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<br />Roadway Import 388 C.Y.
<br />24"' Storm Drain 406 L.F.
<br />36" Storm Drain 752 L.F.
<br />/ 42" Storm Drain CMP 68 Each
<br />48" Storm Drain Manhole 4 Each
<br />Z n7 15" Sanitary Sewer 1,893 L.F.
<br />Sanitary Sewer Manhole 6 Each
<br />1 , 4" Sanitary Sewer Service
<br />(Wye & Stub) 25 Each
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<br />NOTES
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<br />Contractor shall receive an approved set of plans and specifications
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<br />prior to beginning construction.
<br />19.
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<br />45
<br />Baumbach 6 Plana (Engineer) shall set all survey controls and
<br />20.
<br />Contractor shall visit site prior to bidding. Specifications are a
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<br />construction stakes necessary for completion of work. The Contractor
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<br />separate document.
<br />CONST�* p /� '{' �`'
<br />RUCTION QUANTITIES I TIES
<br />1. All Hork shall conform
<br />this
<br />to these pl.ns and any special provisions for
<br />11. Ccntractur sl!all be responsible
<br />for notifying and co-ce(rdinete all
<br />^�
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<br />project,
<br />2. Refer to the final
<br />60
<br />destroyed due to Contractor's negligence will be set by the Engineer
<br />worl; with any agency requiring
<br />removal or relocation of utilities,
<br />at the Contractor's expense.
<br />22.
<br />map
<br />of this subdivision
<br />for all center
<br />line and
<br />such as Fdtific Bell, F. G. t. E.,
<br />et(.
<br />s
<br />s
<br />property line data.
<br />utility agencies to -mark their facilities in the field before any
<br />23.
<br />12. All off -site .:;ter lines shall
<br />be pressure tested, disinfected,
<br />excavation. The Contractor shall notify and coordinate all work
<br />3 The street It ht C stem
<br />shall b �t Ii d
<br />b P f 6
<br />24.
<br />All work will be required to be inspected by the Department of Public
<br />Roadway Import 388 C.Y.
<br />24"' Storm Drain 406 L.F.
<br />36" Storm Drain 752 L.F.
<br />/ 42" Storm Drain CMP 68 Each
<br />48" Storm Drain Manhole 4 Each
<br />Z n7 15" Sanitary Sewer 1,893 L.F.
<br />Sanitary Sewer Manhole 6 Each
<br />1 , 4" Sanitary Sewer Service
<br />(Wye & Stub) 25 Each
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<br />Bench Mark Datum per U.S.G.S. B. M.
<br />19 - B 1907- 45. Location N W corner
<br />of Masonic Building in the town of Woodbridge.
<br />Elevation 45.85 is most eurrerrt Per F. G M n
<br />NO, DATE REVISIONS
<br />6/11/91 Move 15"55- _ _ . C.A.PFC5P
<br />6/26/91 Move 15"55@ Add 55MW Ret
<br />7/11/91 see Sheets 2-5
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<br />Contractor shall receive an approved set of plans and specifications
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<br />sere
<br />prior to beginning construction.
<br />19.
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<br />Bench Mark Datum per U.S.G.S. B. M.
<br />19 - B 1907- 45. Location N W corner
<br />of Masonic Building in the town of Woodbridge.
<br />Elevation 45.85 is most eurrerrt Per F. G M n
<br />NO, DATE REVISIONS
<br />6/11/91 Move 15"55- _ _ . C.A.PFC5P
<br />6/26/91 Move 15"55@ Add 55MW Ret
<br />7/11/91 see Sheets 2-5
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<br />20 3'bw I
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<br />22 388
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<br />Contractor shall receive an approved set of plans and specifications
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<br />sere
<br />prior to beginning construction.
<br />19.
<br />All off-site storm drains shall be cleaned prior to final acceptance.
<br />45
<br />Baumbach 6 Plana (Engineer) shall set all survey controls and
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<br />Wp��gRl�
<br />Const.735LF7'
<br />MOsondry Wail
<br />(FUTURE)
<br />BY DESIGN r P DRAWN BY
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<br />E5 SL WITTED � i
<br />R.C.E. �9C� - DATE
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<br />APPROVI'D BY: henry M. llirata RCE No. 21258
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<br />CONSTRUCTION STAKING LIABILITY WAIVER
<br />these improvement plans have been prepared with the
<br />intent that the firm of Baumbach & Piazza, Inc. will be
<br />performing the construction staking for the complete
<br />project. If, however, another engineering and/or
<br />surveying firm should be employed to use these plans for
<br />the purpose of construction staking, notice is hereby
<br />given that the firm of Baumbach & Piazza, Inc. will not
<br />assume any responsibility for errors or omissions, if
<br />any, which might occur and which could have been avoided,
<br />corrected or mitigated if Baumbach & Piazza, Inc. had
<br />performed the staking work.
<br />SHEET INDEX
<br />1Q KEY SHEET, QUANTITIES,1✓,
<br />NOTES
<br />PLAN �, PROFILE
<br />5O-© OUTFALL DETAIL, E, STORM
<br />DRAIN DISCHARGE
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LOCI, CALIF.
<br />95240 PH: 209-366-66'18
<br />KEY
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<br />flushed and tested for bacteria in conformance with the San Joaquin
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<br />Company.
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<br />County Health Code kequireseots prior to connecting to existing water
<br />4.
<br />Contractor shall receive an approved set of plans and specifications
<br />tc
<br />line.
<br />sere
<br />prior to beginning construction.
<br />19.
<br />All off-site storm drains shall be cleaned prior to final acceptance.
<br />5.
<br />Baumbach 6 Plana (Engineer) shall set all survey controls and
<br />20.
<br />Contractor shall visit site prior to bidding. Specifications are a
<br />D-
<br />construction stakes necessary for completion of work. The Contractor
<br />�'O
<br />separate document.
<br />Bt
<br />shall be responsible for the preservation of all survey and
<br />21.
<br />New traffic striping and the restoration of any damaged existing
<br />SC.e
<br />construction stakes. Survey and construction stakes that are lost or
<br />ECR
<br />painted legends or signs is the responsibility of the Contractor and
<br />60
<br />destroyed due to Contractor's negligence will be set by the Engineer
<br />shall be included in his bid price.
<br />at the Contractor's expense.
<br />22.
<br />Where water crosses SO or SS use an 18-20 ft. length of Cl. 200 pipe,
<br />6.
<br />The existing underground utilities were plotted from available
<br />centered over the SS or SD if: a) The water is under the SS or SD.
<br />records. The Contractor shall be responsible for contacting all
<br />b) The vertical clearance is less than 1 foot.
<br />utility agencies to -mark their facilities in the field before any
<br />23.
<br />No materials resulting from tapping procedures may enter District
<br />excavation. The Contractor shall notify and coordinate all work
<br />sewer,
<br />with any agency requiring removal or relocation of their utilities.
<br />24.
<br />All work will be required to be inspected by the Department of Public
<br />Pacific Bell, P. G. 6 E., Lodi Cable T. V., Woodbridge Sanitary
<br />Works. They shall be notified not less than 24 hours in advance of
<br />District and Mokelumne Acres Maintenance District. U.S.A. (800) 642-
<br />commencement of work.
<br />2444•
<br />25.
<br />Eash SS service to have C.O. at property.
<br />7.
<br />House services, fire hydrant laterals, and street light conduit shall
<br />26.
<br />It is agreed that field conditions may require changes to these
<br />be installed prior to curb and gutter construction. All underground
<br />plans. It is further agreed that the Director of Public Works may
<br />utilities within the street area, including gas and telephone lines,
<br />require changes, alterations or additions to these plans, when the
<br />shall be installed prior to paving.
<br />Director deems them to be necessary or desirable for the proper
<br />B.
<br />All manholes to be set flush with the finish grade unless otherwise
<br />completion of the work, provided that such changes, alterations or
<br />indicated.
<br />additions shall not exceed 102 of the original estimate of tho cost
<br />9.
<br />All water lines shall have a minimum cover of 30'•
<br />for the improvements without prior approval of the surety.
<br />10.
<br />Water used in any phase of construction, such as backfill compaction,
<br />21.
<br />Fire hydrant bid shall include the followirg: Tee, 6' Lateral, 6'
<br />dust control, testing or other work herein required, shall be
<br />Valve and complete fire hydrant assembly.
<br />included in the unit price or lump sum bid for the respective item of
<br />28.
<br />Prior to performing any work in Woodbridge Road, the Contractor shall
<br />construction.
<br />obtain an Encroachment Permit from the San Joaquin County Department
<br />11.
<br />Contractor agrees that he shall assume sole and complete
<br />of Public Works.
<br />responsibility for job site conditions during the course of
<br />29.
<br />Contractor shall notify Mokelumne Acres Maintenance District for
<br />construction of this project, including safety for all persons and
<br />approval prior to connecting water line to existing water main.
<br />property; that this requirement shall apply continuously and not be
<br />30.
<br />Installation of all sanitary sewer improvements shall conform to the
<br />limited to normal working hours and that Contractor shall defend,
<br />standards of the Woodbridge Sanitary District. All such work is
<br />indemnify, and hold the Owner, County and the Engineer harmless from
<br />subject to inspection by the District Engineer. The Contractor shall
<br />any and all liability, real or alledged, in connection with the
<br />notify District Engineer 48 hours prior to the commencement of any
<br />performance of work on this project, excepting for liability arising
<br />work on the sanitary system. (209-946-0265)
<br />from the sole negligence of the Owner or the Engineer.
<br />31.
<br />Contractor shall obtain a grading permit from the San Joaquin County
<br />12.
<br />Contractor shall give Engineer a minimum of 48 hours notification
<br />Building Division.
<br />prior to staking any utilities.
<br />32.
<br />Pipe type and strengths allowed for underground utilities, unless
<br />13.
<br />Sanitary sewer services shall be marked by the curb i gutter
<br />otherwise specified on plans, are as follows: Storm Drain ISD) - RCP
<br />contractor with an 'S' stamped on the top of curb.
<br />or ACP, Cl. 11I; Sanitary Sewer (SS) - PVC, per ASTM 03034, 435;
<br />14.
<br />Yater services shall be marked by the curb and gutter Contractor with
<br />Water (W) - PVC, Cl. 150 or greater per ANNA Std. C-900 Cl.
<br />a 'W' stamped on the top of curb. Location of water markings shill
<br />150 or greater per ASTM C296, Type 11.
<br />be verified in the field by the Engineer.
<br />33.
<br />All traffic signs and markings shall conform to San Joaquin County
<br />15.
<br />Lot grading shall be completed before starting any underground
<br />Standards and to the 'Manual of Uniform Traffic Control Devices'.
<br />construction. Refer to attached grading plan.
<br />34.
<br />Any changes to the approved Improvement Plans and Specifications must
<br />16.
<br />Separation of water and sewer mains (including crossings) and sewer
<br />be prepared and certified by the 'Civil Engineer' and shall be
<br />laterals crossing over water mains shall meet or exceed the latest
<br />approved by the 'Director' prior to implementation.
<br />standards of the State of California Department of Health Services.
<br />35.
<br />All materials used as sanitary sewer system musthmt- vrifteri
<br />approval from District Engineer prior to installation,
<br />SHEET
<br />L E G E N D
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<br />Side Int Catch Basin
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<br />Low Point
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<br />High Point
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<br />Top of Curb
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<br />Clean Out to Grade
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<br />Storm Drain Line Indicating direction of flow
<br />---
<br />Sanitary Sewer Line Indicating direction of flow
<br />Water Line
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<br />Fire Hydrant
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<br />Street Light
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<br />6rnde Best
<br />ERVICES:
<br />Street Lights Woodbridge Lighting District
<br />Sewage Woodbridge Sanitary District
<br />Natural Gas & Electric - P. G. & E.
<br />Telephone Pacific Bell
<br />Television Cable Lodi Cable T.V.
<br />Water
<br />Storm Drainage }--- fdokelumne Acres Maintenance District
<br />APPROVED BY
<br />The following approvals are only for the 15"Sanitary on(
<br />Drain 5 tem in Putajr7 UGrlt No.2
<br />/ - • t «�.
<br />K. kJELD5EN, W.S.D. EN EEFt
<br />H. RATA, 5 JOA IN\OLNTY OIRECTOP, OF PUBLICWOPK5
<br />11W NDWOODii
<br />STORM DRAIN 4 SANITARY
<br />SEWER IMPROVEK4ENTS
<br />Z -12 -9 -Z -
<br />by
<br />tion of the Storm
<br />DATE
<br />7- z6-;�,/
<br />DATE
<br />SHEET O OF O
<br />JOB NO. 8 S 8 9
<br />FILE
<br />NO.
<br />6 7 C///
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