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Rurisicm <br />z <br />0 <br />z <br />cr <br />0 <br />x <br />SCALE-. 1"= 400' <br />STA. 16 +33 COMMENCE <br />RASE I CONSTRUCTION <br />N <br />� <br />l �J <br />NEW <br />B. M. NO. I <br />PINE <br />Th <br />PROPOSED <br />PUMP STATION <br />PROPOSED PIPELINE <br />SHEET NUMBERS <br />E;, <br />0 <br />0 <br />4) N.I.C. <br />N.I.C. <br />PROJECT BASE MAP <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 />1. TITLE 8, ARTICLE 6, 1540, (a), I <br />DIVISION INDUSTRIAL SAFETY, CONSTRUCTION SAFETY ORDERS <br />2. RULE 7110, CONTRACTORS LICENSE LAW <br />/J/ /iii/ <br />INDEX <br />OF SHEETS <br />—� <br />EXISTING <br />I <br />TITLE SHEET AND VICINITY MAP <br />EXISTING <br />/2 <br />CENTERLINE <br />PROJECT BASE MAP AND INDEX OF SHEETS <br />CORRUGATED METAL PIPE <br />B.M. N0. 2 <br />N.I.C. 3 <br />PLAN AND PROFILE — STA. 0-08 TO <br />STA. 0+39, <br />GAS PIPELINE <br />N. 1. C. 4 <br />PLAN AND PROFILE — STA. 0+39 TO <br />STA. 5+90 <br />Ri�FR <br />N.I.C. 5 <br />PLAN AND PROFILE — STA. 5+ 90 TO <br />STA. 10+ 65 <br />r, <br />EDGE OF PAVEMENT <br />EXIST. <br />EXISTING <br />— — , <br />N. I. C. 6 <br />PROPOSED <br />PUMP STATION <br />PROPOSED PIPELINE <br />SHEET NUMBERS <br />E;, <br />0 <br />0 <br />4) N.I.C. <br />N.I.C. <br />PROJECT BASE MAP <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 />1. TITLE 8, ARTICLE 6, 1540, (a), I <br />DIVISION INDUSTRIAL SAFETY, CONSTRUCTION SAFETY ORDERS <br />2. RULE 7110, CONTRACTORS LICENSE LAW <br />/J/ /iii/ <br />STOCKTON ST. <br />C, <br />0 <br />BENCHMARK NO. I: TOP OF FIRE HYDRANT AT NORTHWEST CORNER OF <br />PINE STREET AND SACRAMENTO BLVD., I'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 24.93, U.S.G.S. DATUM <br />Checked By rr KJELDSEN , SINNOCK & ASSOCIATES , .INC . <br />C O'N S U L T I N G C I V I L E N G I N E E R S <br />Senior Engineer; <br />13 13 W. FREMONT STREET Subminad {"i7 -s <br />� STOCKTON , CALIFORNIA 'srf'S C... COUNTY OF SAN JOAQUIN <br />Approval Recommended / W" (x001 a+6.0x68 AFF,uml <br />a <br />u <br />LEGEND <br />O - PROPOSED STORM DRAIN LINE WITH MANHOLE <br />PROPOSED CATCH BASIN WITH A. C• APRON <br />a <br />INDEX <br />OF SHEETS <br />—� <br />EXISTING <br />I <br />TITLE SHEET AND VICINITY MAP <br />EXISTING <br />/2 <br />CENTERLINE <br />PROJECT BASE MAP AND INDEX OF SHEETS <br />CORRUGATED METAL PIPE <br />B.M. N0. 2 <br />N.I.C. 3 <br />PLAN AND PROFILE — STA. 0-08 TO <br />STA. 0+39, <br />GAS PIPELINE <br />N. 1. C. 4 <br />PLAN AND PROFILE — STA. 0+39 TO <br />STA. 5+90 <br />Ri�FR <br />N.I.C. 5 <br />PLAN AND PROFILE — STA. 5+ 90 TO <br />STA. 10+ 65 <br />E.P. <br />EDGE OF PAVEMENT <br />EXIST. <br />EXISTING <br />— — , <br />N. I. C. 6 <br />PLA N AND PROM LE — STA. 10+ 65 TO <br />STA. 16 + 33 <br />13 <br />7 <br />PLAN AND PROFILE — STA. 16+ 33 TO <br />STA -21+ 24 <br />HP <br />8 <br />PLAN AND PROFILE— STA. 21+24 TO <br />STA. 23+89 <br />12 <br />9 <br />PLAN AND PROFILE— STA. 23+89 TO <br />STA. 29+01 <br />M.B. <br />10 <br />PLAN AND PROFILE— STA -29+01 TO <br />STA. 30+74 <br />M.H. <br />I I <br />PLAN AND PROFILE— STA -30+74 TO <br />STA. 35+55 <br />I I <br />12 <br />PLAN AND PROFILE— STA. 35 +55 TO <br />STA. 39+39 <br />O.D. <br />13 <br />PLAN AND PROFILE— STA. 39+39 TO <br />STA. 44+03 <br />P.P. <br />14 <br />PUMP STATION SITE PLAN 81 PROFILE <br />POUNDS PER SQUARE INCH <br />15 <br />PUMP STATION PLAN 81 DETAIL <br />R.C.P. <br />10 <br />16 <br />MISCELLANEOUS DETAILS <br />RAW <br />RIGHT OF WAY <br />17 <br />30 HP PUMP DETAILS <br />STL. <br />STEEL <br />18 <br />MISCELLANEOUS DETAILS <br />U.S.G.S. <br />0 <br />19 <br />SAN JOAQUIN COUNTY STANDARD DETAILS <br />a <br />0 <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 />W <br />24 <br />SECTIONS <br />9 <br />0 <br />z <br />NOTE: <br />SHEETS 3 TO 6 <br />MARKED N.I.C. WILL NOT BE INCLUDED <br />IN ADVERTISED <br />PROJECT BU i 'WILL BE AVAILABLE <br />FOR <br />INSFECT;ON <br />STOCKTON ST. <br />C, <br />0 <br />BENCHMARK NO. I: TOP OF FIRE HYDRANT AT NORTHWEST CORNER OF <br />PINE STREET AND SACRAMENTO BLVD., I'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 24.93, U.S.G.S. DATUM <br />Checked By rr KJELDSEN , SINNOCK & ASSOCIATES , .INC . <br />C O'N S U L T I N G C I V I L E N G I N E E R S <br />Senior Engineer; <br />13 13 W. FREMONT STREET Subminad {"i7 -s <br />� STOCKTON , CALIFORNIA 'srf'S C... COUNTY OF SAN JOAQUIN <br />Approval Recommended / W" (x001 a+6.0x68 AFF,uml <br />a <br />u <br />LEGEND <br />O - PROPOSED STORM DRAIN LINE WITH MANHOLE <br />PROPOSED CATCH BASIN WITH A. C• APRON <br />a <br />EXISTING <br />SIGN <br />—� <br />EXISTING <br />UTILITY SERVICE BOX <br />—) <br />EXISTING <br />UTILITY POLE WITH GUY WIRE <br />CENTERLINE <br />BENCHMARK <br />CORRUGATED METAL PIPE <br />EXISTING <br />FENCE <br />— G <br />EXISTING <br />GAS PIPELINE <br />—TC <br />EXISTING <br />BURIED TOLL CABLE <br />— W <br />EXISTING <br />WATER PIPELINE <br />ABBREVIATIONS <br />A.C. <br />ASPHALT CONCRETE <br />ADJ. <br />ADJUSTABLE <br />@ <br />AT <br />B.M. <br />BENCH MARK <br />C.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 />RAW <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 />PROJECT BASE MAP <br />AND <br />INDEX OF SHEETS <br />__4 _—_ <br />h <br />I <br />PROJECT BASE MAP <br />AND <br />INDEX OF SHEETS <br />__4 _—_ <br />^'P r <br />C. OL <br />. 4, <br />Vr <br />PROJECT BASE MAP <br />AND <br />INDEX OF SHEETS <br />__4 _—_ <br />