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X93 <br />W 24 °W <br />B PVC <br />s <br />S.M.H, 4 G <br />12�W <br />gc <br />s <br />S28- 16 -05E <br />of <br />oU�TY <br />m <br />w <br />�R <br /><4YOU <br />v <br />LEGEND: <br />N <br />T <br />v <br />Z <br />O <br />OFC <br />d <br />BIT -CONC <br />BITUMINOUS CONCRETE <br />w <br />y <br />•H. <br />CONCRETE BOUND/ DRILL HOLE <br />o <br />D.H. <br />e 3 <br />STREET <br />N <br />FOUND <br />HYD. <br />HYDRANT <br />PVC <br />POLYVINYL CLORIDE PIPE <br />SMH <br />SEWER MANHOLE <br />v <br />U.P. <br />UTILITY POLE <br />—G— <br />UNDERGROUND GAS <br />N/F <br />—s— <br />UNDERGROUND SEWER <br />BOWMAN & CHIN <br />O <br />I <br />—W— <br />UNDERGROUND WATER <br />J <br />—OHW- <br />OVERHEAD WIRES <br />JEAN (PRIVATE- 40'W1DE) ROAD <br />N 28 -16 -05 W <br />UTILITY NOTE: <br />ALL UNDERGROUND UTILITIES WERE COMPILED FROM <br />AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND <br />PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. BEFORE <br />DESIGN AND CONSTRUCTION CALL °DIG SAFE". <br />1 -800 -322 -4844 <br />� 3 <br />2 <br />D.H.--\ <br />FND; <br />on • <br />mo <br />C.B./D.H. <br />SET <br />4/< /96, <br />"ASZ <br />s)) a <br />m <br />io I <br />W 24 °W <br />B PVC <br />s <br />S.M.H, 4 G <br />12�W <br />z <br />s <br />S28- 16 -05E <br />of <br />3 <br />m <br />w <br />�R <br />J <br />v <br />N/F <br />N <br />GRAMMONT <br />v <br />Z <br />O <br />d <br />UTILITY NOTE: <br />ALL UNDERGROUND UTILITIES WERE COMPILED FROM <br />AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND <br />PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. BEFORE <br />DESIGN AND CONSTRUCTION CALL °DIG SAFE". <br />1 -800 -322 -4844 <br />� 3 <br />2 <br />D.H.--\ <br />FND; <br />on • <br />mo <br />C.B./D.H. <br />SET <br />4/< /96, <br />"ASZ <br />s)) a <br />m <br />io I <br />y C.B. /D+ <br />^ <br />to <br />z <br />.= <br />t <br />of <br />3 <br />m <br />w <br />�R <br />J <br />0. <br />W 38 <br />[D <br />r`t- ad ui <br />Q <br />v <br />Z <br />w <br />y <br />t <br />o <br />> <br />e 3 <br />tr <br />a <br />N <br />M <br />UTILITY NOTE: <br />ALL UNDERGROUND UTILITIES WERE COMPILED FROM <br />AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND <br />PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. BEFORE <br />DESIGN AND CONSTRUCTION CALL °DIG SAFE". <br />1 -800 -322 -4844 <br />� 3 <br />2 <br />D.H.--\ <br />FND; <br />on • <br />mo <br />C.B./D.H. <br />SET <br />4/< /96, <br />"ASZ <br />s)) a <br />m <br />io I <br />y C.B. /D+ <br />Z <br />SET <br />p <br />\. 2 <br />4 S <br />%. gi O <br />w <br />�R <br />0. <br />W 38 <br />OD <br />r`t- ad ui <br />�p <br />v <br />Z <br />BIT -CONC <br />SWALE <br />G II/4" <br />-s ____ <br />LOT I -B <br />LOT I -A <br />1 HEREBY CERTIFY TO THE BEST OF MY PROFESSIONAL <br />KNOWLEDGE, INFORMATION AND BELIEF THAT: <br />THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH <br />THE RULES AND REGULATIONS OF THE REGISTERS OF <br />DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. <br />THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE <br />LINES DIVIDING EXISTING OWNERSHIPS,AND THE LANES <br />OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC <br />OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, <br />AND THAT NO NEW LINES FOR DIVISION OF EXISTING <br />OWNERSHIP OR FOR NEW WAYS ARE SHOWN. <br />8 6 G Gl • ��,� <br />A E <br />PROFESS IONA LA AND SURVEYOR <br />s <br />AS-BUILT <br />TOLAN OF LANPF <br />IN <br />LEXINGTON MASS. <br />( MIDDLESEX COUNTY) <br />PREPARED FOR: CORBEL CONSTRUCTION <br />SCALE: I° = 40` JULY 30jI986 <br />BSC - BEDFORD <br />LAND SURVEYORS CIVIL ENGINEERS <br />18 NORTH ROAD BEDFORD,MASS <br />A DIVISION OF BOSTON ''SURVEY CONSULTANTS <br />FEET 0 20 40 80 160 <br />METERS 0 5 10 20 40 <br />DWG. NO. 1405.00 JOB - NO. 07- 2262.0 <br />�.i <br />r <br />