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■ <br />ASH I N I IV) STREET t 1 <br />ti <br />GARFIELD i STREET P a � <br />rHICKORY <br />S7 Er EDGE OF BORDERING � <br />BLINN ci4 �° VEGETATED WE7LANDS (TYP.) \ <br />ROAd IUS ROAD I <br />LOWS P� i � '� APPROXIMATE LOCATION OF PRIVATE, UNACCEPTED <br />0 1v (SEE NOTE #7 ON SHEET NO. • 1 OF 12) \ / �, ' 20 <br />PORTION OF GARFIELD STREET BASED ON THE <br />KIMBALL ROAD v TOWN OF LEXINGTON ZONING MAP AND MOST <br />189 _ ^{ �``%�t�`` _ 1 \\ RECENT LIST OF ACCEPTED AND UNACCEPTED STREETS to t,i <br />LOWS AtAP � { �� (� � - � \ ( \ 14 - 4 ° �� <br />NOT TO SCALE 1 V �.- <br />\ NOW OR FORMERLY <br />234 ,?IVV _ - 1 4 TOWN OF LEXINGTON V vos <br />EXISTING DITCH <br />B i <br />fig\ <br />NOW OR <br />TOWN OF <br />i <br />194 <br />co <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />12 <br />796,1,96.2 <br />��.EX /STING STONE Wei <br />- rTPPICAZ�- <br />If DECLARE, TO THE BEST OF MY PROFESSIONAL <br />KNOWLEDGE, INFORMA770N, AND BELIEF, THAT <br />THIS PLAN WAS PREPARED IN ACCORDANCE <br />WITH THE RULES AND REGULATIONS OF THE <br />REGIS7ERSS OF DEEDS <br />FOR MERIDIAN ENGINEERING, INC. DA 7E <br />W /DRILL HOLE FND. <br />�l 1 KC. <br />�-/Lc <br />S zh <br />" N61 54 00 "E <br />i /7 <br />195.3 <br />`STING—,i7 WIDE PATH, <br />50.70' <br />S6179'30 "W <br />NOW OR FORMERLY A <br />KE -CH /EH AND <br />TERESA CHU <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />( �? 'NOW OR FORMERLY <br />TOWN OF LEXINGTO/ <br />�F -6UY WIRE - OHW — <br />250.00 Z+ 4 <br />/ ^ `77�0 16 <br />,t9l.7 <br />LOT A <br />IQ <br />ARZA <br />7P#1 <br />93.85' <br />S6 <br />196.8 <br />0 <br />+ 192.3 <br />®2 \ \\\��11i, + 192. <br />+ 193:3 <br />O =i <br />6' HIGH WOOD FENCE <br />NOW OR FORMERLY <br />FREDERICK M. DIS7EFANO, JR. <br />"THIS PLAN IS SUBJECT TO A COVENANT DATEDQGT ?,j49Z" <br />"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED AV *S,14ft <br />"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED <br />APPROVED BY <br />REM O= <br />- LAND COURT CASE 22794 <br />- CERTIFICATE No. 195427 <br />12r N <br />7 <br />BITUMINOUS WOOD <br />CONCRETE PORCH <br />DRIVEWAY <br />+ 188.5 <br />.ND OF EXiSTINi <br />6" WATER MAIN <br />EXISTING <br />1 STORY WOOD <br />FRAME HOUSE <br />#64 GARFIELD <br />STREET <br />a <br />f <br />NOW OR FORMERLY <br />HARRIET MANN I <br />m <br />X05.62' 197.0 <br />562 42'20 "W � <br />NO r M <br />1. TOPOGRAPHIC DETAIL AND SURFACE FEATURES DEPICTED ARE BASED ON A FIELD <br />SURVEY BY MERIDIAN ENGINEERING, INC. (MEI) ON JANUARY 2, 8, & 13 1992. <br />2 ZONING DISTRICT IS RS. <br />3• ELEVATIONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. <br />STARTING BENCHMARK. • SOUTHWEST CORNER OF STONE BOUND ELEVATION = 19224 <br />AS SHOWN ON TOWN OF LEXINGTON ENGINEERING PLAN EN777LED "STREET <br />CONSTRUCTION, GARFIELD STREET, DATED FEBRUARY 13, 1984. <br />4• FOR TITLE TO THE SUBJECT PROPERTY, SEE CERTIFICATE No. 195427 AT THE LAND COURT <br />REGISTRATION OFFICE (MIDDLESEX SOUTH REGISTRY OF DEEDS). <br />5. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE <br />AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA770N OF <br />PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY <br />NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT <br />DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, <br />SHALL VERIFY THE LOCATION OF ALL U77LI77ES AND CONTACT DIG SAFE <br />AT 1 -800- 322 -4844. <br />6. SUBJECT PROPERTY IS SHOWN AS PARCEL 73A ON LEXINGTON ASSESSOR'S MAP 65. <br />7. BORDERING VEGETATED WETLANDS DEMARCATED BY LELITO ENVIRONMENTAL <br />CONSULTANTS ON JANUARY 13, 1992, JUNE 22, 1993, & AUWST 16, 1993 & SUBSEQUENTLY <br />APPROVED BY THE LEXINGTON CONSERVATION COMMISSION (SEE ORDER OF CONDITIONS <br />ISSUED BY THE TOWN OF LEXINGTON CONSERVATION COMMISSION ON MAY 11, 1994). <br />8. THE PROPERTY LINES DEPICTED ON THIS PLAN HAVE BEEN COMPILED FROM THE <br />MOST RECENT DEEDS AND PLANS OF RECORD. A BOUNDARY REIRACEMENT <br />SURVEY HAS NOT BEEN PERFORMED BY MET. <br />No. 21 <br />NO. I DATE <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />NOW OR FORMERLY <br />DAVID A. ROBERTS <br />6" CLDI <br />N61 <br />3 <br />zo <br />CONCRETE VAULT <br />W/ WATER BUBBLER <br />V� <br />l <br />NOW OR FORMERLY <br />SUSHASH & KASTURI GUPTA <br />0 EXISTING SEWER MANHOLE <br />4 EXISTING UTILITY POLE <br />O EXISTING FIRE HYDRANT <br />S EXISTING SEWER MAIN <br />W EXISTING WATER MAIN <br />OHW EXISTING OVERHEAD WIRES <br />— —152 — — EXISTING CONTOUR <br />EXISTING CONIFEROUS TREE <br />EXISTING DECIDUOUS TREE <br />EXISTING DITCH <br />EXISTING GRAVEL ROAD <br />AL AL AL EDGE OF BORDERING <br />VEGETATED WETLANDS (SEE N07F 7) <br />8 7P/r2 7EST PIT 12 <br />OWNER OF RECORD /APPLICANT: <br />RONALD K. GOLD <br />NANCY P. GOLD <br />17 MALBERT ROAD <br />BRIGHTON, MA 02135 -2618 <br />REWS SONS <br />DESCRIP77ON <br />BY I CHK'0 <br />HL'E ��- 192.:4 . <br />t 4 ING <br />SEWER MANHOLE <br />RIM= 192.97 <br />INV. (OUT) 178.90 <br />IN V. (IN)= 179.07 <br />(FROM GARFIELD ST <br />CURRENTL Y PLUGGED) <br />(� 193.1 1 <br />rC� <br />y1 <br />0 <br />U <br />m <br />193.2 <br />I,I�AA- iCLERK OF THE TOWN OF <br />LEXINGTON, MASSACHUSETTS H REBY CERTIFY THAT 7HE TOT <br />OF <br />APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS <br />BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE <br />OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER <br />SUCH RECEIPT AND RECORDING OF SAID NOTICE. <br />T&W CLERK <br />FEET 20 0 <br />METERS 0 5 10 20 40 <br />DEFINITIVE SUBDIWSION <br />RECORD CONDITIONS PLAN <br />�. J��tS LOCATED IN <br />140tY Uw_� ... LFXl)V6 r6p)1 &J4SS.4CffbrASTTTA5' <br />' s <br />E � (X.IIl11l�FSlX c ©t��v�i� <br />lb. 34776 <br />civil 6W)M 1sLAV STRFffT JT1XTEWSIOW <br />A COmMYTIl1 UL sbr8aIf'ISION <br />SCALE. • 1 "= 2fl' DATE. MARCH 17, 1995 <br />T I <br />Alm M E R 1 D A N <br />ENGINE RRING, INC. <br />100 CORPORATE PLACE, SUITE 103 <br />PEABODY, MASSACHUSETTS 01960 <br />TELEPHONE: (508) 535 -7328 <br />SHEET No. 1 OF 1� PR ©JECT No. 2176 <br />Ayr 2 if's <br />DA 7E <br />GRAPHIC SCALE <br />SCALE. 1 " =20' <br />