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N, <br />M <br />10 <br />V <br />P,e / VA T,E /PDA D -- "R VdAle = 67 <br />STRUCTURAL SECTION <br />5cn/e a 'Q =51 <br />T4 = 40 G. £. Required = O. 43 <br />�rov�i,'ed = 0.79 <br />.1. <br />(7' p,) 20' 20, /rvp•) <br />/-5' <br />DC <br />6evc/ea 7yire <br />Curb �' �tfer <br />0.67% 920/a RC C017C1-efe <br />Subyr4dc Coln,Oocti0rn <br />/7' .4 C. Tyoe #,54' %f" <br />WaX..9ggregot6 <br />O.G7' ^' g2°� grouted �'�Oriy. <br />Nof¢ � 5¢C 5l0eci�Caf�orzs �'.- rl9u�r¢rr)¢rrfs <br />for P¢r�¢traf.0� TrQafm¢nf. <br />VICINITY MAP <br />M. T 5. <br />BENCHMARK DAT1M per U.S.G.S B.M. <br />19-B 1907-45. Location N.W. corner <br />of Masonic Building in the town of <br />Woodbridge. Elevation: 46.40 <br />M 0 K E L U M N E STREET <br />SERVICES <br />Street Lights Woodbridge Lighting District <br />Sewage--.----_-_ Woodbridge Sanitary District <br />Natural Gas & <br />Electric.'_ P. G. i 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 />Q Fire Hydrant <br />° Street Light -ay v&/E Ow-L1PSoc# KIP <br />-�- woyr vaivc /,<vc/�rdinq B6rx) c►+ L, S, I E <br />Pcw ��Q <br />GENERAL NOTES <br />1. 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. <br />3. Contractor shall receive an approved set of plans prior to beginning construction. <br />4. Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes <br />necessary for completion of work. The Contractor shall be responsible for the pres- <br />ervation of all survey and construction stakes. Survey and construction stakes that <br />are lost or destroyed due to Contractor's negligence will be set by the Engineer at <br />the Contractor's expense. <br />5. The Contractor shall take precautionary measures to protect existing underground <br />utilities. The Contractor shall do no excavation until all utility agencies have <br />been given the opportunity to mark their facilities in the field. <br />6. 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 />7. All manholes to be set flush with finish grade unless otherwise indicated. <br />8. All water lines shall have a minimum cover of 30". <br />9. All existing irrigation lines within the right of way shall be removed. <br />10. 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 lump <br />sum bid for the respective item of construction. <br />11. Contractor agrees that he shall assume sole and complete responsibility for job site <br />conditions during the course of construction of this project, including safety for <br />all persons and property; that this requirement shall apply continuously and not be <br />limited to normal working hours and that Contractor shall defend, indemnify and hold <br />the Owner and the Engineer harmless from any and all liability, real or alleged, in <br />connection with the performance of work on this project, excepting for liability <br />arising from the sole negligence of the Owner or the Engineer. <br />12. The Contractor may use machinery capable of extruding concrete on compacted subgrade <br />to place curb and gutter monolithically. <br />13. Contractor shall give Engineer a minimum of 48 hours notification prior to staking <br />any utilities. <br />14. Water services shall be marked by the curb and gutter Contractor with a "W" stamped <br />on the top of curb. Location of water markings shall be verified in the field by <br />the Engineer. <br />15. All 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 in advance of commencement of <br />work. <br />16. Fire Hydrant bid shall include the following: Tee, 6" Lateral, 6" Valve and complete <br />fire hydrant assembly. <br />17. Lot grading shall be completed before starting any underground construction. Refer to <br />attached grading plan. <br />18. 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 California <br />Department of Health Services. Where water crosses SO of SS use an 18 - 20 ft. length <br />of Cl. 200 pipe, centered over the SS or SO if: a) The water is under the SS or SD. <br />b) The vertical clearance is less than 1 ft. <br />19. Contractor shall be responsible for notifying and co-oroinating all work with any <br />agency requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E., <br />etc. <br />20. Prior to performing any work in Woodbridge Road, the Contractor shall obtain an Encroach- <br />ment Permit from the San Joaquin County Department of Public Works. <br />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 />22. Contractor shall notify Mokelumne Acres Maintenance District for approval prior to <br />connecting water line to existing water main. <br />23. All off-site storm drains shall be cleaned prior to .final acceptance. <br />24. Installation of all sanitary sewer improvements shall conform to the standards of the <br />Woodbridge Sanitary District. All such work is subject to inspection by the District <br />Engineer. The Contractor shall notify District Engineer 48 hours prior to the commence- <br />ment of any work on the sanitary system. <br />25. Contractor shall obtain a grading permit from the San Joaquin County Building Division. <br />26. Pipe type and strengths allowed for underground utilities, unless otherwise specified <br />on plans, are as follows: Storm Drain (SD) - RCP or ACP - Cl. III; Sanitary Sewer <br />(SS) - PVC, per ASTM D3034, SDR35; Water (W) - PVC, Cl. 150 or greater per AWWA Std. <br />C-900 or ACP., Cl. 150 or greater per ASTM C296, Type II. <br />APPROVED BY <br />SHEET INDEX <br />O KEY SHEET <br />q- !) PLAN PROFILE <br />10 ©-O DETAILS <br />® GRADING PLAN <br />R <br />NO. DATE REVISIONS BY DESIGN !)'DRAWN BY R 5-✓-rl APPROVED BY F- ,n p A U M B A C H PIAZZA <br />MV OO D B R I OGE G R E E N $O <br />tj7 SHEET OF <br />CIVIL ENGINEERSNIT doe N0. g394 <br />SURVEYORS K E Y SHEET SUBDIVISION 'IMPROVEMENTS FILE G_ <br />Sue TED BY `/,/,n/ 952 0 ELM ST. 11-001, - CALIF. 7g� <br />/r�•. r� 95240 PH: 209-366-68'IB NO. <br />R.C.E. l 7 r!s �B DATE SAN JQAQVI� NTY DEtTOT- OF PUBLIC 1rDRK3 <br />