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cn <br />3 <br />0 <br />0 <br />i <br />c� <br />co <br />41 <br />(D <br />a) <br />U) <br />0 <br />a <br />U <br />O <br />N <br />0 <br />co <br />c <br />v <br />n <br />0 <br />0 <br />U <br />0I <br />0 <br />1-110 <br />0 <br />0 <br />a� <br />�I <br />v <br />O <br />ry <br />a� <br />41 <br />41 <br />v <br />U � <br />a� <br />a� <br />Q <br />O N <br />O <br />QI 04 <br />O <br />J <br />N +' <br />�O <br />n <br />U W <br />W Q <br />0- p <br />N <br />W 0 <br />J_ J <br />i. n <br />VA LIVERMORE REALIGNMENT AND <br />MANTHEY ROAD WIDENING <br />� VICINITY MAP � <br />SAN JOAQUIN COUNTY <br />N <br />5 <br />mall W MEN I <br />FRENCH <br />ROAD <br />— PROJ ECT <br />I SITE P�cN <br />I <br />r -9 <br />cy <br />MATHEWS ROAD a <br />PROJECT SITE MAP <br />CLOSURE <br />ABBREVIATIONS <br />AB <br />CONVENTIONS <br />KV <br />SH EET I N DEX <br />® <br />BENCH MARK - VERTICAL & HORIZONTAL <br />SHT ID <br />SHT NO <br />DESCRIPTION <br />BENCH MARK - VERTICAL, ONLY <br />G-001 <br />1 <br />TITLE SHEET <br />DO <br />TEMPORARY CONTROL POINT OR T.B.M. <br />G-002 <br />2 <br />CIVIL NOTES & CONVENTIONS <br />LINEAL FEET <br />BM <br />V-101 <br />3 <br />SURVEY CONTROL <br />Qi <br />CENTER LINE AND MONUMENT WELL <br />LP <br />LOW POINT <br />BOC <br />BACK OF CURB <br />LT <br />C-101 <br />4 <br />ALIGNMENT CONTROL SHEET <br />NOTE INDICATOR <br />MAX <br />5 <br />DETAIL IDENTIFICATION NUMBER <br />CE401 <br />5 <br />EROSION CONTROL PLAN <br />C1.01 <br />DRAWING OR SHEET NO. WHERE DETAIL IS SHOWN <br />CX501 <br />6 <br />EROSION CONTROL DETAILS <br />O <br />DETAIL INDICATOR <br />NOTE NUMBER AS INDICATED <br />CD401-CD402 <br />7-8 <br />DEMOLITION PLAN <br />MON <br />MONUMENT <br />CS401-CS402 <br />9-10 <br />IMPROVEMENTS PLAN <br />MILES PER HOUR <br />REVISION <br />CX502-CX503 <br />11-12 <br />IMPROVEMENT DETAILS <br />® <br />REVISION NUMBER <br />CP <br />CONTROL POINT <br />N) <br />CG401-CG402 <br />13-14 <br />GRADING PLAN <br />SECTION INDICATOR <br />COUNTY <br />NIC <br />5 <br />DETAIL IDENTIFICATION NUMBER <br />CT401-CT402 <br />15-16 <br />SIGNING &STRIPING PLAN <br />C2.0 <br />DRAWING OR SHEET NO. WHERE DETAIL IS SHOWN <br />TC101 <br />17 <br />CONSTRUCTION AREA SIGNS - MANTHEY ROAD <br />CLEANOUT TO GRADE <br />NOTE INDICATOR <br />TC401 <br />18 <br />TEMPORARY TRAFFIC CONTROL PLAN - MANTHEY ROAD <br />❑5 <br />NOTE NUMBER AS INDICATED <br />CSP <br />CALTRANS STANDARD PLAN <br />OC <br />CLOSURE <br />ABBREVIATIONS <br />AB <br />ANCHOR BOLT/AGGREGATE BASE <br />KV <br />KILOVOLT <br />AC <br />ASPHALTIC CONCRETE <br />LB <br />PO <br />BC <br />BEGINNING OF CURVE <br />LIP 0 CONCRETE <br />BLDG <br />BUILDING <br />LF <br />LINEAL FEET <br />BM <br />BENCH MARK <br />LIN <br />LINEAR <br />BMP <br />BEST MANAGEMENT PRACTICES <br />LP <br />LOW POINT <br />BOC <br />BACK OF CURB <br />LT <br />LEFT <br />BOW, BW <br />BACK OF WALK <br />MAX <br />MAXIMUM <br />CB <br />CATCH BASIN <br />MB <br />MACHINE BOLT <br />CC <br />CENTER TO CENTER <br />MH <br />MAINTENANCE HOLE <br />CDT <br />CONDUIT <br />MIN <br />MINIMUM <br />CIP <br />CAST IRON PIPE <br />MON <br />MONUMENT <br />CL <br />CENTERLINE <br />MPH <br />MILES PER HOUR <br />CMP <br />CORRUGATED METAL PIPE <br />MTR <br />METER <br />CMS <br />CHANGEABLE MESSAGE SIGN <br />CP <br />CONTROL POINT <br />N) <br />NEW <br />CO. <br />CLEANOUT <br />NORTHING <br />COUNTY <br />NIC <br />NOT IN CONTRACT <br />CONC <br />CONCRETE <br />NO <br />NUMBER <br />CONT <br />CONTINUOUS <br />NP <br />NON -POTABLE <br />COTG <br />CLEANOUT TO GRADE <br />NTS <br />NOT TO SCALE <br />CR <br />CURB RETURN <br />CSP <br />CALTRANS STANDARD PLAN <br />OC <br />ON CENTER <br />CTR <br />CENTER <br />OD <br />OUTSIDE DIAMETER <br />CY <br />CUBIC YARD <br />OG <br />ORIGINAL GROUND <br />C <br />CURB <br />COMM <br />COMMERCIAL <br />PAV <br />PAVEMENT <br />CONST <br />CONSTRUCT <br />PB <br />PULL BOX <br />PC <br />PRIMARY CONTROL <br />D <br />STORM DRAIN <br />PCC <br />POINT OF COMPOUND CURVE <br />DI <br />DROP INLET <br />PIV <br />POST INDICATOR VALVE <br />DIA <br />DIAMETER <br />PL <br />PROPERTY LINE OR PLATE <br />DIM <br />DIMENSION <br />POC <br />POINT OF CONNECTION <br />D/W <br />DRIVEWAY <br />PP <br />POWER POLE <br />DW <br />DOMESTIC WATER <br />PR <br />PAIR <br />DWG <br />DRAWING <br />PRC <br />POINT OF REVERSE <br />DV <br />TOP OF DRIVEWAY <br />CURVATURE <br />PSF <br />POUNDS PER SQUARE FOOT <br />E, ELC <br />ELECTRICAL <br />PSI <br />POUNDS PER SQUARE INCH <br />E <br />EASTING <br />PT <br />POINT <br />EA <br />EACH <br />PUE <br />PUBLIC UTILITIES EASEMENT <br />EB <br />ELECTRICAL BOX <br />PVCP <br />POLYVINYLCHLORIDE PIPE <br />EC <br />END OF CURVE <br />EJ <br />EXPANSION JOINT <br />R <br />RADIUS <br />ELEC <br />ELECTRICAL <br />RCP <br />REINFORCED CONCRETE PIPE <br />ELEV <br />ELEVATION <br />REINF <br />REINFORCED <br />EP <br />EDGE OF PAVEMENT <br />RGOF <br />RAIN GARDEN OVER FLOW <br />ESCP <br />EXTRA STRENGTH CONCRETE PIPE <br />RGRCP <br />RUBBER GASKET REINFORCED <br />EV <br />ELECTRICAL VAULT <br />CONCRETE PIPE <br />EW <br />EACH WAY <br />RL <br />ROOF LATERAL <br />(E), EXIST <br />EXISTING <br />RM <br />RIM / LID <br />RT <br />RIGHT <br />FDC <br />FIRE DEPARTMENT CONNECTION <br />RWD <br />REDWOOD <br />FDN <br />FOUNDATION <br />R/W <br />RIGHT OF WAY <br />FF <br />FINISHED FLOOR <br />FG <br />FINISH GRADE <br />S <br />SLOPE <br />FH <br />FIRE HYDRANT <br />SD <br />STORM DRAIN <br />FIBER <br />FIBER OPTIC <br />SDMH <br />STORM DRAIN MAINTENANCE HOLE <br />FIN <br />FINISH <br />SJCO <br />SAN JOAQUIN COUNTY <br />FL <br />FLOW LINE <br />SPEC <br />SPECIFICATION <br />FLR <br />FLOOR <br />SQ <br />SQUARE <br />FM <br />FORCE MAIN <br />SQFT <br />SQUARE FEET <br />FO <br />FIBER OPTIC <br />SQYD <br />SQUARE YARD <br />FOC, FC <br />FACE OF CURB <br />SS <br />SANITARY SEWER <br />FS <br />FIRE SPRINKLER SERVICE <br />SSMH <br />SANITARY SEWER MAINTENANCE HOLE <br />FT <br />FEET <br />STA <br />STATION <br />FW <br />FIRE WATER <br />STD <br />STANDARD <br />SW <br />SIDEWALK <br />GAUGE <br />GA <br />GAS GUTTER <br />T TEL <br />TELEPHONE <br />GAL <br />GALLON <br />TQM <br />TEMPORARY BENCH MARK <br />GALV <br />GALVANIZED <br />TEL <br />TELEPHONE <br />GB <br />GRADE BREAK <br />TC <br />TOP OF CURB <br />GPM <br />GALLONS PER MINUTE <br />TOG <br />TOP OF GRATE <br />GR <br />GRATE <br />TOP <br />TOP / TOP OF PIPE <br />TOW <br />TOP OF WALK <br />HG <br />HIGH PRESSURE GAS <br />TP <br />TELEPHONE POLE <br />HORIZ <br />HORIZONTAL <br />TPB <br />TELEPHONE PULL BOX <br />HP <br />HIGH POINT <br />TFR <br />TRANSFORMER <br />TW <br />TOP OF WALK <br />ID <br />INSIDE DIAMETER (DIM) <br />TYP <br />TYPICAL <br />I.E. <br />NTEIRRUPTABLE GAS <br />UD <br />UNDER DRAIN <br />IN. <br />INCH <br />UG <br />UNDERGROUND <br />INV <br />UV <br />ULTRAVIOLET <br />IN, <br />IINVERT RON IPE <br />I IRR <br />IRRIGATION <br />W <br />WATER <br />IkITX <br />INTERSECTION <br />W/C <br />WHEEL CHAIR <br />ITOF <br />INFILTRATION TRENCH OVER FLOW <br />YD <br />YARDS <br />JP <br />JOINT POLE <br />NOTE: <br />NOT ALL ABBREVIATIONS ARE USED IN THIS PLAN SET <br />