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SC RLE.' <br />TEMPORARY FIRE TURNAROUND <br />SEPTIC PITS AND LEACH FIELDS (TYPICAL) <br />\ 1 <br />(90-7 <br />9'D0VBZE SR76 <br />IN; T,911 694t Lf - 6'CRAIN <br />IIN/f ffNCf W1 ulg5r/C SL97S <br />� /B' DOUBLE- GA7E. <br />I <br />Pf1T/fR RDRp <br />u� <br />W <br />1, P <br />LCW PO!N7 <br />T I. <br />TRAFFIC INDEX <br />t1 P <br />W <br />NISN P01/V7 <br />� <br />RADIUS <br />e <br />W <br />9CRMP0 <br />RDR1 <br />A <br />`k <br />O <br />LENGTH <br />"e <br />s�rE <br />DR 9/N,OSE 51010E <br />A <br />o <br />�i <br />6URV15V A10NOMEN7 BOX <br />E.P <br />3 <br />Q <br />f7RFE7 1/GN7 (,1prrvr <br />WOoDBR1DGE RDRD <br />FINISH GRADE <br />V ICINITY MAP <br />Na 4 CAL E <br />R/W <br />ZS D' <br />. .f. <br />DRRINRGF Z5' <br />fasI-MFNr <br />5 4 /d <br />7 S' <br />101' 3 <br />0 <br />l e' ,N Z D. F. <br />10'PUE dD.E, <br />BENCHMARK DATUM: <br />SAN JOAQUIN COUNTY BENCH MARK <br />TU -08.2 E634i ELEV.�46.30 <br />LOCATED: 2 MILES SOUTH OF PELTIER <br />ROAD AND 35'EASTOFRAIL <br />ROAD ON CONC POST. <br />CONST. BENCH MARK <br />TOP OF FIRE HYDRANT 9 SYCAMORE <br />4 CENTER STREET. ELEV.' 53.08 <br />16' . 41 . 5' <br />R/W <br />/0' <br />r , <br />7777 <br />2Yo 8/, <br />y- -_ �-+-DIICy SECTION <br />1 L �1 lYD. BOTH $IDE$ <br />For Pr1me Coat e Coat <br />See Section 36$99 /l0. 2,C-7y�oe`4 1/2"IVOX. qqy. <br />of project 5pecifi'cation A.B.- -CI-Y 3/411 Agg <br />�i 5ection 93 of State -0.67'957. R.C. CompactedOr/gynq/Grouna, <br />Stgndard 5peciflcation.5,s �, r U R A L S E C T/ O N <br />9 YCRAt? ORf 6tR1El <br />KEY MAP <br />Note: Sewage pits and leach systems shall be <br />constructed under a separate permit and <br />inspection by the Environmental Health <br />Division. <br />1 L=6&IVD <br />1, P <br />LCW PO!N7 <br />T I. <br />TRAFFIC INDEX <br />t1 P <br />NISN P01/V7 <br />R <br />RADIUS <br />57REE7 SIGN <br />A <br />DELTA <br />LENGTH <br />-- <br />� <br />DR 9/N,OSE 51010E <br />PR.C. <br />R <br />POINT OF REVERSE CURVE <br />�i <br />6URV15V A10NOMEN7 BOX <br />E.P <br />EDGE OF PAVEMENT <br />f7RFE7 1/GN7 (,1prrvr <br />F.(, <br />FINISH GRADE <br />9C <br />BEGIN CURVE <br />J P. <br />JOINT POLE <br />E C <br />END CURVE <br />M P <br />MID POINT <br />G.B <br />GRADE BREAK <br />D. b. <br />DRP/N46,r EASENIFNr <br />L.F <br />LINEAL FEET <br />P U.E. <br />PUBLIC UTILITY EASEMENT <br />R/yv <br />RIGHT OF WAY <br />�> <br />CENTERLINE <br />(� <br />FLOWLINE <br />Inv. <br />INVERT <br />Ex.OrExlst <br />EXISTING <br />{� <br />PROPERTY LINE <br />C. <br />ASPHALT CONCRETE <br />d B. <br />AGGREGATE BASE <br />R <br />RELATIVE COMPACTION <br />LOCATION OF R -VALUE TEST <br />RV -1 -1 <br />ApPRovE40 <br />8y <br />I �.� �.0 �' A•� 4 n 1 to% t 71 <br />5RN JOAODIN COUNTY FIRE WARPrN DATE <br />!0)9\00TH COUNTY LAff HEALTH Pet DATE <br />(E. I- TJ,y.) T'oblia Seg cer <br />0 /y <br />i' Iff Z�POBRIbG4/%f1RE P1$TRIC1- <br />RTE <br />sRZ:467 /NDFx <br />IQ-XFY 5PEF7" -- DfVf10,011?,rNr ALAN <br />2�-- <br />PLON e AR Of / L b <br />(D - DF r,4I Z SIIEF i' <br />(4 -- ORAD/N6 PLAN_- DE1/FZ0PMFNr PIAN <br />s£RV/CLrs <br />57RffT L/GNIS rollWr SUv10E ARfR <br />SEWAGE PR/VATE SEPTIC <br />NATURAL 649 f fLfCTR/C P.6.� E <br />lfLfV/$/ON [ABLE LOb/ CABLE TV <br />IELEAAONf PRC/fle BELL <br />WATER fCRMPO MAINTENANCE 015TR/C7 <br />$IORM ORA/NAGE C011N71 SERVICE RRER <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 />G f NfRRL NOTZ9 <br />1. All work shall conform to these plays 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 />3. The street light system shall be installed by Pacific Gas & Electric <br />Company. <br />4. Contractor shall receive an approved set of plans and specifications <br />prior to beginning construction. <br />5. 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 sahll be responsible for contacting all <br />utility agencies to mark their facilities in the field before any <br />excavation. The Contractor shall notify and co-ordinate all work <br />with any agency requiring removal or relocation of their utilities. <br />Pacific Bell, P. G. & E., Lodi Cable T. V., and Acampo Maintenance <br />District. <br />7. All underground utilities within the street area, including gas, <br />telephone,and electrical lines shall be installed prior to paving. <br />8. All water lines shall have a minimum cover of 30" below the <br />structural section. <br />9. 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 />10. Contractor shall give Engineer a minimum of 4e hours notification <br />prior to staking any utilities. <br />11. Lot grading shall be completed before starting any underground <br />construction. Refer to attached grading plan. <br />12. Contractor shall be responsible for notifying and co-ordinating all <br />work with any agency requiring removal or relocation of utilities, <br />such as Pacific Bell, P. G. & E., etc. <br />13. All off-site water lines shall be pressure tested, disinfected, <br />flushed and tested for bacteria in conformance with the San Joaquin <br />county Helath Code Requirements prior to connecting to existing water <br />line. <br />14. Contractor shall visit site prior to bidding. Specifications are a <br />separate document. <br />15. 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 />16. All work will be required to be inspected by the Department of Public <br />Works. They shall be notified not less than 24 hours in advance of <br />commencement of work. <br />17. 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 />18. Fire hydrant bid shall include the following: Tee, b" Lateral, 6" <br />Valve and complete fire hydrant assembly. <br />19. Prior to performing any work in existing Sycamore Street, the <br />Contractor shall obtain an Encroachment Permit from the San Joaquin <br />County Department of Public Works. <br />20. Contractor shall notify the Acampo Maintenance District for approval <br />prior to connecting water line to existing water main. <br />21. Contractor shall obtain a grading permit from the San Joaquin County <br />Building Division to be reimbursed by the Owner. <br />22. Pipe type and strengths allowed for underground utilities, unless <br />otherwise specified on plans, are as follows: Water (W) - PVC, Cl. <br />150 or greater per AWWA Std. C-900 or ACP., Cl. 150 or greater per <br />ASTM C296, Type II. <br />23. All traffic signs and markings shall conform to San Joaquin County <br />Standards and to the "Manual of Uniform Traffic Control Devices". <br />24. Any changes to the approved Improvement Plans and Specifications must <br />be prepared and certified by the "Civil Engineer" and shall be <br />approved by the "Director" prior to implementation. <br />25. Install a reflective, blue marker near center line of street to <br />denote the fire hydrant location. <br />26. 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 be <br />limited to normal working hours; and that the contractor shall <br />defend, indemnify and hold harmless, the County of San Joaquin, its <br />elected officials, officers, employees, and agents from any and all <br />claims, costs of litigation, damages, and attorney's fees, for <br />personal injury or property damage of whatever nature which are <br />claimed to have occurred during the term of this project. <br />27. The owner shall have compactions tests taken for street subgrade, <br />utility trenches and lot fill. Any required retests will be at the <br />contractor's expense. Contractor shall call for the tests and submit <br />the results to the engineer and County as soon as possible. <br />N0. I DATE REVISIONS BY I DESIGN ✓`EP DRAWN BY APPROVED BY: Henry M. Hirata RCI: NO. 21258 B A U M B A C H & P 1 A Z Z ASHEET O OF 4 <br />Lpui f er, <br />I�EY MAP ANS A CAMPO VILLAGE <br />/Z 199 CIVIL ENGINEERS JOB NO. 89107-2 <br />SURVEYORS D f VELDpM ENT �L.AIy <br />APPROVED BY 9323 W. 5240 EL PH . LODI B BLIT. SUBDIVISION IMPROVEMENTS FILE G- 954 <br />R.C.E. �Z76'f DATE /O ' RT'� SAN OAQUIN IRF.0 OR OF PUBLIC IYORKS NO. <br />