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Home My WebLink AboutCON-102NTo T� ,,,)na s moo 4 O`er ry� ?p IP NOW OR FORMERLY TOWN OF LEXINGTON �Al k Fl FL ANON- STREET - 50' WIDE) s 2"IR . N -- _197.7 P91. ji + 119. 8' ± X2.7 ` } '19z / BENCHMARK: CONC. ! NOTE: J NO TESTS WERE LOCATED F93 /Q __ IN OCTOBER 1992 j Q / r _ /f NOW OR FORMERLY - &x1STING TOWN OF LEXINGTON \ DRYWELL f IIgh - -\ r r / +/ 95.6 r + - - - - - - ` - - - - - - - f/ 1a� D. H. FOUND D.N. FOUND 96 50.70 __ &XIS77NG STONE WALL NOW OR FORMERLY (TYPICAL)- KE -CHIEH AND TERESA CHU OWN APPLICANT.• RONALD K. & NANCY P. GOLD 68 GARFIELD STREET LEXINGTON, MASSACHUSETTS LAND COURT PLAN No 22794 B* CER77FICA7E OF T RE No 174745* * DOCUMENTS RECORDED AT 7HE MIDDLESEX SOUTH REGISTRY OF DEEDS 0 Z) Q 2 W R EDG DATW Lq i 180.0 NOT T9 SCALE I A 100' BUFFER LINE FROM EDGE OF WETLAND O \ 792.3 b i 1 NOW OR FORMERLY TOWN OF LEXINGTON Q \ 794.6 194.7 794.9 1 1 794. EXISTING 1 112 STORY WOOD FRAMED DWELLING F.F.F.= 196.8' pNGi GAS METER ELECTRIC METER �\ - 195.1 9,3.85' m *F/4 WF�5 wytp NOW OR FORMERLY Ak TOWN OF LEXINGTON AL AL 39L AL NOW OR FORMERLY TOWN OF LEXINGTON NOW OR FORMERLY TOWN OF LEXINGTON j IYF RIP -RAP ff J o WFifZ . RASS SMH2 1 22 RIM ELEV.- 790.21 N+F¢'6 v f :. �190 j 1192.1 L9 /�y d /T� T �/ THE PARFIELD N� €RT 783.96 - 39 f 79 RtMLEV= 19298` ( IVATE - 50' WIDE) 5' WIDE DRAINAGE SWAL -,� / / N ART= 779.08 /U ER CONSTRUCTION ?a9 -'- ' `'`� -`""'r / B!(I l ) :5 -"� 190.1 - -"`__' � --'" ,� � G4NC::. 197 5 . 190.0 189.7 189.8 197 3 : : 190.6 790.4 BIT. CONC. BERM : : 190 3. " : 130 S- f ,790;9 2 + :: W: W r _ WV W- : -� W : W = - t� 7928 W �.7- ^ G. - -1 - -- ^: W _ -fir. W" l-- G7- 1 G;--- 9 9 791..6: � 0f1 Ij#� Of 7 t W - 92. C NC`s 790:7: 0 190,1: 2100 -- �L 7-7-7 O 1t00 191,2 " : _ 1 +Q 2 - 7}2. SFORMER -a: : 190;7 797.1 _ Co G. :�1904�: Q� :-- . - :� :! :1 � :89.3�.".�.._ � 790 ;2�: 190.5 190.4.: � 2..3 1t t - . .PAD 189 8 18 .6 T TE 0 6 .E TE " 9-- E" TE TE T TE TE TE TE 7E 7E T 191 DH T U P.#109/9 790.4 ELECTRIC 7 - �; :cS�NG_ ( S 189.7 ELECTRIC b SEWER SEE NOTE 7 ,3 6x6" C.B. J G `" " - BENCHMARK: 6x6 STONE W D.N. + i�90 :9 \\ 790"6 / 190.1 BND, W /DRILL HOLE FND. G I 1 0 s B T W. CORNER ELEV.= 192.24 ZO*5'A, R= 20.00' CONC. : NOW OR FORMERLY ,� Qw L =22.36' DAVID A. ROBERTS W 2 / 5i ' NOW OR FORMERLY lk W SUBHASH & KASTURI GUPTA \ \ r \ 100 BUFFER LINE ' lszo FROM EDGE OF WETLAND o o p 197.1 \ 97.8 GRAVEL 5 ✓ ORIV£ SS SEWER SERVICE \ . 1.5 �� ' WS WATER SERVICE O 35 \ jib 19Y.9 . 197 4 1' BUFFER LINE N <-" S SEWER LINE 131. WATER LINE I 793: 191 7. SHED / QS SEWER MANHOLE PL4N g WATER SERVICE 1g1" 7 / NOW OR FORMERLY ( GAS SERVICE x'791.9 / HARRIET MANN GRAPHIC SCALE HYDRANT � 192.1 -__ 194. �b \ l A. 314" D.H. `s\ FOUND 6' HIGH WOOD FENCE L l A - -- 26.773Y S.F. 105.62' - ❑ o NOW OR FORMERLY FREDERICK M. DISTEFANO, JR. 5/8' LR. SET W/ CAP 0:3' A.G. FEET 20 METERS D SCALE: l--20' 10 20 O 'o rn u 2 4+00 3 +00 2 +00 1 +00 0 +00 + 189:6 SPOT ELEVATION 180 - - -- CONTOUR .. EDGE OF WETLANDS (=K=X=X=X=X=XDC> STONE WALL (� 81T CONC. BITUMINOUS CONCRETE BITUMINOUS CONCRETE AREA 30 CENTER LINE OF PAVEMENT o FENCE D.H. DRILL HOLE C.B. CONCRETE BOUND A. G. ABOVE GRADE TE TELEPHONE AND ELECTRIC SERVICE 1. TOPOGRAPHIC DETAIL AND SURFACE FEATURES DEPICTED ARE BASED ON A FIELD SURVEY BY MERIDIAN ENGINEERING, INC. (MEI) ON OCTOBER 21 & 23, 1992 2. ZONING DISTRICT IS RS. 3. ELEVA77ONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. STAR77NG BENCHMARK: SOUTHWEST CORNER OF STONE BOUND ELEVA7ON = 19224 AS SHOWN ON TOWN OF LEXINGTON ENGINEERING PLAN EN717LED STREET CONSTRUCTION, GARFIELD STREET, DATED FEB. 13, 1984. 4. THE LOCATION OF ALL UNDERGROUND UTLITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1 -800- 322 -4844, 5. SUBJECT PROPERTY 1S SHOWN AS PARCEL 73A ON LEXINGTON ASSESSOR'S MAP 65. 6. BORDERING VEGETATED WETLANDS DEMARCATED BY LEL1TO ENVIRONMENTAL CONSULTANTS ON JANUARY 13, 1992, JUNE 22, 1993, & AUGUST 16, 1993 & SUBSEQUENTLY APPROVED BY THE LEXINGTON CONSERVATION COMMISSION (SEE ORDER OF CONDITIONS ISSUED BY THE TOWN OF LEXINGTON CONSERVATION COMMISSION ON MAY 11, 1994.) Z THE EXACT LOCA77ON OF GAS MAIN IS UNKNOWN THE LOCATION OF 7HE GAS MAIN DEPICTED ON THIS PLAN HAS BEEN APPROXIMATED BASED ON GAS MAIN PLANS ON RECORD AT 7HE BOSTON GAS COMPANY AND FIELD OBSERVATIONS BY MR. RONALD GOLD. DWG. No. 2176ASBT w� ! I -(Z' �1 O EXISTINNG SEWER ii `+f;- O F J ffhl) EXIST tit u= x8? 45 /N /" PRO - r t tI1.18136 f J ') EXIST NOW OR FORMERLY TOWN OF LEXINGTON NOW OR FORMERLY TOWN OF LEXINGTON j IYF RIP -RAP ff J o WFifZ . RASS SMH2 1 22 RIM ELEV.- 790.21 N+F¢'6 v f :. �190 j 1192.1 L9 /�y d /T� T �/ THE PARFIELD N� €RT 783.96 - 39 f 79 RtMLEV= 19298` ( IVATE - 50' WIDE) 5' WIDE DRAINAGE SWAL -,� / / N ART= 779.08 /U ER CONSTRUCTION ?a9 -'- ' `'`� -`""'r / B!(I l ) :5 -"� 190.1 - -"`__' � --'" ,� � G4NC::. 197 5 . 190.0 189.7 189.8 197 3 : : 190.6 790.4 BIT. CONC. BERM : : 190 3. " : 130 S- f ,790;9 2 + :: W: W r _ WV W- : -� W : W = - t� 7928 W �.7- ^ G. - -1 - -- ^: W _ -fir. W" l-- G7- 1 G;--- 9 9 791..6: � 0f1 Ij#� Of 7 t W - 92. C NC`s 790:7: 0 190,1: 2100 -- �L 7-7-7 O 1t00 191,2 " : _ 1 +Q 2 - 7}2. SFORMER -a: : 190;7 797.1 _ Co G. :�1904�: Q� :-- . - :� :! :1 � :89.3�.".�.._ � 790 ;2�: 190.5 190.4.: � 2..3 1t t - . .PAD 189 8 18 .6 T TE 0 6 .E TE " 9-- E" TE TE T TE TE TE TE 7E 7E T 191 DH T U P.#109/9 790.4 ELECTRIC 7 - �; :cS�NG_ ( S 189.7 ELECTRIC b SEWER SEE NOTE 7 ,3 6x6" C.B. J G `" " - BENCHMARK: 6x6 STONE W D.N. + i�90 :9 \\ 790"6 / 190.1 BND, W /DRILL HOLE FND. G I 1 0 s B T W. CORNER ELEV.= 192.24 ZO*5'A, R= 20.00' CONC. : NOW OR FORMERLY ,� Qw L =22.36' DAVID A. ROBERTS W 2 / 5i ' NOW OR FORMERLY lk W SUBHASH & KASTURI GUPTA \ \ r \ 100 BUFFER LINE ' lszo FROM EDGE OF WETLAND o o p 197.1 \ 97.8 GRAVEL 5 ✓ ORIV£ SS SEWER SERVICE \ . 1.5 �� ' WS WATER SERVICE O 35 \ jib 19Y.9 . 197 4 1' BUFFER LINE N <-" S SEWER LINE 131. WATER LINE I 793: 191 7. SHED / QS SEWER MANHOLE PL4N g WATER SERVICE 1g1" 7 / NOW OR FORMERLY ( GAS SERVICE x'791.9 / HARRIET MANN GRAPHIC SCALE HYDRANT � 192.1 -__ 194. �b \ l A. 314" D.H. `s\ FOUND 6' HIGH WOOD FENCE L l A - -- 26.773Y S.F. 105.62' - ❑ o NOW OR FORMERLY FREDERICK M. DISTEFANO, JR. 5/8' LR. SET W/ CAP 0:3' A.G. FEET 20 METERS D SCALE: l--20' 10 20 O 'o rn u 2 4+00 3 +00 2 +00 1 +00 0 +00 + 189:6 SPOT ELEVATION 180 - - -- CONTOUR .. EDGE OF WETLANDS (=K=X=X=X=X=XDC> STONE WALL (� 81T CONC. BITUMINOUS CONCRETE BITUMINOUS CONCRETE AREA 30 CENTER LINE OF PAVEMENT o FENCE D.H. DRILL HOLE C.B. CONCRETE BOUND A. G. ABOVE GRADE TE TELEPHONE AND ELECTRIC SERVICE 1. TOPOGRAPHIC DETAIL AND SURFACE FEATURES DEPICTED ARE BASED ON A FIELD SURVEY BY MERIDIAN ENGINEERING, INC. (MEI) ON OCTOBER 21 & 23, 1992 2. ZONING DISTRICT IS RS. 3. ELEVA77ONS ARE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. STAR77NG BENCHMARK: SOUTHWEST CORNER OF STONE BOUND ELEVA7ON = 19224 AS SHOWN ON TOWN OF LEXINGTON ENGINEERING PLAN EN717LED STREET CONSTRUCTION, GARFIELD STREET, DATED FEB. 13, 1984. 4. THE LOCATION OF ALL UNDERGROUND UTLITIES SHOWN ARE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1 -800- 322 -4844, 5. SUBJECT PROPERTY 1S SHOWN AS PARCEL 73A ON LEXINGTON ASSESSOR'S MAP 65. 6. BORDERING VEGETATED WETLANDS DEMARCATED BY LEL1TO ENVIRONMENTAL CONSULTANTS ON JANUARY 13, 1992, JUNE 22, 1993, & AUGUST 16, 1993 & SUBSEQUENTLY APPROVED BY THE LEXINGTON CONSERVATION COMMISSION (SEE ORDER OF CONDITIONS ISSUED BY THE TOWN OF LEXINGTON CONSERVATION COMMISSION ON MAY 11, 1994.) Z THE EXACT LOCA77ON OF GAS MAIN IS UNKNOWN THE LOCATION OF 7HE GAS MAIN DEPICTED ON THIS PLAN HAS BEEN APPROXIMATED BASED ON GAS MAIN PLANS ON RECORD AT 7HE BOSTON GAS COMPANY AND FIELD OBSERVATIONS BY MR. RONALD GOLD. DWG. No. 2176ASBT