Laserfiche WebLink
LEGEND <br />WATER SYMBOLS <br />EXISTING PROPOSED DESCRIPTION <br />B' WATER METER <br />If FIRE HYDRANT <br />I>a VALVES: GATE/GENERAL <br />GAS/POWER/TELEPHONE SYMBOLS <br />EXISTING PROPOSED DESCRIPTION <br />I GAS METER <br />r GAS VALVE <br />PAD MOUNTED TRANSFORMER <br />I' POWER VAULT <br />POWER POLE <br />`...... UTILITY POLE ANCHOR <br />TELEPHONE POLE <br />TELEPHONE MANHOLE <br />STORM SEWER SYMBOLS <br />EXISTING PROPOSED <br />DESCRIPTION <br />STORM DRAIN CATCH BASIN <br />STORM DRAIN CULVERT <br />STORM DRAIN MANHOLE <br />V—DITCH <br />SURFACE FEATU RES/LAN DSCAPI NG SYMBOLS <br />EXISTING PROPOSED DESCRIPTION <br />,,.. <br />BUILDING <br />'���.',6COORDINATE <br />GRADE CROSSING GATE <br />GRADE CROSSING CANTILEVER & FLASHER <br />---- CURB GUTTER <br />...... x _.------_ x— FENCE <br />- --,------- FLOW <br />+ GRID TICK <br />GROUND CONTROL POINT (AERIAL) <br />_�..._...a............. _----- J_ ,,...__„�_ GUARD RAIL (ROADWAY) <br />11111. SLOPE <br />SUBGRADE EARTH <br />i <br />TREE <br />w^_w� TREELINE, SHRUBBERY <br />WALL <br />s <br />�� ~{ ROADWAY <br />REV.1 DATE DESCRIPTION <br />YAPP. <br />SU6. <br />SIGNAUZATION SYMBOLS <br />PROPOSED <br />LINETYPE SYMBOLS <br />EXISTING PROPOSED <br />BNSF TRACK <br />UTILITY LINETYPE SYMBOLS <br />DESCRIPTION <br />SIGNAL CONTROLLER <br />SIGNAL LOAD CENTER <br />LIGHT POST <br />TRAFFIC SIGNAL POLE <br />DESCRIPTION <br />CENTER LINE <br />RIGHT OF WAY LINE <br />TRACK CENTER LINE <br />OVERHEAD TELEPHONE <br />GAS LINE <br />BURIED TELEPHONE <br />OVERHEAD <br />ELECTRICAL <br />GENERAL NOTES <br />1. HORIZONTAL DATUM — <br />CALIFORNIA COORDINATE SYSTEM NAD 83 (92) ZONE 3. <br />FOR A LISTING OF MOMUMENTS AND THEIR COORDINATES SEE <br />DEMOLITION AND RIGHT OF WAY PLANS (SHEET DP -1 TO DP -4). <br />2. VERTICAL DATUM — <br />NORTH AMERICA VERTICAL DATUM (NAVD) 1988. <br />PROJECT BENCHMARK: PT #33-504 SPIKE 25'± SW OF TRACKS AND <br />180'± NE OF MARIPOSA ROAD. ELEVATION: 48.88' <br />3. FOR ALIGNMENT DATA, SEE "PLAN AND PROFILE” SHEETS. <br />4. CONTRACTOR TO CALL "UNDERGROUND SERVICE ALERT" AT <br />(800) 227-2500 AT LEAST 2 DAYS PRIOR TO EXCAVATING. <br />5. CONTRACTOR SHALL INSTALL A SURVEY MOMUIMENT AT ALL <br />ALIGNMENT CONTROL POINTS (PC,PT) ON MARIPOSA ROAD. <br />SURVEY MONUMENT SHALL INCLUDE FRAME AND COVER <br />PER SAN JOAQUIN COUNTY IMPROVEMENT STANDARD CW—M1. <br />INFORMATION CONFIDENTIAL- ! DESIGNED BY <br />All plans, drawings, specifi— ! A. LASZLO <br />cations, and or information <br />furnished herewith shall <br />remain the property of the <br />DRAWN BY <br />R. <br />MILLER <br />Burlington Northern Santa <br />Fe Railway Company and <br />shall be held confidential; <br />CHECKED <br />A. <br />BY <br />SILVER <br />and shall not be used for <br />any purpose not provided <br />for in agreements with the <br />APPROVED <br />A. <br />BY <br />BOONE <br />Burlington Northern Santa <br />Fe Railwoy Company. <br />DATE <br />SEPTEMBER 13, 2001 <br />Burlington Northern Santa Fe <br />Railway Company <br />'redwk R. Hams., Inc. <br />601 University Avenue, Suite 274 <br />as Sacramento, California 95825 <br />HAMM <br />ABBREVIA11ON S <br />AB <br />AGGREGATE BASE <br />ABUT <br />ABUTMENT <br />AC, ASPH <br />ASPHALT CONCRETE <br />A. D. <br />ALGEBRAIC DIFFERENCE <br />A.D.B.E <br />AS ORDERED BY ENGINEER <br />AR <br />AUSTIN ROAD <br />& <br />AND <br />@ <br />AT <br />AHD <br />AHEAD <br />AREA <br />AMERICAN RAILWAY ENGINEERING ASSOCIATION <br />ASTM <br />AMERICAN SOCIETY FOR TESTING & MATERIALS <br />A/R <br />AS REQUIRED <br />AVE <br />AVENUE <br />BNSF <br />BURLINGTON NORTHERN SANTA FE RAILWAY COMPANY <br />BB <br />BATTERY BOX, BEGIN BRIDGE <br />BEG <br />BEGIN <br />BRG <br />BRIDGE <br />BT <br />BURIED TELEPHONE LINE <br />BVCE <br />BEGIN VERTICAL CURVE ELEVATION <br />BVCS <br />BEGIN VERTICAL CURVE STATION <br />CB <br />CATCH BASIN <br />CIDH <br />CAST IN DRILLED HOLE <br />CL, q <br />CENTERLINE <br />CLR <br />CLEAR, CLEARANCE <br />CMPA <br />CORRUGATED METAL PIPE ARCH <br />CONC <br />CONCRETE <br />CONT <br />CONTINUOUS <br />CONTR <br />CONTRACTOR <br />CONN <br />CONNECTION <br />CONST <br />CONSTRUCTION <br />CY <br />CUBIC YARD <br />A <br />CENTRAL ANGLE OF CURVE <br />DIA, 0 <br />DIAMETER <br />DWG <br />DRAWING <br />E <br />EAST <br />EA <br />EACH <br />EAR <br />EXISTING AUSTIN ROAD <br />EB <br />END BRIDGE <br />EMR <br />EXISTING MARIPOSA ROAD <br />ELEV <br />ELEVATION <br />EQ <br />EQUAL, EQUATION <br />ESMT <br />EASEMENT <br />EVCE <br />END VERTICAL CURVE ELEVATION <br />EVCS <br />END VERTICAL CURVE STATION <br />EX, EXIST <br />EXISTING <br />FL <br />FLOW LINE (V --DITCH) <br />FT, <br />FOOT OR FEET <br />FWY <br />FREEWAY <br />G <br />GAS <br />G.E. <br />GRATE ELEVATION <br />HORIZ <br />HORIZONTAL <br />HDPE <br />HIGH DENSITY POLY ETHYLENE <br />I.E. <br />INVERT ELEVATION <br />IN, " <br />INCH OR INCHES <br />ALAN CRAIG 1300NE <br />c7 �, <br />No- 37913 <br />k,*Exp.a3-31- CS * <br />CIVIL,E of- <br />K <br />K— VALUES <br />L <br />LENGTH <br />LB, # <br />POUND <br />LF <br />LINEAR FOOT <br />LS <br />LUMP SUM <br />LT <br />LEFT <br />MA <br />MAINTENANCE ACCESS <br />MAX <br />MAXIMUM <br />MBGR <br />METAL BEAM GUARD RAIL <br />MIN <br />MINIMUM <br />MON <br />MONUMENT <br />MP <br />MILE POST <br />MPH <br />MILES PER HOUR <br />MR <br />MARIPOSA ROAD <br />N <br />NORTH <br />NIC <br />NOT IN CONTRACT <br />NO., # <br />NUMBER <br />NTS <br />NOT TO SCALE <br />OE <br />OVERHEAD ELECTRICAL <br />OT <br />OVERHEAD TELEPHONE LINE <br />±, % <br />PLUS OR MINUS, PERCENT <br />PC <br />POINT OF CURVE <br />PP <br />POWER POLE <br />PRC <br />POINT OF REVERSE CURVE <br />PT <br />POINT OF TANGENT <br />PVI <br />POINT OF VERTICAL INTERSECTION <br />QTY <br />QUANTITY <br />R <br />RADIUS <br />RD <br />ROAD <br />REF <br />REFERENCE <br />REO'D <br />REQUIRED <br />RR <br />RAILROAD <br />RT <br />RIGHT <br />R/W <br />RIGHT OF WAY <br />S <br />SLOPE, SOUTH <br />SD <br />STORM DRAIN <br />SHDR <br />SHOULDER <br />STA <br />STATION <br />STD <br />STANDARD <br />SQ <br />SQUARE <br />SYMM <br />SYMMETRICAL <br />T <br />TANGENT LENGTH <br />TOT <br />TOTAL <br />T/R <br />TDP OF RAIL <br />TYP <br />TYPICAL <br />UP <br />UNDERPASS <br />VC <br />VERTICAL CURVE <br />VERT <br />VERTICAL <br />W <br />WEST <br />RECORD DRAWI <br />�of'rectlons B <br />No Changes Dy <br />Date <br />Any Person g . tvr g Should Verify <br />All trfrrmilfion ;.,. ng Tt <br />:. <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />LEGEND, ABBREVIATIONS <br />AND NOTES <br />CONTRACT NO. <br />DRAWING NO. <br />G-05 <br />REVISION SHEET NO. <br />5 GF 51 <br />SCALE <br />NO SCALE <br />