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r\ <br />M <br />00 <br />J <br />P / XA .7-,E- ROA 4> 'R" Yw/Ue = 67 <br />STRUCTURAL SECTION <br />SC A/e : / // = 5' <br />T.I. - 44 C7. 5 . /e eq a ire& -- a. 49 <br />Prov��ea' p . 79 <br />GO / P• 44 E. <br />(7'Yp'20' 20, <br />/a. <br />Er i' z' <br />Beve/eCI Ty e <br />Curtr $' ljer <br />4.6 7 % ^' 92 % h'C Ca17C refe <br />.Su6grpo'e Co�,tJQctiar� <br />;A;� .^ 9 <br />REVISIONS <br />0. !7 ` AG_ Type ye <br />Wax. <br />9r4u� d <br />r��wrrerr�¢nfs <br />BY DESIGN 7P DRAWN BY R 5 - - l APPROVED BY <br />Sub TED BY <br />R.C.E. Z 1`62S DATE SAN JOA*Ut% l <br />VICINITY MAP <br />IV. T. 5. <br />BENQ-MU DATLM per U.S.G.S B.M. <br />I9-B 1907-45. Location N.W. corner <br />of Masonic Building in the town of <br />Woodbridge. Elevation: 46.40 <br />crok OF PUBLIC WO <br />,mp Y7 <br />MOKELUMNE <br />8~W <br />STREET <br />SERVICES <br />Street Lights <br />Woodbridge Lighting District <br />Sewage_____._______ <br />Woodbridge Sanitary District <br />Natural Gas & <br />Electric.-'-.. <br />P. G. & E. <br />Telephone <br />-Pacific Bell <br />Television Cable_-_ <br />Lodi Cable T. V. <br />Water <br />Storm Drainage <br />� Mokelumne Acres Maintenance district <br />LEGEND <br />S.I.C.B. or <br />Side Inlet Catch Basin <br />L.P. <br />Low Point <br />H.P. <br />High Point <br />T.C. <br />Top of Curb <br />C.O.T.G. <br />Clean Out to Grade <br />S.D. <br />Storm Drain Line Indicating Direction of Flow <br />S.S. <br />Sanitary Sewer Line Indicating Direction'Of Flow <br />W. <br />dater Line <br />q <br />Fire Hydrant ' <br />Street Light -ay 064fe 1409Ow 1P.�'� ' i P <br />-�•-- <br />yvot�r Ya/vG l /yc//rdiroq iJ[x) _c4+ L, S, 1 E. <br />BAUMBACH & PIAZZA <br />CIVIL ENGIN <br />SURV YORSEEgS KEY <br />323 W. ELM ST. L001 , CALIF. <br />95240 PH:209-388-6818 <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 waterlines 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. Eire 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 SD of SS use an 18 - 20 ft. length <br />of Cl. 200 pipe, centered over the SS or SD 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-ordinating 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. 111; Sanitary Sewer <br />(SS) - PVC, per AS1M D3034, SDR35; Water (W) - PVC, Cl. 150 or greater per AWWA Std. <br />C-900 or ACP., Cl. 150 or greater per AS7M C296, Type II. <br />APPROVED 6Y <br />SHEET INDEX <br />KEY SHEET <br />PLAN F PROFILE <br />DETAI LS <br />GRADING PLAN <br />WOOOBRIOGE GREENS <br />SHEET UNIT N0. 2 <br />SUBDIVISION IMPROVEMENTS <br />SHEET OF - (6 ) <br />JOB NO. 0914 <br />FILE G -7 <br />Q1 <br />NO. CCJJ <br />