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CONSTRUCTION <br />RA <br />0 <br />�v <br />�ryry <br />\�� VQ <br />fey <br />fey <br />EXISTING DITCH <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />ti <br />100' BUFFER LINE <br />FROM EDGE OF ` <br />WETLAND <br />GARFIELD , S T REE T J <br />WF#2 AL <br />WF- #i I <br />AL 1 <br />EDGE OF BORDERING WF3 <br />VE1m 7E0 WETLANDS (TYP.) ALL ' <br />(SEE NOT£ r ON SHEET NO. 1 OF 12) AL <br />�W'F#4 AIL <br />Iilc <br />NOW OR FORMERLY #5 WFef10 <br />TOWN OF LEXINGTON NOW OR FORMERL Y <br />A, TOWN OF LEXINGTON <br />(NON- STREET - 50 W10E) / <br />N6145'00 "E <br />50.Dt7` <br />EXISTING U77LITY POLE <br />C7 <br />EXISTING FIRE HYDRANT <br />Is <br />PROPOSED FIRE HYDRANT <br />S <br />EXISTING SEWER MAIN <br />NOW OR FORMERLY <br />EXIS77NG WATER MAIN <br />o11W <br />EXISTING OVERHEAD WIRES <br />TOWN OF LEXINGTON <br />BEN MARK: 6— 6 CONC. <br />BOUND <br />REMAINS OF OLD <br />` <br />I <br />W /DRILL HOLE FND. <br />STONE FOUNDATION <br />PROPOSED UNDERGROUND TELEPHONE, <br />/ <br />0.9' A.G. ELEV. =192. 00 <br />TO 9E REMOVED <br />PROPOSED CONTOUR <br />.40 <br />PROPOSED LIGHT <br />® <br />EXIST DITCH <br />0 <br />EXIS71NG GRAVEL ROAD <br />PROPOSED BITUMINOUS CONCRETE ROAD <br />I! <br />PROPOSED 4' <br />MITE PATH . / ' ax`o °' E !_ - Mt'1GNQ�C <br />O'k <br />1� <br />PROPOSED 15'x15' <br />LEACHING DRYNELZ' t <br />SOT EL-191. <br />j1� t 50.70' L "� J 93.85' <br />EXIS77NG STONE WALL <br />(TYPICAL) <br />S6179 30 "W <br />NOW OR FORMERLY <br />KE -CH /EH AND <br />TERESA CHU <br />o — <br />6' HIGH WOOD FENCE <br />NOW OR FORMERLY <br />FREDERICK M. DIS7EFANO, JR. <br />e • <br />• eel. ��� <br />s �i �wu ll0 <br />� <br />-- S =S 8" PiC <br />Y4d�- <br />_ —TEC- <br />quommem <br />a <br />105.62' <br />S62 42'20 "W <br />o '`FFF.R LINE <br />I 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 />REGISTERS OF DEEDS "THIS PLAN IS SUBJECT TO A COVENANT DATED ftri <br />� 7 -opS'lr1", "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED <br />FOR MERIDIAN ENGINEERING, INC. DA 7E "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED <br />APPROVED BY <br />ERK OF THE TOWN OF <br />LEXINGTON, MASSACHUSETTS HE EBY CERTIFY THAT THE NOTICE 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 />*Aj VOW CLERK DA <br />BITUMINOUS <br />CONCRETE <br />DRIVEWAY I <br />W <br />Lq ( W� <br />W <br />- g� <br />CC � <br />END OF EXISTING <br />6" WATER MAIN- <br />PRO <br />SPOSE�� <br />GRAS <br />SWALE <br />PORCH <br />EXISTING <br />1 STORY WOOD <br />FRAME HOUSE <br />#64 GARF <br />STREET,ELD <br />Q e ,•' <br />NOW OR FORMERLY <br />HARRIET MANN` <br />LaiEXIS77NG <br />SHED <br />a <br />DWG No. 21 <br />APPROXIMATE LOCATION OF PRIVATE, UNACCEPTED <br />PORTION OF GARFIELD STREET BASED ON THE <br />TOWN OF LEXINGTON ZONING MAP AND MOST <br />RECENT LIST OF ACCEPTED AND UNACCEPTED STRE <br />S _-- S— <br />�7E0- _7F0_ 1EC- <br />- RELOCA7E EXISTING <br />HYDRANT <br />100' BUFFER LINE <br />FROM EDGE OF WETLAN <br />-ors <br />' NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />1 <br />SERVICE SERVICE <br />(TYPICAL)/ �(7-P /CAL) <br />INOW OR FORMERLY <br />/ DAVID A. ROBERIS <br />�I <br />ti <br />c" <br />�X <br />v <br />�O <br />2O <br />S /� S /� S <br />TED- —7ED- <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />CONCRETE VAUL T <br />W/ WATER BUBBLER <br />6"W WOOD <br />POSTS — <br />V <br />VD. W /DRILL HOLE FND. <br />W CORNER ELEV. =192: <br />NOW OR FORMERLY <br />SUBHASH & KASTURI GUPTA <br />LEGEND. <br />SMHO <br />EXISTING SEWER MANHOLE <br />EXISTING U77LITY POLE <br />C7 <br />EXISTING FIRE HYDRANT <br />Is <br />PROPOSED FIRE HYDRANT <br />S <br />EXISTING SEWER MAIN <br />W <br />EXIS77NG WATER MAIN <br />o11W <br />EXISTING OVERHEAD WIRES <br />— —152— — <br />EXISTING CONTOUR <br />S <br />PROPOSED SEWER <br />W <br />PROPOSED WATER MAIN <br />7EC <br />PROPOSED UNDERGROUND TELEPHONE, <br />ELECTRIC & CABLE <br />189 <br />PROPOSED CONTOUR <br />.40 <br />PROPOSED LIGHT <br />® <br />EXIST DITCH <br />0 <br />EXIS71NG GRAVEL ROAD <br />PROPOSED BITUMINOUS CONCRETE ROAD <br />AL AL AL <br />APPROXIMATE EDGE OF BORDERING <br />VEGETATED WETLANDS <br />(89X00 <br />PROPOSED SPOT ELEVATION <br />F.F.F. <br />FINISHED FIRST FLOOR <br />PROPOSED BITUMINOUS CONCRETE BERM <br />PROPOSED GRASS SWALE <br />PROPOSED RIPRAP <br />FEET 2, <br />M <br />METERS 0 <br />OWNER OF RECORD/APPLICANT.- <br />RONALD K. GOLD <br />NANCY P. GOLD 1, . <br />17 MALBERT ROAD re:7 �`?" °`BRIGHTON, MA 02135 -2618 REVISIONS <br />/1 <br />1 7125195 16' N10£ PAVEMENT KPF REW <br />NO. DATE DESCRIPTION BY CHK'D <br />#109/9 <br />EXISTING —� <br />SEWER MANHOLE <br />RIM =192.97 <br />INV (OUT) = 178.90 <br />INV.(1N)= 179.07 <br />(FROM GARFIELD ST. <br />CURRENTLY PLUGGED) <br />h <br />Te <br />/ EXIST 5' BIT. CONC SIDEWALK <br />)UBLIC -50' WDE) <br />-W— <br />4" STL GAS L <br />G <br />l) <br />c� ~ <br />rl^� <br />v 1 e <br />v <br />A{� V <br />4 <br />SEE SHEET 1 OF 12 FOR NOTES <br />GRAPHIC SCALE <br />SCALE. 1 " =20' <br />0 10 20 40 <br />5 1D 20 <br />40 <br />DEFINITIVE SUBDIVISION <br />UTIMTY PLAN <br />LOCATED IN <br />LffXI1V49Tl7N jlA4SS4Cff[ul5�s.�'TS <br />rAflPPLArSffX COM ) <br />6URFIrLiV ,S'TRfFT rXT1f1VSIia)V <br />iCiflNyrNTf+QN4L S118JOV VISI©N <br />SCALE. • 1 •'= 20'' DATE. MARCH 17, 1995 <br />.. MERIDIAN <br />9NGINIZRING• INC. <br />l4low 100 CORPORATE PLACE, SUITE 103 <br />PEABODY, MASSACHUSETTS 01960 <br />TELEPHONE: (508) 535 -7328 <br />SHEET No. 6 (?F 12 PROJECT No. 2178 <br />