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<br />STRUCTURAL SECTIONS
<br />Z, s,
<br />NOTE : 411 RoaA'bVy -111 Ta Be 95'/• R_G "M,.
<br />A// Fi// To ea 90 %, .9- C -A//i7-
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<br />11Z44&:VA1aJV 6X . GO//7�d U JfGGi� /O 1"4 /1 /!G
<br />LARK STREET WETHERLY CIRCLE
<br />T. I• _ 4.0 2"-73 G.E. Provided a O. TO
<br />r_n /
<br />i
<br />4, z; 7/
<br />GQi/�i • 1C./L!G// G/C.�U [�C///��. V- v ♦ - .r %.l / /--&, V♦
<br />CONSTRUCTioN
<br />OUANTITIES
<br />STREET SYSTEM
<br />Roadway Excavation
<br />1300 C.Y.
<br />Import
<br />- Lump Sum
<br />Compact Original Ground
<br />58,000 S.F.
<br />Aggregate Base Cl. II (0.25')
<br />35,340 S.F.
<br />Aggregate Base Cl. II (0.33')
<br />22,660 S.F.
<br />Asphalt Concrete Type "B" (0.17`)
<br />35,340 S.F.
<br />Beveled Curb, Gutter & Sidewalk
<br />3,015 L.F.
<br />Street Sign
<br />3 Each
<br />Street Light
<br />By P. G. & E
<br />Concrete Subgrade Compaction
<br />21,635 S.F.
<br />Dead End Barricade
<br />2 Each
<br />Survey Monumentl3ox
<br />3 Each
<br />Aspho/l concrete , Type "Bp CO.20')
<br />zz, 660 5 F.
<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 Drai n
<br />120 L.F.
<br />Side Inlet Catch Basin
<br />6 Each
<br />48" Storm Drain Manhole
<br />2 Each
<br />WATER SYSTEM
<br />R" Water
<br />Ato valve
<br />Fire Hydrant Assembly (Rich Ranger #960)
<br />Services or j6gao/
<br />SANITARY SEWER SYSTEM
<br />6" Sanitary Sewer
<br />48" Sanitary Sewer Manhole
<br />Servf ces
<br />VICINITY MAP
<br />bencnmark Doturn per u.s.e.s. &PmA.
<br />19-0 194T-49. Location N.W. cornor
<br />of Mosonic builaing in the town of. ...
<br />Woodbridge. llsvati*M 4 46.40
<br />_.-
<br />B E iV E D I C T
<br />D R I V E
<br />NOnF = Rel7e,,�Irar1a17 T/'eQr'1re/7r
<br />W/ /_ r uid 4.! ,v/r A/f (Grade Sc - 7`O
<br />T. E = 5
<br />6. A- Pro viiysd O. B6
<br />D /" S2 50 /5 CC -,0' 4 !` D. ¢ 9d /�59 yQ:
<br />/n DnG ti �i7 .
<br />NO.
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN
<br />DRAWN BY
<br />APPROVED
<br />//��
<br />.
<br />T'
<br />/
<br />2-24- 64
<br />Iewered 51reeY g-odes
<br />PCS
<br />�
<br />!�/L
<br />�, 1986
<br />_
<br />SUBMrI TED By
<br />c
<br />HENRY HIR
<br />A RCE 21258
<br />R.C.E. `..�;1-��
<br />DATE
<br />SAN JOAQUIN
<br />UNTY DIRECTOR OF PUBLIC WORKS
<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 Woodbridge Lighting District
<br />Sewage Woodbridge Sanitary District
<br />Natural Gas &
<br />Electric P. G. & E.
<br />Telephone Pacific Bell
<br />Television Cable Lodi Cable T. V.
<br />Water
<br />Storm Drainage > Mokelumne Acres Maintenance district
<br />LEGEND
<br />S.I.C.B. or Side Inlet Catch Basin
<br />L.P. Low Point
<br />H.P. High Point
<br />T.C. Top of Curb
<br />C.O.T.G. Clean Out to Grade
<br />S.D. Storm Drain Line Indicating Direction of Flow
<br />S.S. Sanitary Sewer Line Indicating Direction of Flow
<br />W. Water Line
<br />a Fire Hydrant
<br />0-11 Street Light
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYOR6
<br />323 W. ELM ST. LODI , CALIF.
<br />85240 PH: 209- 388 - B 818
<br />GENERAL NOTES
<br />I. 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. j
<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 oo sht. �.
<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 SD 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 than es,
<br />alterations --.or additions shall not exceed 10% of the original estimate o? 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 />T KEY SHEET
<br />QQ,® PLAN 81 PROFILE
<br />OO ,OO DETAILS
<br />OO GRADING PLAN
<br />APPROVED BY
<br />SAN=d6AQUiN LOCAL HEALTH DISTRICT
<br />DATE
<br />C'Jtst�
<br />�'
<br />�-
<br />�J•
<br />SAN A'QUIN FIRE
<br />WARDEN
<br />DATE
<br />C7C-:
<br />F OODBRIDGGEE
<br />FIRE DISTRICT
<br />DATE
<br />,r
<br />l�-gyp.
<br />Fs --
<br />ENGINEER WOODBR
<br />GE SANITARY DISTRICT
<br />DATE
<br />COUNTRY VIEW SUBDIVISION
<br />KEY SHEET UNIT 100, 3
<br />SUBDIVISION IMPROVEMENTS
<br />SHEET(' , OF
<br />JOB NO. 09P,9 _3
<br />FILE G�
<br />NO. 1
<br />
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