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n.. <br />AW <br />INDEX TO DRAWINGS <br />SHEET N0. <br />i <br />2 3 <br />4567891011 <br />121314 15 <br />16 17 18 19 20 21 22 23 <br />24 25 <br />26 <br />27 <br />28 <br />DESCRIPTION <br />SITE MAP AND <br />GRADING PLANS <br />INDEX OF SHEETS <br />11 <br />STREET AND STORM SEWER =PLANS AND DETAILS <br />OFF-SITE DRAINAGE � PLAN'S AND'DETAILS <br />SANITARY SEWER AND WATER =PLANS AND DETAILS <br />STORM SEWER LIFT STATIONS =PLANS AND DETAILS <br />SEWAGE <br />TREATMENT <br />O. C. - <br />PLANT � PLANS AND DETAILS <br />WATER <br />WELL = <br />PLANS <br />AND DETAILS <br />SUPPLEMENTAL SHEET <br />A. STORM SEWER LIFT STATION AT MIOSHER SLOUGH DETAILS <br />B. COLLAR CONNECTIONS AND C.I.P. P. MANHOLE DETAILS <br />TRACT N0. 1027 <br />MORADA WEST Ist. U <br />�F S� <br />MARSHALL DUNLAP <br />CONSULTING CIVIL ENGINEER <br />234W. HA RDI j WAY STOCKTON , CALIF. <br />n� q. knez% ft 4► -?V- 73 <br />FRED F. ERVIN R.C.E. 11932 DATE <br />PRIVATE ENGINEER'S <br />NOTICE TO CONTRACTOR <br />THE EXISTENCE AND LOCATION Of ANY UNDERGROUND UTILITY PIPES <br />OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH <br />OF THE AVAILABLE RECORDS. TO THE BEST OF MY KNOWLEDGE THERE <br />ARE NO E.XISHNG UTILITIES EXCEPT AS SHOWN ON THESE PLANS. <br />THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO <br />PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT Of <br />RECORD OR NOT SHOWN ON THESE PLANS. <br />R. C. E. N,5. 119 3 2 <br />ece z a," / - 22 - <br />e/; <br />VICINITY MAP <br />SCALE: 1"=2000' <br />MAO <br />BENCH MARK: <br />N0. 28 - B -1901 — ELEVATION 28.44 <br />U.S. COASTAL 81 GEODETIC B. M. <br />0.5 MILE NORTH OF HAMMER LANE ALONG THE <br />EAST SIDE OF THE SOUTHERN PACIFIC R. R. & <br />-NEAR SOUTHERN PACIFIC R.R. BRIDGE NO. 96.12 <br />ABBREVIATIONS <br />APPROV D Y <br />DATE ' <br />O. C. - <br />On Curb <br />DESIGNED BY E. E. <br />Sht. - <br />Sheet <br />Int. - <br />Intersection <br />Inv. - <br />Invert <br />ECsmaTOR OF PUBLI <br />F. L. - <br />Flow Line <br />JOB NO. 311-4 <br />E. G. - <br />Edge Gutter <br />B.C.R. - <br />Begin Curb Return <br />B. C. - <br />Begin Curve <br />E. C. - <br />End Curve <br />E.C.R. - <br />End Curb Return <br />1. <br />Cb. - <br />Curb <br />P.R.C. - <br />Point of Reverse Curve <br />St. Lt. - <br />Street Light <br />r' <br />C.B. - <br />Catch Basin <br />L-, F. - <br />Lineal Foot <br />C . F . - <br />Curb Face <br />Rad. Pt. - <br />Radial Point <br />Press. M. H. Pressure Man Hole <br />ti G.C. - <br />Grade Change <br />C.I.P. P. - <br />Cast -In -Place -Pipe <br />S.S. - <br />Sanitary Sewer <br />D.M.H. - <br />Drop Man Hole <br />CT.- <br />Court <br />DR. - <br />Drive <br />P.V.C. - <br />Poly Vinyl Chloride <br />u <br />H . Ls - <br />House Laterals <br />F.H. - <br />Fire Hydrant <br />F - <br />Finish Rough Grade <br />F.S. - <br />Finish Surface <br />EBMUD - <br />East Bay Municipal Utility District <br />A.C. - <br />Asphalt Concrete <br />M . H . - <br />Man Hole <br />A.C.P. - <br />Asbestos Cement Pipe <br />R/W - <br />Right -of -Way <br />R.C.P. - <br />Reinforced Concrete Pipe <br />S. D. Sta. - <br />Storm Drain Station <br />c V.C.P. - <br />Vitrified Clay Pipe <br />y <br />S.D. - <br />Storm Drain <br />Std. - <br />Standard <br />SC HM I D DEVELOPMENT INC. <br />T6B1 LANGLEY AVENUE <br />l RVI'N E CALIFORNIA, 92 705 <br />SCALE <br />APPROV D Y <br />DATE ' <br />SHEET NO. <br />DESIGNED BY E. E. <br />n, <br />DRAWN' BY E. E. <br />CHECKED BY E. E. <br />ECsmaTOR OF PUBLI <br />OF��SHEETS <br />JOB NO. 311-4 <br />WORKS <br />