter & Sidewalk
<br />3,015 L.F.
<br />Storm Drain Line Indicating Direction of Flow
<br />N,
<br />.$. OS}O•3S's
<br />� _ q p `�79 30.00 50;00 �i0-OO §O:DO 5a. -9 1 3000 3d.00 30.170 X0.00
<br />rot ,03 Jcl� lots ,� Jai 107 Joa raJ n; r10 . J»' ---
<br />v°1p N
<br />0Z.,�°pK a$ oa o0 0$ 00 0m° Qo oa 0e
<br />i '�, O /00.00 5I „58 50.00 50.00 .30.00 .Oe7- 50. .00 50.00. �. 50.00 i 50,00S. 09f !
<br />-�
<br />-_. S. 99.93' 8- 544. a6 u
<br />_
<br />CONSTRUCTION
<br />QUANTITIES
<br />Woodbridge Sanitary District
<br />STREET SYSTEM
<br />Electric
<br />Roadway Excavation
<br />1300 C.Y.
<br />Pacific Bell
<br />Import
<br />- Lump Sum
<br />Water
<br />Storm Drainage
<br />-
<br />58,000 S.F.
<br />'• +• '' •'
<br />e -w
<br />roo_-coURT
<br />L.P.
<br />Aggregate Base Cl. II (0.33')
<br />22,660 S.F.
<br />High Point
<br />Asphalt Concrete Type "B" (0.17')
<br />35,340 S.F.
<br />C.O.T.G.
<br />Beveled Curb, Gutter & Sidewalk
<br />3,015 L.F.
<br />Storm Drain Line Indicating Direction of Flow
<br />Street Sign
<br />3 Each
<br />W.
<br />Street Light
<br />By P. G. & E
<br />Fire Hydrant
<br />Concrete Subgrade Compaction
<br />21,635 S.F.
<br />"CO/J/YrRy V/ffW 5U.910/V/5 0A/
<br />Unit No. Z
<br />'
<br />2 Each
<br />Survey Monument Box
<br />3 Each
<br />Asphalt Concrete . Type "B"CO.ZO9
<br />ZZ. 660 5 F.
<br />7
<br />.,
<br />55
<br />5
<br />W
<br />STORM DRAIN SYSTEM
<br />5,
<br />0-0•
<br />Vol €.
<br />157-9-00 I i
<br />10" Storm Drain
<br />247 L.F.
<br />15" Storm Drain
<br />� _ q p `�79 30.00 50;00 �i0-OO §O:DO 5a. -9 1 3000 3d.00 30.170 X0.00
<br />rot ,03 Jcl� lots ,� Jai 107 Joa raJ n; r10 . J»' ---
<br />v°1p N
<br />0Z.,�°pK a$ oa o0 0$ 00 0m° Qo oa 0e
<br />i '�, O /00.00 5I „58 50.00 50.00 .30.00 .Oe7- 50. .00 50.00. �. 50.00 i 50,00S. 09f !
<br />-�
<br />-_. S. 99.93' 8- 544. a6 u
<br />_
<br />CONSTRUCTION
<br />QUANTITIES
<br />Woodbridge Sanitary District
<br />STREET SYSTEM
<br />Electric
<br />Roadway Excavation
<br />1300 C.Y.
<br />Pacific Bell
<br />Import
<br />- Lump Sum
<br />Water
<br />Storm Drainage
<br />Compact Original Ground
<br />58,000 S.F.
<br />'• +• '' •'
<br />Aggregate Base Cl. II (0.25')
<br />35,340 S.F.
<br />L.P.
<br />Aggregate Base Cl. II (0.33')
<br />22,660 S.F.
<br />High Point
<br />Asphalt Concrete Type "B" (0.17')
<br />35,340 S.F.
<br />C.O.T.G.
<br />Beveled Curb, Gutter & Sidewalk
<br />3,015 L.F.
<br />Storm Drain Line Indicating Direction of Flow
<br />Street Sign
<br />3 Each
<br />W.
<br />Street Light
<br />By P. G. & E
<br />Fire Hydrant
<br />Concrete Subgrade Compaction
<br />21,635 S.F.
<br />Dead End Barricade
<br />2 Each
<br />Survey Monument Box
<br />3 Each
<br />Asphalt Concrete . Type "B"CO.ZO9
<br />ZZ. 660 5 F.
<br />ti
<br />W
<br />STORM DRAIN SYSTEM
<br />10" Storm Drain
<br />247 L.F.
<br />15" Storm Drain
<br />205 L.F.
<br />18" Storm Drain
<br />241 L.F.
<br />24" Storm Drain
<br />120 L.F.
<br />Side Inlet Catch Basin
<br />6 Each
<br />-
<br />48" Storm Drain Manhole
<br />2 Each
<br />r1l 51. 50 50.00 30.00 0 Saw 30.00 §0.00 50-00 50.490 017.00
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<br />N$ N p4
<br />8
<br />717:_4
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<br />_ Aft
<br />X► Q� _
<br />__MSEC �.SuiLs: �rapoit. by
<br />STRUCTURAL SECTION S
<br />NOT£ : AJ/ .e0odwy Fi%/ To Be 96'/. RC
<br />.4/i car FiJJ To 9e 90 % .ec
<br />50'
<br />25' 25'
<br />1vt
<br />1 X4 ///a
<br />/ Tylox CG VS ILL -0.171.4-C. ryRC ''.6 " < %2'/ OaX• flg9
<br />9z% RC 0.25',4..6. c/. z (3/a "IWOX..4gyre ota)
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<br />L- R044-11way E)C. Coirloatea/ to th/5 /ire
<br />LARK STREET WETHERLY CIRCLE
<br />T. I. = 4.0 R^=73 G.E. Provided . 0. TO
<br />60'
<br />L / /2
<br />N
<br />/ XZ %
<br />WATER SYSTEM
<br />R" Water
<br />A" Valve
<br />Fire Hydrant Assembly (Rich Ranger #960)
<br />Services °, 6f4,/
<br />SANITARY SEWER SYSTEM
<br />6" Sanitary Sewer
<br />48" Sanitary Sewer Manhole
<br />Services
<br />s'
<br />3'
<br />VICINITY MAP
<br />H -TS
<br />Woodbridge Sanitary District
<br />Natural Gas &
<br />Electric
<br />f
<br />HENRY
<br />HENRY HIR A RCE 21258
<br />SAN JOAOUIN UNTY DIRECTOR OF PUBLIC WORKS
<br />Pacific Bell
<br />1
<br />//4101ct
<br />Water
<br />Storm Drainage
<br />Denchmork DOfum per u. S.O. S. D.M.
<br />LEGEND
<br />'• +• '' •'
<br />S.I.C.B. or
<br />19-0 1907- 4S . Location N.W. corner
<br />of Nosonic building 1n the town o/. ..
<br />Woodbridge. lleratfon 46.40 -
<br />�' FJCVG/Gd TyoF. a� �s O.ZO'AC - 7y,00' "/5" l %2'/iY/4X. A99.i
<br />4. G 7' ^ 92 % /eC O- _�; 3 4 3 C/- _V- ( 3/4 "fox . AgyrcgotG j
<br />Goi/G• 5/i69'rl�dG GD/n�o- O- G7' ^' 9S"'/" .eG Ori9iilo/ 6ro�rJ�!
<br />BE N E DI CT D R IV E NUT£ : Rene trArLOr7 77reaJ•177errr
<br />r - &/ /_ /qu/d i95,oh o/t �Gr�Jdc 5'C - 70
<br />t<, T15 G. £. Pi/ed - 0.e6 or.5t - 250 ie re`q 'd. q>` 0.4
<br />Jn one a Z /: car�Gil .
<br />Y
<br />NO. DATE REVISIONS
<br />�1
<br />/ ? 24-b6 Lasr�ed 5�iaef g/a,
<br />BY
<br />DESIGN DRAWN BY
<br />APPROVED
<br />1986
<br />Woodbridge Sanitary District
<br />Natural Gas &
<br />Electric
<br />SUED BYF
<br />R.C.E. `''-�=� DATE /'Z-8�
<br />HENRY
<br />HENRY HIR A RCE 21258
<br />SAN JOAOUIN UNTY DIRECTOR OF PUBLIC WORKS
<br />Pacific Bell
<br />SERVICES
<br />958 L.F.
<br />4 Each
<br />5 Each
<br />48 Each
<br />897 L.F.
<br />4 Each
<br />48 Each
<br />Street Lights
<br />Woodbridge Lighting District
<br />Sewage
<br />Woodbridge Sanitary District
<br />Natural Gas &
<br />Electric
<br />P. G. & E.
<br />Telephone
<br />Pacific Bell
<br />Television Cable_
<br />Lodi Cable T. V.
<br />Water
<br />Storm Drainage
<br />% Mokelumne Acres Maintenance district
<br />LEGEND
<br />S.I.C.B. or
<br />Side Inlet Catch Basin
<br />L.P.
<br />Low Point
<br />H.P.
<br />High Point
<br />T.C.
<br />Top of Curb
<br />C.O.T.G.
<br />Clean Out to Grade
<br />S.D.
<br />Storm Drain Line Indicating Direction of Flow
<br />S.S.
<br />Sanitary Sewer Line Indicating Direction of Flow
<br />W.
<br />Water Line
<br />Q
<br />Fire Hydrant
<br />0_0
<br />Street Light
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. L001, CALIF.
<br />95240 PH: 209-388-8818
<br />GENERAL NOTES
<br />1. All work shall conform to these plans and any special provisions for this project.
<br />2. Refer to the final map of this subdivision for all centerline and property line data.
<br />3. The street light system shall be installed by Pacific Gas & Electric Company.
<br />4. Contractor shall receive an approved set of plans prior to beginning construction.
<br />5. Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes
<br />necessary for completion of work. The Contractor shall be responsible for the preser-
<br />vation of all survey and construction stakes. Survey and construction stakes that are
<br />lost or destroyed due to Contractor's negligence will be set by the Engineer at the
<br />Contractor's expense.
<br />6. The existing underground utilities were plotted from available records. The
<br />Contractor shall be responsible for contacting all utility agencies to mark their
<br />facilities in the field before any excavation. The Contractor shall notify and
<br />co-ordinate all work with any agency requiring removal or relocation of their
<br />utilities. Pacific Bell, P. G. & E., Lodi Cable T.V., Woodbridge Sanitary
<br />District and Woodbridge Lighting District. : USA (800)642-2444.
<br />7. 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 />8. House services, fire hydrant laterals, and street light conduit shall be installed
<br />prior to curb and gutter construction. All underground utilities within the street
<br />area, including gas and telephone lines, shall be installed prior to paving.
<br />9. All manholes to be set flush with finish grade unless otherwise indicated.
<br />10. All water lines shall have a minimum cover of 3' - 0".
<br />11. All existing irrigation lines within the right of way shall be crushed in place or
<br />removed.
<br />12. 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
<br />lump sum bid for the respective items of construction.
<br />13. Contractor agrees that he shall assume sole and complete responsibility for job
<br />site conditions during the course of construction of this project, including
<br />safety for all persons and property; that this requirement shall apply continuously
<br />and not be limited to normal working hours and that Contractor shall defend,
<br />indemnify, and hold the Owner and the Engineer harmless from any and all liability,
<br />real or alleged, in connection with the performance of work on this project,
<br />excepting for liability arising from the sole negligence of the Owner or the
<br />Engineer.
<br />14. Contractor shall give Engineer a minimum of 48 hours notification prior to staking
<br />any utilities.
<br />15. 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 an "S".
<br />16. 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 />17. Lot grading shall be completed before starting any underground construction.
<br />Refer to attached grading plan.
<br />18. Each SS service to have C.O. at property line. See detail on Sht. Co.
<br />19. Note that sanitary inspection will be performed by San Joaquin County Department
<br />of Public Works and Woodbridge Sanitary District Engineer and /or District staff
<br />(Kjeldsen-Sinnock & Associates 209-946-0268). Must have inspection before backfill
<br />and notify inspector 48 hours prior.
<br />20. No materials resulting from tapping procedures may enter District sewer.
<br />21. 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
<br />California Department of Health Services. Where water crosses SO or SS use
<br />an 18-20 ft. length of Cl. 200 pipe, centered over the SS or SD if: a) The water
<br />is under the SS or SD. b) The vertical clearance is less than 1 ft.
<br />22. It is agreed that field conditions may require changes to these plans. It is
<br />further agreed that the Director of Public Works may require changes, alterations
<br />or additions to these plans, when the Director deems them to be necessary or
<br />desirable for the proper completion of the work, provided that such changes,
<br />alterations -or additions shall not exceed 10% of the original estimate of the
<br />cost for the improvements without prior approval of the surety.
<br />23. Fire Hydrant bid shall include the following: Tee, 6" Lateral, 6" Valve and complete fire hydrant
<br />assembly.
<br />24. All water lines shall be pressure tested, disinfected, flushed and tested for bacteria in conformance
<br />with the San Joaquin County Health Code Requirements prior to connecting to existing water line.
<br />Contractor shall notify Mokelumne Acres Maintenance District for approval prior to connecting
<br />water line to existing water line.
<br />SHEET INDEX
<br />KEY SHEET
<br />PLAN 81 PROFILE
<br />O,
<br />0
<br />APPROVED BY
<br />DETAILS
<br />GRADING PLAN
<br />SAN-dOAQUIN LOCAL HEALTH DISTRICT DATE
<br />SAN &QUIN FIRE WARDEN DATE
<br />CHIEF MOODBRIDGE FIRE DISTRICT 1 DATE
<br />ENGINEER WOODBR'145GE SANITARY DISTRICT DATE
<br />COUNTRY VIEW SUBDIVISION
<br />KEY SHEET UNIT N0.3
<br />SUBDIVISION IMPROVEMENTS
<br />SHEET' ) OF 7
<br />JOB NO. 0905 _3
<br />FILE
<br />N0.
<br />
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