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<br />SEE SHEET 2 FOR KEY SHEET OP
<br />TH15 AREA SOUTH OF MATCH LINE AND
<br />NORTH OF MOKELUMNE STREET 3
<br />SEE SKEET 6 FOR STREET IMPROVEMr-NT RiVIE
<br />NOTE: O
<br />There are many wells in this area. It any
<br />improperly abandoned wells are encountered they
<br />Shall be reabandoned per San Joaquin County
<br />Ordinance, No, 1862
<br />Vote well
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<br />BAUMBACH &
<br />PIAZZA
<br />WOODBRIDGE GREENS
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<br />CIVIL ENGINEERS - SURVEYORS
<br />KEY MAP UN IT N 0 1
<br />JOB Na. 8394
<br />323 w. ELM ST, Lnol, CALIF. 95240
<br />PH. 209-368-6618
<br />SUBDIVISION IMPROVEMENTS
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<br />'coo .. , PROPrat
<br />VICINITY MAP
<br />Benchmark Dotum per U•5.G.S. a.m.-
<br />19-15
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<br />19-13 J907-45 - Locat" on N.W. Corner'
<br />Of MasOnic Builoing In the towns of
<br />Wood bridge . Elevot'ton 4b. 40
<br />NO. DATE REVISIONS
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<br />ti PRINTED ON DIEPO NO. 1000H CLEARPRINT
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<br />Seo Solis Report by D L.. Randall Inc.
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<br />CONSTRUCTION QUANTITIES GENERAL
<br />NOTES
<br />STREET SYSTEM 1. All work shall conform to these plans and any special provisions for this project.
<br />Public Priyate 2. Refer to the final map of this subdivision for all centerline and property line data.
<br />Lot Grading Lump Sum 3. Contractor shall receive an approved set of plans prior to beginning construction.
<br />Site Clearing "Pavement Removal - Lump Sum Lump Sum 4. Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes
<br />Abandon Wells __-.___._-_- 3 Each necessary for completion of work. The Contractor shall be responsible for the
<br />preserva-
<br />Roadway Excavation _. 631 C.Y. 4,6[0 C.Y. tion of all survey and construction stakes. Survey and construction stakes that are
<br />Compact Original Ground_ _ 10,112 S.F. 73,4$0 S.F. lost or destroyed due to Contractor's negligence will be set by the Engineer at the
<br />Concrete Subgrade Compaction 4,634 S.F. 1?,o0o S.F. Contractor's expense.
<br />Aggregate Base - Cl. (0.50') - _-�- 10,112 S.F. 5. The Contractor shall take precautionary measures to protect existing underground
<br />Aggregate Base - Cl. II (0.33') 73,4190 S.F. utilities. The Contractor shall do no excavation until all utility agencies have been
<br />Asphalt Concrete - Type B (0.17') 10,874 S.F. 6810 S.F. given the opportunity to mark their facilities in the field.
<br />Vertical Curb -LM "m 5 ac- Parxlrg- t�i) 336 S.F. 6. House services, fire hydrant laterals, and street light conduit shall be installed prior
<br />Vertical Curb Gutter g Sidewalk 598 L.F. to curb and gutter construction. All underground utilities within the street area,
<br />Beveled Curb & Gutter _ r 3, 9 3 7 L.F.including gas and telephone lines, shal 1 be installed prior to paving.
<br />Commercial Type Curb & Gutter 64 L.F. - 7. All manholes to be set flush with finish grade unless otherwise indicated.
<br />Commercial Type Driveway _.__._ 288 S.F. S. All water lines shall have a minimum cover of 30".
<br />Survey Monument - Type S T_ 6 Each 9. All existing irrigation lines within the right of way shall be removed.
<br />Dead End Barricade -. _. 1 Each 10. Water used in any phase of construction, such as backfill compaction, dust control, testing
<br />Street Sign Post _ Each 5 Each or other work herein required, shall be included in the unit price or lump sum bid for the
<br />Well Site (includes Well, Pump, controls, respective item of construction.
<br />Bldg. , sitework ?, EcnceL.- Lump Sum ,' 1]. Contractor agrees that he shall assume sole and complete responsibility for job site
<br />Bomanite & Concrete _._. - 5,31n0 S.F. conditions during the course of construction of this project, including safety for all
<br />persons and property; that this requirement shall apply continuously and not be limited
<br />PUC Conduit or_ir`1 �Q�_ ._ _. _- r_ Lump Sum to normal working hours and that Contractor shall defend, indemnify and hold the Owner County
<br />p y - y 1Ci;i _ Lura Sum g
<br />Tempo Road 4 Emgr. -r�. � ; �rndm _ - p and the Engineer neer harmless from any and all liability, real or alleged, in connection
<br />with the performance of work on this project, excepting for liability arising from the
<br />sole negligence of the Owner or the Engineer.
<br />STORM DRAIN 12. The Contractor may use machinery capable of extruding concrete on compacted subgrade to
<br />place curb and gutter monolithically.
<br />®10" Storm Drain 342 L. F. 220 L.F. 13• Contractor shall give Engineer a minimum of 48 hours notification prior to staking any
<br />12" Storm Drain _� -- _ 3 g L.F. -
<br />15" Storm Drain _-_ -_ _ 869 L.F. 120 L.F. 14. Water services shall be marked by the curb and gutter Contractor with a "W" stamped on
<br />21" Storm Drain 52 L.F. the top of curb. Location of water markings shall be verified in the field by the Engineer.
<br />15. Al] work will be required to be inspected by the Engineer and the Department of Public
<br />!'Works. They shall be notified not less than 24 hours irk advance of commencement of work.
<br />d ® 36" Storm Drain 1372 L.F. - 16. Fire Hydrant bid shall include the following: Tee, 6" Lateral , 6" Valve and complete
<br />Storm Drain Manhole _ 14 Each fire hydrant assembly.
<br />Side Inlet Catch Basin -- _ 12 Each 17• Lotagraadding shall be completed before starting any underground construction. Refer to
<br />Drop Inlet Catch Basin �_- 2 Each 4 Each gradin plan,
<br />18. Separation of water and sealer mains (including crossings) and sewer laterals crossing over
<br />water mains shall meet or exceed the latest standards of the State of California Depart -
<br />SANITARY SEWER SYSTEM meat of Health Services.
<br />19. Contractor shall be responsible for notifying and co-ordinating all work with any agency
<br />® 6" Sanitary Sewer _ 2, 228 L. F. requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E., etc.
<br />© 8" Sanitary Sewer -. 202 L.F. 20. Prior to performing any work in Woodbridge Road, the Contractor shall obtain an Encroach -
<br />Sanitary Sewer Manhole - Each ment Permit from the San Joaquin County Department of Public Works.
<br />Sanitary Service _ -__ 49 Each 21. All off-site water lines shall be pressure tested, disinfected, flushed and tested for
<br />bacteria in conformance with the San Joaquin County Health Code Requirements prior to
<br />connecting to existing water line.
<br />WATER SYSTEM 22. Contractor shall notify Mokelumne Acres Maintenance District for approval prior to
<br />connecting water line to existing water main.
<br />6" Water 405 L.F. 23. All off-site storm drains shall be cleaned prior to final acceptance.
<br />8" Water -.___ 1,273 L.F. 24. Installation of all sanitary sewer improvements shall conform to the standards of the
<br />10" Water 668 L.F. Woodbridge Sanitary District. All such work is subject to inspection by the District
<br />6" Valve 2 Each Engineer. The Contractor shall notify District Engineer 48 hours prior to the commence
<br />8" Valve _ 4 Ea0 ment of any work on the sanitary system.
<br />10" Val ve 3 Eact'
<br />Fire Hydrant Assembly (includes Tee, 6"
<br />Valve, 6" Lateral & Rich Ranger 4960) , Each
<br />_2"Wates• �erV��e 2 Earn
<br />I" Water Service _- 50 Each
<br />STRU TURAL Scalia: 1"c 5' S T
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<br />MOKELUMME STREET
<br />G..E. rec�'4' ^ o• � 4 ; ,ora ria'sd ^- O, 98
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<br />LEGEND
<br />APPROVED B Y-
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<br />S.I.C.B.� 5ude Inlet Catch Basin
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<br />Low Point - .. r _. -
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<br />S.D. Storm Drain Line Indicating Direction of Flow sAN JOAQUIN LOCAL HEALTH DISTRICT DATED I � l< <. CorlCr f - 9,33`Ci aAe�.;T yo1Q
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<br />S.S. Sanitary Sewer Line Indicating Direction of Flow A.� lj� '
<br />W. Water Line 5uc.'; '1� far, .., R.C. Gr / 7G. !ir0/lf7G''
<br />F. K. Fire HydrantSTAN JOAQUIN FIRE WAkDE' - - - DATED - CYPRESS Rl�IV T. /. _ �. o PEBBLE RUN
<br />�}.�. 8. a _ 51 o w o f f
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<br />SERA
<br />Street Maintenance
<br />Street Lights Home Oyirters Assa tat ion
<br />Sewage W'oodbr'dge San;tary District
<br />Natural Gas & Electric P. G. & E.
<br />Telephone Pacific Bell
<br />Tel evisior Cable Lodi Cable T.V.
<br />Water
<br />Storm Drainage Mlokelumne Acres Maintenance District
<br />BY DESIGN DRAWN BY A P P RO W E D
<br />S, -i4 is A
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<br />rp DrSIGNE£ BY ,
<br />R.C.E. �5'G DATE L, a c' % SAN iOAQUIN OUNTY DIRECTOR OF PUBLIC WORKS
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<br />C1IBF WOODBRIC°��E IRE DISI IC
<br />DAT f
<br />E D Y
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<br />„r�- _71- _ - _ 8 ,
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<br />110,1 Aa'
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<br />RIVIERA COURT SPYGLASS COURT PEBBLE COURT
<br />RR/VA TE 1 -?0,4 0 )
<br />7-- /, = .4 , p 6. E. req d ^- 0. -49., 0, 79
<br />BAUMBACH &
<br />PIAZZA
<br />WOODBRIDGE GREENS
<br />SHEET OF 10
<br />CIVIL ENGINEERS - SURVEYORS
<br />KEY MAP UN IT N 0 1
<br />JOB Na. 8394
<br />323 w. ELM ST, Lnol, CALIF. 95240
<br />PH. 209-368-6618
<br />SUBDIVISION IMPROVEMENTS
<br />Nod
<br />
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