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I <br />z <br />cr <br />0 <br />r~— <br />SCALE• I"= 400' <br />THORNTON ROAD <br />BEFORE YOU D I G <br />CALL TOLL FREE 800 - 642--2444 <br />"UNDERGROUND SERVICE ALERT" <br />Minimum Advance Notification of 48 Hours Required <br />References <br />r1. TITLE 8, ARTICLE 6, 1540, (a), I <br />DIVISION INDUSTRIAL SAFETY, CONSTRUCTION SAFETY ORDERS <br />2. RULE 7110, CONTRACTORS LICENSE LAW <br />I <br />Ravi:�onss <br />n:%• I�AIA <br />I <br />41. <br />• <br />�0 <br />B.M. NO. 2 <br />STOCKTON ST. <br />INDEX OF SHEETS <br />I <br />TITLE SHEET AND VICINITY MAP <br />2 <br />PROJECT BASE MAP AND INDEX OF SHEETS <br />N.I.C. <br />3 <br />PLAN AND PROFILE - STA. 0 - 08 <br />TO <br />STA. 0+ 39, <br />N.1. C. <br />4 <br />PLAN AND PROFILE - STA. 0 + 39 <br />TO <br />STA. 5+ 90 <br />N.I.C. <br />5 <br />PLAN AND PROFILE - STA. 5+ 90 <br />TO <br />STA. 10+ 65 <br />N.1. C. <br />6 <br />PLA N AND PROM LE - STA. 10+ 65 <br />TO <br />STA.16 + 33 <br />7 <br />PLAN AND PROFILE - STA. 16+ 33 <br />TO <br />STA.21 + 24 <br />8 <br />PLAN AND PROFILE- STA. 21 + 24 <br />TO <br />STA. 23+ 89 <br />9 <br />PLAN AND PROFILE- STA. 23+89 <br />TO <br />STA. 29 + 01 <br />10 <br />PLAN AND PROFILE- STA. 29 +01 <br />TO <br />STA. 30+ 74 <br />11 <br />PLAN AND PROFILE- STA.30+74 <br />TO <br />STA. 35+55 <br />12 <br />PLAN AND PROFILE- STA. 35 +55 <br />TO <br />STA. 39+39 <br />13 <br />PLAN AND PROFILE- STA. 39+39 <br />TO <br />STA. 44+03 <br />14 <br />PUMP STATION SITE PLAN & PROFILE <br />15 <br />PUMP STATION PLAN & DETAIL <br />16 <br />MISCELLANEOUS DETAILS <br />17 <br />30 HP PUMP DETAILS <br />18 <br />MISCELLANEOUS DETAILS <br />19 <br />SAN JOAQUIN COUNTY STANDARD <br />DETAILS <br />20 <br />ELECTRICAL DETAILS <br />21 <br />SUMP PLAN AND DETAILS <br />22 <br />SUMP PLAN AND DETAILS <br />23 <br />SHOULDER DITCH GRADING <br />24 <br />SECTIONS <br />DOTE: <br />SHEETS 3 TO 6 MARKED N.I.C. WILL NOT BE INCLUDED <br />IN ADVERTISED PROJtt;T BV i WILL BE AVAILABLE FOR <br />INSFECTION <br />BENCHMARK NO. 1: TOP OF FIRE HYDRANT AT NORTHWEST CORNER OF <br />PINE STREET AND SACRAMENTO BLVD., "D" IN DOLLING. <br />ELEVATION 12.66, U•S.G.S. DATUM. <br />BENCHMARK NO. 2, PK NAIL AT CENTER OF PAINTED PHOTO PANEL "+" AT NORTH END <br />OF BRIDGE OVER MOKELUMNE RIVER ON NEW HOPE ROAD. <br />ELEVATION 24.931, U•S.G.S. DATUM <br />Checked By rr KJELDSjvjN , SINNOC %. & ASSOCIATES , INC • <br />C O'N S U L T I N G C I V I L _ftpE N G I N E E R S <br />Senior Engineer f J/ e <br />1113 W.-FREMONT STREET Submiltnll �� ��"� +47-619 <br />�./STOCKTON CALIFORNIA <br />Approval Recommended / �",/� (zoo ) 946 • oxaa A ��� COUNTY OF SAN JOAQUIN I <br />PP F/ <br />i <br />LEGEND <br />O — <br />F0 <br />PROPOSED <br />PROPOSED <br />STORM <br />CATCH <br />DRAIN <br />BASIN <br />LINE <br />WITH <br />WITH <br />A.C. <br />MANHOLE <br />APRON <br />-= <br />G <br />TC <br />W <br />ABBREVIATIONS <br />A.C. <br />ASPHALT CONCRETE <br />ADJ. <br />ADJUSTABLE <br />@ <br />AT <br />B•M• <br />BENCH MARK <br />G.L. <br />CENTERLINE <br />C.M.P. <br />CORRUGATED METAL PIPE <br />CONC. <br />CONCRETE: <br />CONT. <br />CONTINUOUS <br />DIA• <br />DIAMETER <br />DISCH. <br />DISCHARGE <br />EA. <br />EACH <br />ELEV, <br />ELEVATION <br />E.P. <br />EDGE OF PAVEMENT <br />EXIST. <br />EXISTING <br />F.H. <br />FIRE HYDRANT <br />FL <br />FLOWLINE <br />GALV. <br />GALVANIZED <br />HORZ• <br />HORIZONTAL <br />HP <br />HORSEPOWER <br />I.D. <br />INSIDE DIAMETER <br />L.F. <br />LINEAL FEET <br />MAX. <br />MAXIMUM <br />M.B. <br />MACHINE BOLT <br />MIN. <br />MINIMUM <br />M.H. <br />MANHOLE <br />M.L. <br />MATCH LINE <br />N.T.S. <br />NOT TO SCALE <br />O.C. <br />ON CENTER <br />O.D. <br />OUTSIDE DIAMETER <br />P.L. <br />PROPERTY LINE <br />P.P. <br />POWER POLE <br />P.S.I. <br />POUNDS PER SQUARE INCH <br />P.V.C. <br />POLYVINYL CHLORIDE <br />R.C.P. <br />REINFORCED CONCRETE PIPE <br />REQ'D. <br />REQUIRED <br />R/W <br />RIGHT OF WAY <br />S <br />SLOPE <br />STL. <br />STEEL <br />TYP. <br />TYPICAL <br />U.S.G.S. <br />UNITED STATES GEOLOGICAL <br />VERT. <br />VERTICAL <br />N.I.C. NOT IN CONTRACT <br />COUNTY SERVICE AREA NO. 12 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />THORNTON STORM DRAINAGE PROJECT <br />PHASE I <br />EXISTING <br />SIGN <br />EXISTING <br />UTILITY SERVICE BOX <br />EXISTING <br />UTILITY POLE WITH GUY WIRE <br />BENCHMARK <br />EXISTING <br />FENCE <br />EXISTING <br />GAS PIPELINE <br />EXISTING <br />BURIED TOLL CABLE <br />EXISTING <br />WATER PIPELINE <br />i YF 14axr• .> <br />—y <br />PROJECT BASE MAP <br />AND <br />INDEX OF SHEETS <br />E--i <br />SHEET TOTAL <br />NO SHE <br />2 2' <br />ON <br />