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