|
1
<br />JPw/street light
<br />ALLEY
<br />N
<br />N
<br />7
<br />I
<br />3
<br />I
<br />A"USTA
<br />18"SD
<br />Remove Tracks to
<br />KEY MAP
<br />SCALE: ["=40'
<br />O } PP
<br />(See Note 40
<br />QTo T See Note 40
<br />1 i I I
<br />1 I 2 i 3
<br />i
<br />14
<br />Jp See Note40
<br />V
<br />�- - -+- WOODS -
<br />12
<br />Remove Trac
<br />STRUCTURAL FOR ALL OTHER STREET SECT/ONS S E C TI O N
<br />SEE THE /ND/V/DU4L STREET
<br />4W 50 VeA14Nr5
<br />o
<br />STREET PP 0 ! Zo
<br />IT
<br />0 0 0 0
<br />T I
<br />I �
<br />�
<br />S� 6" W
<br />I
<br />4-
<br />1,0' P. U E
<br />See Note40 S e Not-_40'�
<br />Note i
<br />See Note4b ¢ p (
<br />la r�
<br />5 i 6 7
<br />I
<br />W
<br />W
<br />10 i 9 i 8 I I �
<br />- - STREET--- - -�
<br />I � � A LLEY
<br />n
<br />b.
<br />,0' P. U. IE
<br />25'
<br />5' /8'
<br />T1
<br />TT L%
<br />/8 '
<br />�- Prime Coat
<br />Bove/ed type -CIG 4 S 020'AC rype 'B' - L/p" MOX. 4gy.
<br />19216 R. C, L'oncl-ete + 030' AB ^- CA H 3/40 Mox. A0 .
<br />5ubgrode Compaction 0.65' 95N R.G. orLg/not GnounY
<br />WOODS STREET
<br />T.' I. = 4.0 R-Value=40
<br />GE. Re4:d . = 0.77 G.E. Provided= 0.83
<br />2'
<br />S'
<br />ff.
<br />TP.0 S Note40
<br />I o' P. U. E .
<br />W
<br />> I I jb J 37. The owner shall have compactions tests taken for street subgrade, utility
<br />1 5 1 6 I h trenches and lot fill. Any required retests will be at the contractor's
<br />1 ( 1 8 1 9 2 O 2 1 expense. Sanitary sewer trench compaction tests shall be done by a
<br />JP Exi$tJ.PtobeI I I I i I O qualified soils testing laboratory as required by the county.
<br />1�0-
<br />replaced inplgce I I "n Contractor shall call for the tests and submit the results to the
<br />engineer and County as soon as possible.
<br />38. Import material sampling and testing shall be the responsiblity of the
<br />RestrlGte-d Access contractor. All results shall be sent to the Engineer and the County
<br />t C0ngt UG 4 10. 6 LF Z3' M B nary Fc C Inspector. Approval required from J.H. Kleinfelder & Associates.
<br />BJP See Note 40 Remove r 39• Sanitary Sewers shall have laying grade established by layer control.
<br />Tracks to
<br />Video inspection will be required (see specifications). Deflection
<br />> test and air test will be required after lines are balled and flushed
<br />according to the specifications.
<br />X 40. All utilities shall be underground. Existing telephone poles to be removed by
<br />Pacific Bell. Joint poles to be removed by P. G. $ E.
<br />----`� INDIANA O STREET
<br />;I 'Q
<br />Side Inlet Catch Iasi" _ 3
<br />L r Low Point
<br />M ► 11110111 ef int Co
<br />} TC
<br />S8O9MM DAVM per Y.S.C.S S.N.
<br />19-3.19127-4S. Locatiim N.V. court
<br />of Masonic WAIMN, in the tela OU
<br />MUCUAbridp. . B�~1on: 4 5.85
<br />core Cl own On to Grade
<br />-•-- Storm rnta tire Indicating ngdirectlowdirect of flow
<br />Sanitary Sower Line Indicating direction of flow
<br />�. Voter Line 1 Valve a
<br />Fin lbdnwlt Street Ligh.ts V06ridp Lighting District
<br />Street Light (mrottAty* AWAWV.Aldy r4wiA►aIt 11wlr1dge Sanitary District
<br />Ai W e s E) NawraI Gas a Electric. P. S. i E.
<br />Tal op' one hN fk veli
<br />«AV AW dbro 41111,a,,, Television Cable Ledt Cable T.T.
<br />•slw .aa. Voter
<br />W C/N/TY MAP
<br />NOr r0 SCALE
<br />BAUMBACH & PIAZZA
<br />W__ Z� , Iwo CIVIL ENGINEERS
<br />SURVEYORS
<br />�Y
<br />323 W. ELM ST. LOD1, CALIF.
<br />R.C.E. /96.%8 DATE ,i/4-90 l wrv�T UI Q- Y.� 56240 PH: 209-366-8618
<br />KEY
<br />GENERAL NOTES
<br />1. All work shall conform to these plans and any special provisions for
<br />this project.
<br />?• '2. Refer to the final map of this subdivision for all center line and
<br />- property line data.
<br />1 3. The street light system shall be installed by Pacific Gas & Electric
<br />1 Company.
<br />y� 4. Contractor shall receive an approved set of plans and specifications
<br />I prior to beginning construction.
<br />S. Baumbach & Piazza (Engineer) shall set all survey controls and
<br />construction stakes necessary for completion of work. -The Contractor
<br />shall be responsible for the preservation of all survey and
<br />construction stakes. Survey and construction stakes that are lost or,
<br />destroyed due to Contractor's negligence will be set by the Engineer
<br />at the Contractor's expense.
<br />6. The existing underground utilities were plotted from available
<br />records. The Contractor shall be responsible for contacting all
<br />utility agencies to mark their facilities in the field before any
<br />excavation. The Contractor shall notify and coordinate all work
<br />with any agency requiring removal or relocation of their utilities.
<br />Pacific Bell, P. G. & E., Lodi Cable T. V., Woodbridge Sanitary
<br />District and Mokelumne Acres Maintenance District. U.S.A. (800) 642-
<br />2444.
<br />7. House services, fire hydrant laterals, and street light conduit shall
<br />be installed prior to curb and gutter construction. All underground
<br />utilities within the street area, including gas and telephone lines,
<br />shall be installed prior to paving.
<br />B. All manholes to be set flush with the finish grade unless otherwise
<br />indicated.
<br />9. Al I water lines shal l have a minimum cover of 30" Sti OW /'#I' 9lRUCJURRL SfcrloN.
<br />10. Water used in any phase of construction• such as backfill compaction,
<br />dust control, testing or other work herein required, shall be
<br />included in the unit price or lump sum bid for the respective item of
<br />construction.
<br />11. Contractor agrees that he shall assume sole and complete
<br />responsibility for job site conditions during the course of
<br />construction of this i)roject, including safety for all persons and
<br />property; that thi%'Pequirement shall apply continuously and not be
<br />limited to normal working hours and that Contractor shall defend,
<br />indemnify, and hold the Owner, County and the Engineer harmless from
<br />any and all liability, real or alledged, in connection with the
<br />performance of work on this project, excepting for liability arising
<br />from the sole negligence of the Owner or the Engineer.
<br />12. Contractor shall give Engineer a minimum of 48 hours notification
<br />prior to staking any utilities.
<br />13. Sanitary sewer services shall be marked by the curb & gutter
<br />contractor with an "S" stamped on the top of curb.
<br />14. Water services shall be marked by the curb and gutter Contractor with
<br />a "W•• stamped on the top of curb. Location of water markings shall
<br />be verified in the field by the Engineer.
<br />15. Lot grading shall be completed before starting any underground
<br />construction. Refer to attached grading plan.
<br />16. Separation of water and sewer mains (including crossings) and sewer
<br />laterals crossing over water mains shall meet or exceed the latest
<br />standards of the State of California Department of Health Services.
<br />17. Contractor shall be responsible for notifying and co -coordinate all
<br />work with any agency requiring removal or relocation of utilities,
<br />such As Pacific Bell, P. G. & E., etc.
<br />18. All off-site water lines shall be pressure tested, disinfected,
<br />flushed and tested for bacteria in conformance;with the San Joaquin
<br />County Health Code Requirements prior to connecting to existing water
<br />line.
<br />19. All off-site storm drains shall be cleaned prior to final acceptance.
<br />20. Contractor shall visit site prior to bidding. Specifications area
<br />separate document.
<br />21. New traffic striping and the restoration of any damaged existing
<br />painted legends or signs is the responsibility of the Contractor and
<br />shall be included in his bid 'price.,
<br />22. Where water crosses SO or SS use an 20 ft. length of Cl. 200 pipe,
<br />centered over the SS or SD if: a) The water is under the SS or SO.
<br />b) The vertical clearance is less than 1 foot. RL50 RPRLIfS I rR)C// 0451NS RNDfHVER
<br />23. No materials resulting from tapping procedures may enter District LRrIRRLS.
<br />sewer.
<br />24. All work will be required to be inspected by the Department of Public
<br />Works. They shall be notified not less than 48 hours in advance of
<br />commencement of work.
<br />25. Each SS service to have C.O. at property line. SEF DE/A/( SNEEI.
<br />26. It is agreed that field conditions may require changes to these
<br />plans. It is further agreed that the Director of Public Works may
<br />require changes, alterations or additions to these plans, when the
<br />Director deems them to be necessary or desirable for the proper
<br />completion of the work, provided that such changes, alterations or
<br />additions shall not exceed 10% of the original estimate of the cost
<br />for the improvements without prior approval of the surety.
<br />27. Fire hydrant bid shall include the following: 6" Lateral, 6"
<br />Valve and complete fire hydrant assembly, RNLI "IEE' WHERE 'IEE" /S NOI EX/S//NG.
<br />28. Prior to performing any work in EX/Sr COL/AtY R/W , the Contractor shall
<br />obtain an Encroachment Permit from the San Joaquin County Department
<br />of Public Works. 1
<br />29. Contractor shall notify Mokelumne Acres Maintenance District for
<br />approval prior to connecting water line to existing water main.
<br />30. Installation of all sanitary sewer improvements shall conform to the
<br />standards of the Woodbridge Sanitary District. All such work is
<br />subject to inspection by the District Engineer. The Contractor shall
<br />notify District Engineer 48 hours prior to the commencement of any
<br />work on the sanitary system. (top) VO.O?68.
<br />31. Contractor shall obtain a grading permit from the San Joaquin County
<br />Building Division.(Fee By Owner)
<br />32. Pipe type and strengths allowed for underground utilities, unless
<br />otherwise specified on plans, are as follows: Storm Drain (SD) - RCP
<br />or ACP, Cl. III; Sa'Aitary Sewer (SS) - PVC, per ASTM D3034, SDR35;
<br />Water (W) - PVC, Cl. 150 or greater per AWWA Std. C-900 or ACP., C1.
<br />150 or greater per ASTM C296, Type II.
<br />33. All traffic signs and markings shall conform to San Joaquin County Standards
<br />and to the "Manual of Uniform Traffic Control Devices".
<br />34. Any changes to the approved Improvement Plans and Specifications must be
<br />prepared and certified by the "Civil Engineer" and shall be approved by the
<br />"Director" prior to implementation.
<br />35. Install a reflective, blue marker near center line of street to denote the fire
<br />hydrant location.
<br />36. Contractor agrees that he shall assume sole and complete
<br />responsibility for job site conditions during the course of
<br />construction of this project, including safety of all persons and
<br />property; that this requirement shall apply continuously and not
<br />be limited to normal working hours; and that the contractor shall
<br />defend i d if
<br />, n emn y and hold harmless, the County of San Joaquin,
<br />its elected officials, officers, employees, and agents from any
<br />and all claims, costs of litigation, damages, and attorney's
<br />fees, for personal injury or property damage of whatever nature
<br />which are claimed to have occurred during the term of this
<br />project.
<br />i
<br />i
<br />Iii TOWN SQUARE" SHEET OFO
<br />SHEET JOB NO. 8941
<br />FILEi
<br />NO. G-924
<br />tocatlenef kits Test per J.11lganfelder Project
<br />Storm Drainaeo }---- MehelwesAtes s Maintenance Disteiet
<br />CONSTRUCTION STAKING_ LIABILITY WAIVER
<br />BP�TP
<br />ExlSting Joint Pe(e , Exl5ting Telephone Pole
<br />.
<br />SHEET INDEX
<br />APPROVED BY
<br />These improvement plans have been prepared with the
<br />MINOR
<br />intent that the firm of Baumbach & Piazza, Inc. will be
<br />performing the construction staking for the completeO
<br />KEY SHEET
<br />REN& �- a�-�o
<br />project. If, however, another engineering and/or
<br />surveying firm should be employed to use these plans for
<br />O
<br />PLAN PROFILE
<br />ERVICES DATE
<br />-L - Z- Q
<br />the purpose of construction staking, notice is hereby
<br />SA
<br />given that the firm of Baumbach & Piazza, Inc. will not
<br />7 S
<br />DETAILS
<br />JOAOUINC NTY FR WA E DATE
<br />assume any responsibility for errors or omissions, if
<br />_ a
<br />BRI IR DISTRICT JIAE
<br />any, which might occur and which could have been avoided,
<br />O
<br />GRADING PLAN
<br />corrected or mitigated if Baumbach & Piazza, Inc. had
<br />�( �j�l 3• T•�
<br />performed the staking work.
<br />®
<br />CONSTRUCTION OU A NTI TIES
<br />ENGINEER WOODBRID SANITARY DISTRICT DATE
<br />40.
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN TP SEP
<br />DRAWN BY E. S.
<br />APPROVED BY: Henry M Hirata RCE WO
<br />21258
<br />W C/N/TY MAP
<br />NOr r0 SCALE
<br />BAUMBACH & PIAZZA
<br />W__ Z� , Iwo CIVIL ENGINEERS
<br />SURVEYORS
<br />�Y
<br />323 W. ELM ST. LOD1, CALIF.
<br />R.C.E. /96.%8 DATE ,i/4-90 l wrv�T UI Q- Y.� 56240 PH: 209-366-8618
<br />KEY
<br />GENERAL NOTES
<br />1. All work shall conform to these plans and any special provisions for
<br />this project.
<br />?• '2. Refer to the final map of this subdivision for all center line and
<br />- property line data.
<br />1 3. The street light system shall be installed by Pacific Gas & Electric
<br />1 Company.
<br />y� 4. Contractor shall receive an approved set of plans and specifications
<br />I prior to beginning construction.
<br />S. Baumbach & Piazza (Engineer) shall set all survey controls and
<br />construction stakes necessary for completion of work. -The Contractor
<br />shall be responsible for the preservation of all survey and
<br />construction stakes. Survey and construction stakes that are lost or,
<br />destroyed due to Contractor's negligence will be set by the Engineer
<br />at the Contractor's expense.
<br />6. The existing underground utilities were plotted from available
<br />records. The Contractor shall be responsible for contacting all
<br />utility agencies to mark their facilities in the field before any
<br />excavation. The Contractor shall notify and coordinate all work
<br />with any agency requiring removal or relocation of their utilities.
<br />Pacific Bell, P. G. & E., Lodi Cable T. V., Woodbridge Sanitary
<br />District and Mokelumne Acres Maintenance District. U.S.A. (800) 642-
<br />2444.
<br />7. House services, fire hydrant laterals, and street light conduit shall
<br />be installed prior to curb and gutter construction. All underground
<br />utilities within the street area, including gas and telephone lines,
<br />shall be installed prior to paving.
<br />B. All manholes to be set flush with the finish grade unless otherwise
<br />indicated.
<br />9. Al I water lines shal l have a minimum cover of 30" Sti OW /'#I' 9lRUCJURRL SfcrloN.
<br />10. Water used in any phase of construction• such as backfill compaction,
<br />dust control, testing or other work herein required, shall be
<br />included in the unit price or lump sum bid for the respective item of
<br />construction.
<br />11. Contractor agrees that he shall assume sole and complete
<br />responsibility for job site conditions during the course of
<br />construction of this i)roject, including safety for all persons and
<br />property; that thi%'Pequirement shall apply continuously and not be
<br />limited to normal working hours and that Contractor shall defend,
<br />indemnify, and hold the Owner, County and the Engineer harmless from
<br />any and all liability, real or alledged, in connection with the
<br />performance of work on this project, excepting for liability arising
<br />from the sole negligence of the Owner or the Engineer.
<br />12. Contractor shall give Engineer a minimum of 48 hours notification
<br />prior to staking any utilities.
<br />13. Sanitary sewer services shall be marked by the curb & gutter
<br />contractor with an "S" stamped on the top of curb.
<br />14. Water services shall be marked by the curb and gutter Contractor with
<br />a "W•• stamped on the top of curb. Location of water markings shall
<br />be verified in the field by the Engineer.
<br />15. Lot grading shall be completed before starting any underground
<br />construction. Refer to attached grading plan.
<br />16. Separation of water and sewer mains (including crossings) and sewer
<br />laterals crossing over water mains shall meet or exceed the latest
<br />standards of the State of California Department of Health Services.
<br />17. Contractor shall be responsible for notifying and co -coordinate all
<br />work with any agency requiring removal or relocation of utilities,
<br />such As Pacific Bell, P. G. & E., etc.
<br />18. All off-site water lines shall be pressure tested, disinfected,
<br />flushed and tested for bacteria in conformance;with the San Joaquin
<br />County Health Code Requirements prior to connecting to existing water
<br />line.
<br />19. All off-site storm drains shall be cleaned prior to final acceptance.
<br />20. Contractor shall visit site prior to bidding. Specifications area
<br />separate document.
<br />21. New traffic striping and the restoration of any damaged existing
<br />painted legends or signs is the responsibility of the Contractor and
<br />shall be included in his bid 'price.,
<br />22. Where water crosses SO or SS use an 20 ft. length of Cl. 200 pipe,
<br />centered over the SS or SD if: a) The water is under the SS or SO.
<br />b) The vertical clearance is less than 1 foot. RL50 RPRLIfS I rR)C// 0451NS RNDfHVER
<br />23. No materials resulting from tapping procedures may enter District LRrIRRLS.
<br />sewer.
<br />24. All work will be required to be inspected by the Department of Public
<br />Works. They shall be notified not less than 48 hours in advance of
<br />commencement of work.
<br />25. Each SS service to have C.O. at property line. SEF DE/A/( SNEEI.
<br />26. It is agreed that field conditions may require changes to these
<br />plans. It is further agreed that the Director of Public Works may
<br />require changes, alterations or additions to these plans, when the
<br />Director deems them to be necessary or desirable for the proper
<br />completion of the work, provided that such changes, alterations or
<br />additions shall not exceed 10% of the original estimate of the cost
<br />for the improvements without prior approval of the surety.
<br />27. Fire hydrant bid shall include the following: 6" Lateral, 6"
<br />Valve and complete fire hydrant assembly, RNLI "IEE' WHERE 'IEE" /S NOI EX/S//NG.
<br />28. Prior to performing any work in EX/Sr COL/AtY R/W , the Contractor shall
<br />obtain an Encroachment Permit from the San Joaquin County Department
<br />of Public Works. 1
<br />29. Contractor shall notify Mokelumne Acres Maintenance District for
<br />approval prior to connecting water line to existing water main.
<br />30. Installation of all sanitary sewer improvements shall conform to the
<br />standards of the Woodbridge Sanitary District. All such work is
<br />subject to inspection by the District Engineer. The Contractor shall
<br />notify District Engineer 48 hours prior to the commencement of any
<br />work on the sanitary system. (top) VO.O?68.
<br />31. Contractor shall obtain a grading permit from the San Joaquin County
<br />Building Division.(Fee By Owner)
<br />32. Pipe type and strengths allowed for underground utilities, unless
<br />otherwise specified on plans, are as follows: Storm Drain (SD) - RCP
<br />or ACP, Cl. III; Sa'Aitary Sewer (SS) - PVC, per ASTM D3034, SDR35;
<br />Water (W) - PVC, Cl. 150 or greater per AWWA Std. C-900 or ACP., C1.
<br />150 or greater per ASTM C296, Type II.
<br />33. All traffic signs and markings shall conform to San Joaquin County Standards
<br />and to the "Manual of Uniform Traffic Control Devices".
<br />34. Any changes to the approved Improvement Plans and Specifications must be
<br />prepared and certified by the "Civil Engineer" and shall be approved by the
<br />"Director" prior to implementation.
<br />35. Install a reflective, blue marker near center line of street to denote the fire
<br />hydrant location.
<br />36. Contractor agrees that he shall assume sole and complete
<br />responsibility for job site conditions during the course of
<br />construction of this project, including safety of all persons and
<br />property; that this requirement shall apply continuously and not
<br />be limited to normal working hours; and that the contractor shall
<br />defend i d if
<br />, n emn y and hold harmless, the County of San Joaquin,
<br />its elected officials, officers, employees, and agents from any
<br />and all claims, costs of litigation, damages, and attorney's
<br />fees, for personal injury or property damage of whatever nature
<br />which are claimed to have occurred during the term of this
<br />project.
<br />i
<br />i
<br />Iii TOWN SQUARE" SHEET OFO
<br />SHEET JOB NO. 8941
<br />FILEi
<br />NO. G-924
<br />
|