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]I, 1111111111PIIIIII1111 I:'TJ1 ur 1,.,.1 1 III 1 111119111,111RI <br />Will <br />a I III <br />1 11 <br />r <br />ff IN <br />]I, 1111111111PIIIIII1111 I:'TJ1 ur 1,.,.1 1 III 1 111119111,111RI <br />Will <br />a I III <br />1 11 <br />111 <br />ff IN <br />is <br />RECORD OWNERS• <br />N <br />�, <br />NQ=- <br /><a <br />DECLARE, TO THE BEST OF M Y PROFESSIONAL <br />/ E <br />RRlddl�58X Registry D�2fi$ BELIEF THAT q ' LI� I <br />ry KNOWLEDGE INFORMATION, AND <br />A ACCOMPANY <br />L THE PURPOSE OF THIS PLAN IS TO ACCO <br />DOCUMENTATION TO RE -DIVIDE LAND DESCRIBED IN DEED BOOK , <br />ANDREW BANNON AND L ALI ON RO <br />3OURh8ffi DIS�fiCi: THIS PLAN WAS PREPARED 1N ACCORDANCE 3 MINUTEMAN LANE �I� 'I � 'I �i <br />- <br />- <br />o. 65 OF 1992 <br />o. 122 OF 1953 74211, PAGE !264 (3 MINUTE MAN LANE) AND <br />I <br />DEED BOOK 35711 PAGE 024 (23 BATTLE GREEN ROAD).'CREA77NG 11 cs, <br />I <br />I <br />WITH THE RULES AND REGULATIONS OF THE VIII <br />Cambridge, �RSSa1 �?U�'G't$S REGISTERS OF DEEDS. LEXINGTON, MASSACHUS1 02121 III <br />g ILII, <br />I <br />DO <br />PARCELS 1 & 2 DEPICTED HERON W/7H EQUAL <br />S ON RECORD AT THE COMBINED WITH 3 MINUTE MAN LANE TO FORM <br />AREAS OF 296 MORE OR LESS SQUARE FEET. PARCEL 1 IS TO BE <br />A CONTIGUOUS LOT HAVING AN AREA OF 15,475 MORE OR LESS <br />o <br />LOGS <br />Plan No, y_of 0 �% - DEED BOOK 74211 PA 64 <br />Ml <br />SOUTH DISTRICT REGISTRY OF SQUARE FEET DEPICTED HEREON AS LOT 146A. <br />LESS <br />PARCEL 2 WILL BE COMBINED WITH 23 BATTLE GREEN ROAD TO HAVE <br />LOT 8B. <br />DE <br />A CONTIGUOUS AREA OF 17,759 MORE OF <br />SQUARE FEET DEPICTED HEREON AS M <br />a <br />Rec'd IO - / 1- 20 23 <br />( <br />v <br />at / -1H ---NOW OR FORMERLY <br />�} M LISA M P LANSKY <br />2. THE SITE DETAIL & SURFACE IMPROVEMENTS! <br />BY <br />DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY <br />INC. ON FEBRUARY 10, 2020. <br />__,ill <br />23 BATTLE GREEN ROAD <br />CONDUCTED ON THE GROUND MERIDIAN <br />ASSOCIATES, (MAI) <br />G� <br />�o <br />ASSESSORS MAP ID: 50- <br />III V ; <br />J. THE SUBJECT PROPERTIES ARE LOCA7ED IN <br />THE RES/DEN77AL ONE -FAMILY DWELLING (RS) ZONING DISTRICT <br />iQltt�5 <br />I C �!• o . l�X -DEED BOOK 35711 P 024 <br />4. THE SUBJECT, PROPERTIES ARE DEPICTED AS <br />LOTS I46A AND 258A ON TOWN OF LEXINGTON ASSESSORS MAP 50. I <br />FO ERIDIAN ASSOCIA , INC. DA 7E <br />�i8Cj19t®r <br />III <br />5. THIS PLAN DOES NOT SHOW ANY UNRECORDED <br />OR UNWRITTEN EASEMENTS WHICH MAY EXIST. A REASONABLE AND <br />t <br />DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE <br />ANY APPARENT, VISIBLE USES OF THE LAND; HOWEVER, THIS DOES <br />OT TO <br />SCALE) <br />i III, III <br />II <br />NOT CONSTITUTE A GUARANTEE THAT NO SUCH <br />EASEMENTS EXIST. <br />,'I <br />N84y OOI' <br />45 <br />Q5 <br />6. PROPERTY LINES DEPICTED HEREON ARE BASED <br />ON COMPILED DEEDS AND PLANS OF RECORD. THIS PLAN /S NOT TO <br />w <br />o <br />III'' 4io I <br />6' <br />I <br />BE USED FOR THE RECONSTRUCTION OF BOUNDARY <br />LINES OR FOR TITLE INSURANCE PURPOSES ALL BOUNDARY <br />FOR REGISTRY OF DEEDS USE ONLY <br />I\o <br />LINES DEPICTED ARE APPROXIMATE ONLY. MAI <br />DID NOT PERFORM A BOUNDARY RETRACEMENT SURVEY. <br />'I <br />�1 <br />N84'15.00"E <br />A D nl <br />0 II <br />r I <br />7.2 R N. r. <br />E N <br />R E I <br />R,25' �o BATTLE G j <br />69 -0:14'' 40' WIDE) <br />(PUBLIC - <br />ar CID J lamb <br />;I--A <br />GRANITE CURB <br />25.00' R=525.00' <br />�I'00'25 <br />- L=38.00' <br />(NDETAIL: <br />S85 00 25 E 0.15" <br />SBDH <br />Ii <br />6.05 <br />1 <br />o <br />Iz 455,00'! <br />T.i <br />DETAIL: D <br />DRILL HOLE I I <br />LII FOUND <br />, N <br />-0 45 43 <br />DRILL HOLE <br />FOUND <br />L=79.26' (SEE DETAIL C) <br />o <br />N. T.S. I / <br />( ) <br />DRILL HOLE CY <br />ILIL <br />I I <br />S' uDETAIL B I <br />I_,--�I <br />HI <br />R 455.00 SB50025 <br />FOUND PH <br />(SEE DETAIL D) i <br />I •` <br />I� ul.lae.. <br />W <br />E <br />► TT <br />E N <br />...VIII , <br />6 X61 STONE �.- , ,I��I a. , , pilp,l <br />N8475 00 E 68.82 <br />BOUND DRlL'L HOLE 7.22' N84`15,00"E 9 P RLL''L,'i <br />' G J �296tS.I F <br />a <br />0 I <br />p + <br />PROPERTY LINE 25.00 <br />TO 8E ELIMINATED <br />_. R=525.00 <br />_ <br />L-38.00' <br />♦ 5 <br />z <br />0.1 B. . SOLID t <br />i <br />SEE DETAIL A (SEE NOS ' <br />( ) �• - J : I ; 1 Ill i�f VI'I <br />�. <br />#h <br />1!1 19. <br />(SEE NOTE 1) DETA/C:CD=4'0850" <br />_ <br />T, S,) DH <br />( <br />/» IRON <br />D=4'08 50 i2 ROD <br />SET FLUSH �II <br />z a o <br />S8950'30NE 95.39' III, <br />-- PI,ROPERTY LINE II <br />'l (N. <br />i <br />r'� <br />(SEE DETAIL E) <br />v <br />1�y� <br />T JIBE EL1h11N�lED ' <br />I <br />II <br />PA <br />_II <br />- <br />ISE <br />I <br />I <br />2 <br />o <br />'►r �Wp <br />0 SEf NC 1 ) <br />0 II <br />( <br />R= o <br />455.0 ' <br />0 2 <br />1 ) <br />' I <br />•III I I ' 1 <br />ro <br />h' 11 cn <br />_ <br />L_ 85 - <br />31' 25.00' <br />6 h <br />�• 'h .0 LOT ! `t 6A <br />5850025"� <br />-- � E <br />R=525.00' <br />�9 RWCB <br />0 <br />Qi =15, 475tSF. <br />. . (N. T. S.) <br />II .I <br />I I, <br />rl <br />I o <br />�� <br />• <br />M <br />3, o <br />-� I <br />I N <br />o Y 1 <br />� o o <br />0 <br />o " .02' <br />C I <br />C� <br />/ I I <br />!III <br />0 <br />0 <br />I I I I <br />r <br />( <br />E� <br />i 1 w / 1 <br />6'X6" STONE o o I <br />I <br />i <br />A. G. ABOVE GR <br />I <br />��y W <br />BOUND DRILL HOLE SBDH d M // \ <br />B.G. BELOW GR <br />B. <br />ti ti <br />?0 <br />0.5' A. G., PIS o-_ - Q o 0 P \ <br />\ <br />BIT CONIC. St TUM/NO <br />CRETE <br />I"� O <br />V <br />SEE DETAIL J <br />( ) 0.03' ! <br />O�i� \ r <br />I I I <br />III <br />DH DRILLD DEL <br />5'C <br />III <br />'I <br />EDP OF <br />A <br />ENT <br />N <br />Ci <br />� W <br />1 <br />.EDGE <br />IP IRON PIPE <br />� "C � <br />\�y <br />6 <br />IR IRON ROD <br />OL O <br />CJ qy <br />�' p �1 �q <br />N <br />\' <br />LENGTH <br />Q 2 <br />\ \ <br />N. T S. NOT TOS <br />Q <br />q <br />ay <br />P/S PLUMB/S <br />l <br />C�o�i 1 <br />\ <br />\ N° �\G�60 r' \\ <br />3 <br />: <br />R RADIUS <br />K <br />ING <br />WALL <br />W �, <br />5 <br />\ <br />M <br />TONE <br />WALNCRETE A/ <br />LOT O B <br />I <br />RWS SWCB <br />RE <br />A <br />G <br />�Op����G <br />\ <br />W 0 \ <br />A <br />S.F. SQUARE <br />3 SBDH STONE BO <br />RILL H <br />E <br />W <br />��g q <br />R \ <br />=17,759tSF. <br />„ <br />TYP TYPICAL <br />I <br />A <br />I I I <br />29. 2 <br />❑ <br />` <br />a <br />k ', <br />W II 1 I I <br />y <br />1 <br />�r \ \Li <br />o <br />o o I I I <br />o <br />o <br />\ <br />N <br />I <br />I <br />W I 11 I III Ills <br />❑ <br />oo <br />\ O\ 4 <br />/ s 0 <br />0 <br />W <br />I U ' <br />JE�P� �� rl. <br />❑ 3 <br />F� <br />Q <br />0 <br />1'4 -PLANNING <br />BOA <br />PRO <br />L <br />o W <br />x <br />�o <br />❑ <br />UNDER THE SUBDI <br />I <br />NICO <br />TRO <br />`� ° <br />�� i� o H <br />W <br />I <br />LAW NOT R <br />RED <br />0 <br />h� <br />v <br />TOWN L TON <br />N <br />B <br />RD <br />I <br />;OF <br />!III <br />I <br />0 <br />k <br />w 0.04 I./ <br />b LI <br />TS.) <br />❑ <br />N <br />f� d�,� 5 <br />I � <br />tlj U <br />(N. <br />rn <br />/P <br />o� <br />❑ ,P <br />0 o <br />Z <br />�• ! 11125.00' <br />I DETAIL: H b o <br />N. T. S. r o I <br />( ) <br />o O <br />m <br />N89 50'30"W <br />~-�0.5' <br />o N t <br />❑ o <br />o o <br />1" IRON PIPE <br />0 0 <br />In <br />1 <br />T l F o -0.04 _.125. <br />-� <br />> w <br />a <br />j w <br />W <br />Z <br />Il 125.00' <br />A.G.. P/S N895030"W cw. <br />❑ (SEE DETAIL H) <br />toy <br />(N. T. S) o IP <br />v0 W <br />as <br />O <br />I <br />" <br />N89 50 30 W <br />.�- N <br />,W j <br />DATE. <br />1- IRON <br />B.G., SIL OL) <br />Cly <br />I �� <br />'.^N) <br />S'B.G.,AIPE/ <br />E NOW OR FORMERLY .. <br />;� <br />Ri p ro <br />_ <br />l ! R <br />N88 92 2o"w u <br />1 IRON PIPE DATE <br />121.89 <br />NOVEMBER 5,1, 2020 <br />^ <br />SCALE: <br />PAUL M. & BORTHWICK <br />BOOK 15691 PAGE 204 <br />1 MINUTE MAN LANE <br />4 <br />IN <br />Q2. 00 N <br />Ri "� <br />_ / _� <br />S8879'20"E <br />FLUSH <br />(SEE DETAIL F) PLANNING BOARD ENDORSEMENT <br />t ONLY THAT THE PLAN lS NOTA <br />IS PLf� <br />VISION, <br />IND/ <br />NDER <br />ATES <br />M.G.L. <br />IR <br />ASSESSORS MAP ID: 50-147 <br />o <br />121.89 <br />T <br />NOT <br />)ICA TE <br />THAT <br />/ <br />IRON ROD SET, <br />- CHAPTER 41, SECTION 81 L, AND <br />o <br />FLUSH <br />NOW OR FORMERLY <br />7HE LOT IS BUILDABLE OR THAT <br />TSI ZON <br />G HSALTH, <br />SHEET! No. <br />GRAPHIC SCALE <br />o <br />I <br />T N882 <br />(SEE DETAIL G) RICHARD R. REIBS7E/N & <br />CONSERVATION OR GENERAL <br />W EQ <br />I EME <br />IS <br />SCALE. 1 "_ 1 U' <br />1 <br />STEPHANIE R. BRODY <br />OF! <br />( <br />T <br />12 <br />BOOK 19803 PAGE 183 <br />PROJECT No. <br />5 0 5 70 20 4011 <br />2407 MASSACHUSETTS AVENUE <br />I� III <br />AssEssoRs MAP 10: 50-148BK.PG1 <br />L 2 <br />_LAID 4. 4 <br />I I III1IlIf� <br />I I , <br />DWG.! o. 6P18807ANR.Q, IG II 16168 <br />nm <br />LO :1 Lon <br />71 <br />Ir., <br />