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<br />SEE SHEET
<br />30 31
<br />W 0 1I o is
<br />- F
<br />$H EET
<br />INDEX od -
<br />Bk/DGE
<br />REVISIONS
<br />BY
<br />DESIGN DRAWN BY '
<br />� -� � !��{ � � �� � - r
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED:DEPARTMENT OF PUBLIC WORKS
<br />DATE: 3dl)
<br />s,jRCE NO.: 125
<br />� Zh/ /7 MWIRATION DATE:
<br />D CTO O PUBLIC WORKS
<br />IA
<br />11/12/93
<br />aE/vclr MnRx
<br />4, 1 )
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<br />®
<br />KEY SHEET QUANTITIES 4
<br />R
<br />. 19-6
<br />PER u5.6$. B.M. I9 -B /907-45.
<br />Storm Drain Line Indicating direction of flow
<br />property line data.
<br />18,
<br />All off-site water lines shall be pressure tested, disinfected,
<br />LOCATION NORTNWIOT CORNER OX
<br />The street light system shall be installed by Pacific Gas 1 Electric
<br />Fire Hydrant
<br />NOTErj
<br />Street Light High PressureSodiUmVapor(15OW(CXCept IoOW on
<br />M490NIC BUILDING IN 7_114 TOWN
<br />of W0011bRlDGE. EIfYATION 49.8;
<br />D
<br />-0
<br />PLAN 97_ PROFILE
<br />A`4S L
<br />IS M057 CURRENT AER /72
<br />line.
<br />-07
<br />WELL SITE DETAIL
<br />19,
<br />All off-site storm drains shall be cleaned prior to final acceptance.
<br />5.
<br />Baumbacb 1 Pia::a (Engineer) shall set all survey controls and
<br />20.
<br />Contractor shall visit site prior to bidding, Specifications are a
<br />construction stakes necessary for completion of work. The Contractor
<br />Woodbridge Lighting District
<br />GRADING PLAN
<br />Woodbridge Sanitary District
<br />97 rrt
<br />/9
<br />- in
<br />GONSTRUCTIOf�I DETAILS
<br />construction stakes. Survey and construction stakes that are lost or
<br />- F
<br />NO.
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN DRAWN BY '
<br />� -� � !��{ � � �� � - r
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED:DEPARTMENT OF PUBLIC WORKS
<br />DATE: 3dl)
<br />s,jRCE NO.: 125
<br />� Zh/ /7 MWIRATION DATE:
<br />D CTO O PUBLIC WORKS
<br />IA
<br />11/12/93
<br />REVISE SS GRADE-ROSEWOODWY
<br />ES
<br />®
<br />510 94
<br />REV 15E fp. 4 UTILITY LOCATIONS
<br />E5
<br />Storm Drain Line Indicating direction of flow
<br />property line data.
<br />18,
<br />All off-site water lines shall be pressure tested, disinfected,
<br />APP ED eY '
<br />20 -7
<br />R.C.E. �3 y DATE y
<br />The street light system shall be installed by Pacific Gas 1 Electric
<br />Fire Hydrant
<br />flushed and tested for bacteria in conformance with the San Joaquin
<br />Street Light High PressureSodiUmVapor(15OW(CXCept IoOW on
<br />INDEMNITY CLAUSE
<br />Contractor agrees eae that he shall assume sole and
<br />complete responsibility for job site conditions during
<br />the course of construction of this project, including
<br />safety of all persons and property; that this
<br />requirement shall apply continuously and not be limited
<br />to normal working hours; and that the Contractor shall
<br />defend, indemnify and hold harmless, the County of San
<br />Joaquin, its elected officials, officers, employees,
<br />agents, also the owner and project engineer from any
<br />and all claims, costs of litigation, damages, and
<br />attorney's fees, for personal injury or property damage
<br />of whatever nature which are claimed to have occurred
<br />during the term of this project.
<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 Haumbach & Piazza, Inc. had
<br />performed the staking work.
<br />STRUCTURAL SECTIONS
<br />R/W go '
<br />/ Z 2 /
<br />9BYG/G4 GG if 5 -� \ \ \ 0.20'A-C:
<br />.20'A.G. Ty G 0,00 DYER PRIME C09%
<br />0.8 =.92 % /e O. 80' 95 0/0 R. C.
<br />Co/7G..Sab r4dG
<br />Comp,
<br />ROSFW00D WAY zz.=40 R-rraL11Ev35
<br />G. f. RFQU/RPD = 0.83
<br />(, c� PROV/DFD = 0.8.8
<br />22'
<br />1
<br />LF -GI
<br />EXISTING
<br />PROPOSM
<br />G FNFRRL
<br />N 0 1'E S
<br />1.
<br />All work shall conform to these plans and any special orovisions for
<br />17.
<br />Contractor shall be responsible for notifying and co -coordinate all
<br />LOW Pbint
<br />this project,
<br />High Point
<br />work with any agency requiring removal or relocation of utilities,
<br />2.
<br />Refer to the final map of this subdivision for all center line and
<br />Clean Out to Grade
<br />such as Pacific Bell, P. G. 1 E., etc.
<br />Storm Drain Line Indicating direction of flow
<br />property line data.
<br />18,
<br />All off-site water lines shall be pressure tested, disinfected,
<br />3.
<br />The street light system shall be installed by Pacific Gas 1 Electric
<br />Fire Hydrant
<br />flushed and tested for bacteria in conformance with the San Joaquin
<br />Street Light High PressureSodiUmVapor(15OW(CXCept IoOW on
<br />Company.
<br />Agin CArre
<br />County Health Code Requirements prior to connecting to existing water
<br />4.
<br />Contractor shall receive an approved set of plans and specifications
<br />/yin COid Rbrzn
<br />line.
<br />fF4 C.'arA A Ar.7
<br />prior to beginning construction.
<br />19,
<br />All off-site storm drains shall be cleaned prior to final acceptance.
<br />5.
<br />Baumbacb 1 Pia::a (Engineer) shall set all survey controls and
<br />20.
<br />Contractor shall visit site prior to bidding, Specifications are a
<br />construction stakes necessary for completion of work. The Contractor
<br />Woodbridge Lighting District
<br />separate document.
<br />Woodbridge Sanitary District
<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 />Pacific Bell
<br />construction stakes. Survey and construction stakes that are lost or
<br />Lodi Cable T,V.
<br />painted legends or signs is the responsibility of the Contractor and
<br />destroyed due to Contractor's negligence will be set by the Engineer
<br />hbkelujnne Acres Maintenance District
<br />shall be included in his bid price.
<br />at the Contractor's expense.
<br />27.
<br />Where water crosses SD or SS use an 18-20 ft. length of C1. 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. 6. 1 E., Lodi Cable T. V., Woodbridge Sanitary
<br />Works. They shall be notified not less than 24 hours in advance of
<br />District and Mokeluene Acres Maintenance District, U.S.A. (800) 642-
<br />commencement of work.
<br />2444•
<br />25.
<br />Eash SS service to have C.D. 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 101 of the original estimate of the 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 />Nater used in any phase of construction, such as backfill compaction,
<br />27,
<br />Fire hydrant bid shall include the following: 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 />construction.
<br />11.
<br />Contractor agrees that he shall assume sole and complete
<br />responsibility for job site conditions during the course of
<br />28,
<br />Contractor shay; notify Nokeluene 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 />29,
<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.
<br />from the sole negligence of the Owner or the Engineer.
<br />11.
<br />Contractor shall give Engineer a minimum of 48 hours notification
<br />prior to staking any utilities.
<br />30,
<br />Pipe type ano'strengths allowed for underground utilities, unless
<br />13.
<br />Sanitary sewer services shall be marked by the curb 6 gutter
<br />otherwise specified on plans, are as follows: Storm Drain (SD) - RCP 0111
<br />contractor with an 'S' stamped on the top of curb.
<br />or PVC (SDR35) I Sanitary Sewer (SS) - PVC, per ASTM D3034, SDR35;
<br />14.
<br />Water services shall be marked by the curb and gutter Contractor with
<br />Water (W) - PVC, Cl. 150 or greater per ANNA Std, C-900
<br />a 'N' stamped on the top of curb. Location of water markings shall
<br />be verified in the field by the Engineer.
<br />31.
<br />Ali Ara311c signs and'marnhgs !Mali 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 />32.
<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 />33.
<br />All materials used as sanitary sewer system must have written approval
<br />from District Engineer prior installation.
<br />STRUCTURAL SECTIONS
<br />R/W go '
<br />/ Z 2 /
<br />9BYG/G4 GG if 5 -� \ \ \ 0.20'A-C:
<br />.20'A.G. Ty G 0,00 DYER PRIME C09%
<br />0.8 =.92 % /e O. 80' 95 0/0 R. C.
<br />Co/7G..Sab r4dG
<br />Comp,
<br />ROSFW00D WAY zz.=40 R-rraL11Ev35
<br />G. f. RFQU/RPD = 0.83
<br />(, c� PROV/DFD = 0.8.8
<br />22'
<br />1
<br />LF -GI
<br />EXISTING
<br />PROPOSM
<br />DVVF -
<br />X
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<br />Water Valve
<br />e/
<br />LOW Pbint
<br />RP
<br />High Point
<br />rc
<br />Top of Curb
<br />COPS
<br />Clean Out to Grade
<br />Storm Drain Line Indicating direction of flow
<br />-_
<br />Sanitary Sewer Line Indicating direction of flow
<br />Water Line
<br />Fire Hydrant
<br />yT(C,� 3o"b'I!- Born
<br />Street Light High PressureSodiUmVapor(15OW(CXCept IoOW on
<br />BC
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<br />$VP 5/GN
<br />C/CB
<br />Curb Inlet Catch Basin
<br />SERVICES'-
<br />Street Lights
<br />Woodbridge Lighting District
<br />Sewage
<br />Woodbridge Sanitary District
<br />Natural Gas & Electric
<br />- P. G. & E.
<br />Telephone
<br />Pacific Bell
<br />Television Cable
<br />Lodi Cable T,V.
<br />Water
<br />Storm Drainage
<br />hbkelujnne Acres Maintenance District
<br />APPROVED BY
<br />5 AN
<br />r� BEYf1ED CG jS /. c. A.L. irPE 'E" OYER PRIME CDAr
<br />0.8 YIx RC R70 f. S., (Liss d-1..C.e 96x
<br />R.C. ORIC. 6R01W
<br />(OHC. iUBGRADf COMDACI
<br />/ CAIfF
<br />DENEDICt
<br />DVVF -
<br />RIVER:WOOD
<br />DRIVE
<br />G f
<br />RFQU/RFD / 25
<br />G P. PROV/DPD /. 26
<br />R-VqL UE= 35
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS KEY SHEET
<br />SURVEYORS
<br />323 W. ELM ST. LOD1, CALIF.
<br />95240 PH: 209-388-6618
<br />BRI
<br />INFER, WOOD
<br />E
<br />s
<br />rTIRL D15rRICT
<br />D6E SANIPSRY D/47,?M
<br />" WINDWOOD11 SUBDIVISION
<br />UNIT N0. 2
<br />SUBDIVISION IMPROVEMENTS
<br />r ,`2,
<br />ATE
<br />Q/v /9, /99
<br />APE
<br />SHEET O OF 9
<br />JOB NO. SSSS -L
<br />FILE
<br />NO.
<br />G-/047
<br />I Wy,)
<br />
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