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SURVEY TIE <br />�9 <br />v 6 " X6 " <br />y pp SB /DH <br />IFS �F FOUND FLUSH <br />Ff ��pi <br />c� <br />2TY S8 <br />GT G, <br />9 <br />„ 4°4 p9y <br />s� <br />A FT <br />yd's bo <br />o a <br />t N/F <br />N41'66'50" MILLER <br />6"X6" <br />S&/DH <br />FOUND <br />0.6' A. <br />I DECLARE, TO THE BEST OF MY PROFESSIONAL <br />KNOWLEDGE, INFORMATION, AND BELIEF, THAT <br />THIS PLAN CONFORMS TO THE RULES AND <br />REGULATIONS OF THE REGISTRY OF DEEDS <br />SIGNATURE DATE <br />FOR REGISTRY OF DEEDS USE ONLY <br />N/F <br />BASKIN <br />C <br />zz <br />Ri 2 <br />m <br />NOW OR FORMERLY <br />FRANCES M. BASKIN <br />,{45 <br />1/2 <br />STORY <br />WOOD FRAME <br />^� RAILROAD SPIKE <br />c W/'X' CU7 SET --.. <br />tb- <br />V <br />v1 <br />�1 <br />y <br />SET FLUSH <br />N4328'5 "W <br />- 53.75' <br />6 CB/DH <br />SET 0.1' A.G. <br />N/F <br />TOWN OF LEXINGTON <br />6X6" <br />�SB /OH <br />0 08'� FOUND <br />io NOT T A I L L£ <br />6 "x6" S3/OH <br />FND FLUSH <br />6x6 CB/DH <br />SET FLUSH, <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />S437O'26 E <br />232.00' <br />EXISTING DRAINAGE EASEMENT <br />6 "x6" CB /DH <br />SET FLUSH 162.42' 54270'45 E _ <br />#5 <br />EXISTING 3 STOR <br />WOOD FRAME <br />DWELLING <br />� = 2331 <br />L -9 237' <br />^' N <br />LOT 6 <br />- SET MAG NAIL NOW OR FORMERLY <br />THE WINDERMERE <br />GROUP <br />S L - 1357' <br />�.7''T'6x6" CB /DH <br />T SET FLUSH LEGEND: <br />h <br />0y h° STONE WALL azc�"000000 <br />STONE BOUND W/ DRILL HOLE SR/DH <br />CONCRETE BOUND CB <br />FOUND END. <br />6x6" CB/OH CONCRETE BOUND W/ DRILL HOLE CB /DH Q <br />SET FLUSH8. IRON ROD IR <br />STORY ABOVE GRADE A, G. <br />EXISTIRAME DWELLIN BELOW GRADE BG. <br />YOOD SURVEY MASONRY NAIL MAD NAIL <br />LOT 5 <br />NOW OR FORMERLY <br />RICHARD A. TAMBONE <br />A 'ss 3 rE <br />R= 125.00' <br />� 2 337'19" O � 4�Zj _ •po. <br />L =71 L TO DOp• '. 6 "x6" CB /OH <br />84 SET FLUSH ct <br />R= 77 .00' (SO• 6 " SET OR /D A. G. �L�29 00 ., °m <br />/// ft -E R�2 AREA= <br />/6 X6" CB /D 0 <br />H �p 37� OOrJ �e 6 � 26 6497S.F. q <br />SET FLUSH ' "�i� - 4607'57" <br />Q <br />L= 20.13' <br />43 <br />6X6" <br />CB /DH - <br />R= 2500' <br />SET FLUSH <br />ROA <br />OWN ENGINEER <br />RAILROAD SPIKE <br />r <br />o <br />WI CUT SE <br />R= 175.00' <br />\ LA . <br />LOT 1 <br />0 <br />DATE REVISION BY STREET ACCEPTAN PLAN <br />NOW OR FORMERLY <br />NOW OR FORMERLY <br />i <br />GREGORY L MEY£RS & <br />THE WINDERMERE <br />0 <br />GROUP <br />SCALE I " =40• <br />o <br />� <br />Z <br />FEET 40 0 20 40 80 160 <br />0 <br />1w <br />Town of Lexington DRAWN RSW DATE 11/25/03 SCALE 1'" = 40' <br />O <br />o <br />ENGINEERING .DESIGNED REW APPROVED <br />DEPARTMENT <br />X <br />MEC DWG. NO. 3107ACPT CHECKED KED CONTR. NO. SHEET 1 OF 1 <br />F <br />z ^ <br />x t <br />- al.r.; <br />n <br />A <br />O <br />- <br />2 <br />� <br />Y <br />� <br />N <br />n <br />c <br />C <br />Y <br />NOW OR FORMERLY <br />FRANCES M. BASKIN <br />,{45 <br />1/2 <br />STORY <br />WOOD FRAME <br />^� RAILROAD SPIKE <br />c W/'X' CU7 SET --.. <br />tb- <br />V <br />v1 <br />�1 <br />y <br />SET FLUSH <br />N4328'5 "W <br />- 53.75' <br />6 CB/DH <br />SET 0.1' A.G. <br />N/F <br />TOWN OF LEXINGTON <br />6X6" <br />�SB /OH <br />0 08'� FOUND <br />io NOT T A I L L£ <br />6 "x6" S3/OH <br />FND FLUSH <br />6x6 CB/DH <br />SET FLUSH, <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />S437O'26 E <br />232.00' <br />EXISTING DRAINAGE EASEMENT <br />6 "x6" CB /DH <br />SET FLUSH 162.42' 54270'45 E _ <br />#5 <br />EXISTING 3 STOR <br />WOOD FRAME <br />DWELLING <br />� = 2331 <br />L -9 237' <br />^' N <br />LOT 6 <br />- SET MAG NAIL NOW OR FORMERLY <br />THE WINDERMERE <br />GROUP <br />S L - 1357' <br />�.7''T'6x6" CB /DH <br />T SET FLUSH LEGEND: <br />h <br />0y h° STONE WALL azc�"000000 <br />STONE BOUND W/ DRILL HOLE SR/DH <br />CONCRETE BOUND CB <br />FOUND END. <br />6x6" CB/OH CONCRETE BOUND W/ DRILL HOLE CB /DH Q <br />SET FLUSH8. IRON ROD IR <br />STORY ABOVE GRADE A, G. <br />EXISTIRAME DWELLIN BELOW GRADE BG. <br />YOOD SURVEY MASONRY NAIL MAD NAIL <br />LOT 5 <br />NOW OR FORMERLY <br />RICHARD A. TAMBONE <br />A 'ss 3 rE <br />R= 125.00' <br />� 2 337'19" O � 4�Zj _ •po. <br />L =71 L TO DOp• '. 6 "x6" CB /OH <br />84 SET FLUSH ct <br />R= 77 .00' (SO• 6 " SET OR /D A. G. �L�29 00 ., °m <br />/// ft -E R�2 AREA= <br />/6 X6" CB /D 0 <br />H �p 37� OOrJ �e 6 � 26 6497S.F. q <br />SET FLUSH ' "�i� - 4607'57" <br />a -- TING53 STOR LOT 3 <br />2 STORY EXIS OD FRAME NOW OR FORMERLY <br />WOOD FRAME WO D1" LLING THE WINDERMERE <br />X39 GROUP <br />o ,f <br />EXISTING 3 <br />o <br />D STORY WOOD <br />0 <br />j FRAME DWELLING <br />,.,, <br />GARAGE <br />NOW OR FORMERLY <br />ARLENE Z MILLER <br />NOW OR FORMERLY I <br />HERBERT A. & NOW OR FORMERLY <br />JANET B. GOLDMAN JAMES M. & <br />CARLEEN FIORE <br />NOW OR FORMERLY <br />LOUISE B. HATFIELD <br />mnrrmmr, <br />'U <br />o <br />ti <br />�? O <br />2� <br />y <br />k Q <br />w <br />3 <br />OT 4 <br />OR FORMERLY <br />WINDERMERE <br />GROUP <br />NOW OR FORMERLY <br />M GENEVA/ SMITHLIN <br />NO L THIS PLAN HAS BEEN PREPARED BY MERIDIAN ASSOCIATES INC. SOLELY <br />FOR THE USE OF THE TOWN OF LEXINGTON AS STREET ACCEPTANCE <br />PLAN. FOR DETAILS OF RELATED SURVEY INFORMATION, SEE PLAN 283 OF <br />1999 ON RECORD AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS <br />NOW OR FORMERLY 2. SUBJECT PROPERTY IS LOCATED IN THE RO ZONING DISTRICT. <br />TOWN OF LEXINGTON <br />J. THE MONUMENTS ESTABLISHING THE RIGHT OF WAY OF PORTER LANE ARE <br />6 "x6" CONCRETE BOUNDS WITH DRILL HOLES UNLESS NOTED OTHERWISE. <br />AND WERE VERIFIED BY A FIELD SURVEY INSTRUMENT CONDUCTED BY <br />MERIDIAN ASSOCIATES. INC. ON NOVEMBER 11, 2003. <br />/DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, <br />INFORMATION AND BELIEF, THAT THE PROPERTY LINES DEPICTED <br />ARE THE LINES DIVIDING EXISTING OWNERSHIPS AND THE LINES <br />OF STREETS AND WAYS DEPICTED ARE THOSE OF PUBLIC OR <br />PRIVATE STREETS AND WAYS ALREADY ESTABLISHED AND THAT <br />NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIPS OR FOR <br />NEW STREETS AND WAYS ARE DEPICTED. <br />( MASS. GEN. LAWS, CHAP. 41, SECT. 81 -X } <br />FOR MERIDIAN ASSOCIATES, INC. DA Tf <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />Q <br />L= 20.13' <br />43 <br />6X6" <br />CB /DH - <br />R= 2500' <br />SET FLUSH <br />ROA <br />OWN ENGINEER <br />RAILROAD SPIKE <br />Q= 13'30'04" <br />L =41 <br />6 "x6" C8 10H <br />•. <br />SET FLUSH <br />WI CUT SE <br />R= 175.00' <br />\ LA . <br />LOT 1 <br />LOT 2 <br />DATE REVISION BY STREET ACCEPTAN PLAN <br />NOW OR FORMERLY <br />NOW OR FORMERLY <br />CB/DH <br />SET OJ' A.G. <br />SET <br />GREGORY L MEY£RS & <br />THE WINDERMERE <br />MARY E EITZPA TRICK <br />GROUP <br />SCALE I " =40• <br />(MIDDLESEX COUNTY) <br />a -- TING53 STOR LOT 3 <br />2 STORY EXIS OD FRAME NOW OR FORMERLY <br />WOOD FRAME WO D1" LLING THE WINDERMERE <br />X39 GROUP <br />o ,f <br />EXISTING 3 <br />o <br />D STORY WOOD <br />0 <br />j FRAME DWELLING <br />,.,, <br />GARAGE <br />NOW OR FORMERLY <br />ARLENE Z MILLER <br />NOW OR FORMERLY I <br />HERBERT A. & NOW OR FORMERLY <br />JANET B. GOLDMAN JAMES M. & <br />CARLEEN FIORE <br />NOW OR FORMERLY <br />LOUISE B. HATFIELD <br />mnrrmmr, <br />'U <br />o <br />ti <br />�? O <br />2� <br />y <br />k Q <br />w <br />3 <br />OT 4 <br />OR FORMERLY <br />WINDERMERE <br />GROUP <br />NOW OR FORMERLY <br />M GENEVA/ SMITHLIN <br />NO L THIS PLAN HAS BEEN PREPARED BY MERIDIAN ASSOCIATES INC. SOLELY <br />FOR THE USE OF THE TOWN OF LEXINGTON AS STREET ACCEPTANCE <br />PLAN. FOR DETAILS OF RELATED SURVEY INFORMATION, SEE PLAN 283 OF <br />1999 ON RECORD AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS <br />NOW OR FORMERLY 2. SUBJECT PROPERTY IS LOCATED IN THE RO ZONING DISTRICT. <br />TOWN OF LEXINGTON <br />J. THE MONUMENTS ESTABLISHING THE RIGHT OF WAY OF PORTER LANE ARE <br />6 "x6" CONCRETE BOUNDS WITH DRILL HOLES UNLESS NOTED OTHERWISE. <br />AND WERE VERIFIED BY A FIELD SURVEY INSTRUMENT CONDUCTED BY <br />MERIDIAN ASSOCIATES. INC. ON NOVEMBER 11, 2003. <br />/DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, <br />INFORMATION AND BELIEF, THAT THE PROPERTY LINES DEPICTED <br />ARE THE LINES DIVIDING EXISTING OWNERSHIPS AND THE LINES <br />OF STREETS AND WAYS DEPICTED ARE THOSE OF PUBLIC OR <br />PRIVATE STREETS AND WAYS ALREADY ESTABLISHED AND THAT <br />NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIPS OR FOR <br />NEW STREETS AND WAYS ARE DEPICTED. <br />( MASS. GEN. LAWS, CHAP. 41, SECT. 81 -X } <br />FOR MERIDIAN ASSOCIATES, INC. DA Tf <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />GATE <br />0 <br />CHAIN LINK FENCE <br />0 <br />Woo <br />PE P DATE <br />ROA <br />OWN ENGINEER <br />(PUBLIC - 4O' WIDE} <br />DATE REVISION BY STREET ACCEPTAN PLAN <br />GRAPHIC SCALE <br />LEXINGTON, MASSACHUSETTS <br />SCALE I " =40• <br />(MIDDLESEX COUNTY) <br />FEET 40 0 20 40 80 160 <br />Town of Lexington DRAWN RSW DATE 11/25/03 SCALE 1'" = 40' <br />METERS 0 10 20 40 60 <br />ENGINEERING .DESIGNED REW APPROVED <br />DEPARTMENT <br />MEC DWG. NO. 3107ACPT CHECKED KED CONTR. NO. SHEET 1 OF 1 <br />F <br />z ^ <br />x t <br />- al.r.; <br />A <br />r <br />- <br />GATE <br />0 <br />CHAIN LINK FENCE <br />0 <br />