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<br />,V
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<br />NOW OR FORMERLY
<br />TOWN OF LEXINGTON
<br />EXISTING DITCH
<br />AR.FIE
<br />W- ,STREET - 510' W9DE)
<br />g1
<br />NOW OR
<br />TOWN OF
<br />7
<br />194
<br />oa•
<br />1
<br />12'4 —
<br />1961
<br />`__QOSTING STONE W9LL
<br />(TYPICAL)
<br />0 -_
<br />I DECLARE, TO THE BEST OF MY PROFESSIONAL
<br />KNOWLEDGE, INFORMA'770N, AND BELIEF, THAT
<br />THIS PLAN WAS PREPARED IN ACCORDANCE
<br />WITH THE RULES AND REGULATIONS OF THE
<br />REGISTERS OF DEEDS.
<br />189
<br />IND W /DR /LL HOLE FND.�
<br />' A.G ELEK =19200
<br />44 W
<br />Will
<br />gZ
<br />ILI 44
<br />EDGE OF BORDERING � w" ; I
<br />VEGETATED WETLANDS (TYP.) ' \ AL
<br />(5E'£ NOTE 17 ON SHEET NO, 1 OF 12) \ t \'�`
<br />188 \
<br />_ / \
<br />NOW OR FORMERLY �! (I \O t '
<br />� \ �g'1 SNOW OR FORMERLY
<br />TOWN OF LEXINGTON ! 4" I I 11 TOWN OF LEXINGTON t '
<br />2 �
<br />/� 8' END OF EXISTING _�
<br />7N� DEET 6" WATER MAIN
<br />100' BUFFER LINE
<br />f EDGE OF
<br />ETL (7-/
<br />! WETLAND , VV
<br />„ • i
<br />Y/ •i 2
<br />• �- PRIMARILY MATURE'--
<br />OAK & BEECH TREES \ \\
<br />• \7-
<br />i 7P #1 •
<br />7NI,
<br />9_�L OF 4
<br />TP,/2 • /
<br />PRIMARtLY MATURE
<br />OAK &�E£II lREI
<br />--
<br />•
<br />ISTING 4' WIDE PATH,T� = --��
<br />EXISTING SEWER MANHOLE
<br />APPROVED BY-
<br />MGM PLANNING 8 ARD
<br />p
<br />EXIS77NG UTILITY POLE
<br />50..70'
<br />93.85'
<br />\
<br />I
<br />s
<br />EXIS77NG SEWER MAIN
<br />W
<br />S6179'30 "W
<br />S643T10 7W
<br />oHW
<br />EXIS77NG OVERHEAD WIRES
<br />NOW OR FORM Y
<br />°--
<br />�
<br />K£ -C HlEH AND
<br />6' NIGH WOOD FENCE
<br />EXIS77NG CONIFEROUS TREE
<br />7ERESA CHU
<br />EXIS71NG DECIDUOUS TREE
<br />V—t-212r
<br />INC. DA IF
<br />CONST RUCTION
<br />NOW OR FORMERLY
<br />FREDERICK M. DISTEFANO, JR.
<br />"THIS PLAN IS SUBJECT TO A COVENANT DATED
<br />"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED "_4.tV _4l i'
<br />"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED " _ "
<br />„ (4
<br />s \
<br />S62 42'20 W
<br />EXISTING
<br />1 STORY WOOD
<br />FRAME HOUSE
<br />164 GARFIELD
<br />S7REET
<br />g
<br />� t
<br />1
<br />NOW OR FORMERL 1
<br />-,\,HARRIET MANN
<br />EXISTING I
<br />SHED I
<br />— APPROXIMATE LOCATION OF PR /VATS, U"' ^ ^`^T�^
<br />r POR77ON OF GARFIELD STREET BASED C
<br />TOWN OF LEXINGTON ZONING MAP AND
<br />RECENT UST OF ACCEPTED AND UNACC
<br />mi
<br />1 NOW OR FORMERLY
<br />TOWN OF LEXINGTON
<br />6" CLDI
<br />0
<br />100' BUFFER LINE ° r J
<br />FROM EDGE OF WETLAND t_-j
<br />i
<br />W.
<br />- EXISTING i
<br />VEGETA TION ; l
<br />LINE
<br />NOW OR FORMERLY
<br />SUBHASH & KASTUR/ GUPTA
<br />I. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING— NOT SIIED
<br />AS FLOOD HAZARD AREAS) AS DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON,
<br />MASSACHUSETTS, COMMUNITY PANEL No. 250198 0005 C, DATED SEPTEMBER 30, 1983.
<br />2. BASED UPON NUMEROUS S17£ INSPECTIONS PERFORMED BY MERIDIAN ENGINEERING, INC., THERE
<br />WERE NO W57BLE LEDGE OUTCROPPINGS FOUND ON THE SUBJECT PROPERTY.
<br />J. THE LOCA77ON OF ALL UNDERGROUND UTILITIES MOWN ARE APPROXIMA7EAND ARE BASED UPON
<br />A PARTIAL FIELD SURVEY AND COMPILA7701V OF PLANS OF RECORD. MERIDIAN ENGINEERING,
<br />INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA7701V OF ALL U77LI77ES DEPICTED
<br />OR NOT 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 />4. SOIL CLASSIFICATIONS & DESCRIPTIONS WERE DERIVED FROM THE MIDDLESEX COUTNY
<br />MASSACHUSETTS INTERIM SOIL SURVEY REPORT, SECOND ED17701V.
<br />5. CLOSEST POSSIBLE SOURCE OF NOSE WHICH MAY BE PERCEIVED AT THE S17E IS ROUTE 128.
<br />6. VIEWS ARE LIMITED DUE TO WOODED CHARACTER OF SURROUNDING LAND.
<br />Z SLOPES OF 15X AND GREATER DO NOT OCCUR ON THE SITE
<br />8. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING — NOT C17ED
<br />NOW OR FORMERLY
<br />TOWN OF LEXINGTON
<br />CONCRETE VAULT
<br />W/ WATER BUBBLER
<br />a \ I'97
<br />6 x6l-
<br />POSTS
<br />h
<br />EXIST 5' BIT. CONC. SIDEWALK
<br />STRFTT
<br />PUBLfC -50' W10E,'a
<br />G W—
<br />G 4" STL GAS Ll
<br />m
<br />HOLE�6IGD.
<br />ZE .- 192.24 4
<br />E /NG
<br />SE &4 OLE
<br />RIM 192.97
<br />INV. (OUT) = 178.90
<br />INV. (IN)= 779:07
<br />(FROM GARFIELD ST.
<br />CURRENTLY PLUGGED)
<br />ck
<br />Q
<br />J
<br />O
<br />V j
<br />4
<br />1 CLERK OF THE TO*?4 OF
<br />Al
<br />LEXINGTON, MASSACHUSETTS HEREBY CERTtFY THAT THE NO77CE OF
<br />APPROVAL OF THIS P Y
<br />L AN B 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 N077CE '
<br />AS FLOOD HAZARD AREAS) AS DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON GRAPHIC SCALE
<br />MASSACHUSETTS, COMMUNITY PANEL No 250198 0005 C, DATED SEPTEMBER 30, 1983. SCALE: 1"=20'
<br />9. BASED UPON THE 1NFORMA770N AVAILABLE TO MERIDIAN ENGINEERING, INC., THERE ARE NO
<br />KNOWN HISTORICALLY OR ARCHITECTURALLY S/GN/F7CANT STRUCTURES ON OR ADJACENT TO 7HE FEET 20 0 10 20 40 80
<br />SUBJECT PROPERTY
<br />TO. SEE SHEET 1 OF 12 FOR ADD177ONAL NOTES METERS 0 5 10 20 40
<br />SOIL DE'SCR 77ON6S:
<br />263 - *00O RIDGE -URBAN LAND CaWPLEX
<br />CONSISTS OF GENTLY SLOPING. TO STEEP, DEEP (5+ FT)'MODERA TEL Y WELL DRAINED
<br />WOODBRIDGE SOILS AND AREAS OF URBAN LAND. ALTHOUGH URBAN DEVELOPMENT HAS
<br />ALTERED THE SOILS AND LANDSCAPES IN THESE AREAS, THE SOIL CAN BE IDEN77FIED
<br />AT WIDELY SEP£RA7ED POINTS AND THE GENERAL NATURE OF THE AREA CAN BE DETERMINED.
<br />BROAD DELINEATIONS ARE MADE ON THE MAP. THIS MAP UNIT CONSISTS OF ABOUT 75 PERCENT
<br />WOODBRIDGE' AND SIMILAR SOILS AND AT LEAST 25 PERCENT URBAN LAND AND 07HER
<br />DISTURBED AREAS URBAN LAND CONSISTS OF STREETS, PARKING LOTS, BUILDINGS AND OTHER
<br />STRUCTURES. FOR INFORMA77ON ON PAXTON SOILS, SEE "PAXTON" SERIES DESCRIPTION.
<br />SOIL LOGS:
<br />77'jt TP12
<br />0'— 24" TOP & SUBSOIL 0" — 24" TOP & SUBSOIL
<br />24" - 84" SANDY GRAVEL 24" - 84" SANDY GRAVEL
<br />GROUND WATER 0 36" GROUND WATER O 36"
<br />DWG No. 2176ANL
<br />DATE
<br />OWNER OF RECORD /APPLICANT
<br />RONALD K. GOLD
<br />NANCY P. GOLD
<br />17 MALBERT ROAD
<br />BRIGHTON, MA 02135 -2618
<br />R"WONS
<br />BY i CHK'D
<br />DEFINITIVE SUBDIVISION
<br />SITE AX.ALED rl +T r PLAN r � r
<br />LffX1) Vl 0)►1 A1Y�7r�74CHI ST l it7
<br />R(chaME �' (AflfllllSX C ®iINTY.
<br />Wain, Jr
<br />N0.34 ?Ti
<br />�,v Civil 614RFf ifR ST ?fA7T ffXTffAr,S1 )V
<br />CONYdc'N MUM S118IIVYISION
<br />SCALE. 1 "= 20' DATE: LARCH 17, 1995
<br />LARSON ASSOCIATES INC.
<br />"NRSCAPB ARCBIMTSISITZ P"NNZAS
<br />22 >l17LL STRBBT, SUITS ONS
<br />ARLINGTON, Afd SSACHUSETTS 02174
<br />VRL.(617)641 -2150 FAX. 645 -9221
<br />SHEET No. 9 OF 1 1 PROJECT AT. 0 PVO
<br />1.MUML
<br />--S-0—S—
<br />EXISTING SEWER MANHOLE
<br />APPROVED BY-
<br />MGM PLANNING 8 ARD
<br />p
<br />EXIS77NG UTILITY POLE
<br />Q
<br />EXIS77NG FIRE HYDRANT
<br />s
<br />EXIS77NG SEWER MAIN
<br />W
<br />EXIS77NG WATER MAIN
<br />oHW
<br />EXIS77NG OVERHEAD WIRES
<br />— —152 — —
<br />EXIS77NG CONTOUR
<br />•
<br />EXIS77NG CONIFEROUS TREE
<br />EXIS71NG DECIDUOUS TREE
<br />EXIS77NG DITCH
<br />EXIS77NG GRAVEL ROAD
<br />Ill - i
<br />AL AL ,9L
<br />APPROXIMA7E• EDGE OF BORDERING
<br />VEGETATED WETLANDS
<br />e • s • �.-
<br />DIREC7701V OF RAINFALL RUNOFF
<br />DATE
<br />7PI!2
<br />TEST PIT /2
<br />„ (4
<br />s \
<br />S62 42'20 W
<br />EXISTING
<br />1 STORY WOOD
<br />FRAME HOUSE
<br />164 GARFIELD
<br />S7REET
<br />g
<br />� t
<br />1
<br />NOW OR FORMERL 1
<br />-,\,HARRIET MANN
<br />EXISTING I
<br />SHED I
<br />— APPROXIMATE LOCATION OF PR /VATS, U"' ^ ^`^T�^
<br />r POR77ON OF GARFIELD STREET BASED C
<br />TOWN OF LEXINGTON ZONING MAP AND
<br />RECENT UST OF ACCEPTED AND UNACC
<br />mi
<br />1 NOW OR FORMERLY
<br />TOWN OF LEXINGTON
<br />6" CLDI
<br />0
<br />100' BUFFER LINE ° r J
<br />FROM EDGE OF WETLAND t_-j
<br />i
<br />W.
<br />- EXISTING i
<br />VEGETA TION ; l
<br />LINE
<br />NOW OR FORMERLY
<br />SUBHASH & KASTUR/ GUPTA
<br />I. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING— NOT SIIED
<br />AS FLOOD HAZARD AREAS) AS DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON,
<br />MASSACHUSETTS, COMMUNITY PANEL No. 250198 0005 C, DATED SEPTEMBER 30, 1983.
<br />2. BASED UPON NUMEROUS S17£ INSPECTIONS PERFORMED BY MERIDIAN ENGINEERING, INC., THERE
<br />WERE NO W57BLE LEDGE OUTCROPPINGS FOUND ON THE SUBJECT PROPERTY.
<br />J. THE LOCA77ON OF ALL UNDERGROUND UTILITIES MOWN ARE APPROXIMA7EAND ARE BASED UPON
<br />A PARTIAL FIELD SURVEY AND COMPILA7701V OF PLANS OF RECORD. MERIDIAN ENGINEERING,
<br />INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCA7701V OF ALL U77LI77ES DEPICTED
<br />OR NOT 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 />4. SOIL CLASSIFICATIONS & DESCRIPTIONS WERE DERIVED FROM THE MIDDLESEX COUTNY
<br />MASSACHUSETTS INTERIM SOIL SURVEY REPORT, SECOND ED17701V.
<br />5. CLOSEST POSSIBLE SOURCE OF NOSE WHICH MAY BE PERCEIVED AT THE S17E IS ROUTE 128.
<br />6. VIEWS ARE LIMITED DUE TO WOODED CHARACTER OF SURROUNDING LAND.
<br />Z SLOPES OF 15X AND GREATER DO NOT OCCUR ON THE SITE
<br />8. THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING — NOT C17ED
<br />NOW OR FORMERLY
<br />TOWN OF LEXINGTON
<br />CONCRETE VAULT
<br />W/ WATER BUBBLER
<br />a \ I'97
<br />6 x6l-
<br />POSTS
<br />h
<br />EXIST 5' BIT. CONC. SIDEWALK
<br />STRFTT
<br />PUBLfC -50' W10E,'a
<br />G W—
<br />G 4" STL GAS Ll
<br />m
<br />HOLE�6IGD.
<br />ZE .- 192.24 4
<br />E /NG
<br />SE &4 OLE
<br />RIM 192.97
<br />INV. (OUT) = 178.90
<br />INV. (IN)= 779:07
<br />(FROM GARFIELD ST.
<br />CURRENTLY PLUGGED)
<br />ck
<br />Q
<br />J
<br />O
<br />V j
<br />4
<br />1 CLERK OF THE TO*?4 OF
<br />Al
<br />LEXINGTON, MASSACHUSETTS HEREBY CERTtFY THAT THE NO77CE OF
<br />APPROVAL OF THIS P Y
<br />L AN B 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 N077CE '
<br />AS FLOOD HAZARD AREAS) AS DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON GRAPHIC SCALE
<br />MASSACHUSETTS, COMMUNITY PANEL No 250198 0005 C, DATED SEPTEMBER 30, 1983. SCALE: 1"=20'
<br />9. BASED UPON THE 1NFORMA770N AVAILABLE TO MERIDIAN ENGINEERING, INC., THERE ARE NO
<br />KNOWN HISTORICALLY OR ARCHITECTURALLY S/GN/F7CANT STRUCTURES ON OR ADJACENT TO 7HE FEET 20 0 10 20 40 80
<br />SUBJECT PROPERTY
<br />TO. SEE SHEET 1 OF 12 FOR ADD177ONAL NOTES METERS 0 5 10 20 40
<br />SOIL DE'SCR 77ON6S:
<br />263 - *00O RIDGE -URBAN LAND CaWPLEX
<br />CONSISTS OF GENTLY SLOPING. TO STEEP, DEEP (5+ FT)'MODERA TEL Y WELL DRAINED
<br />WOODBRIDGE SOILS AND AREAS OF URBAN LAND. ALTHOUGH URBAN DEVELOPMENT HAS
<br />ALTERED THE SOILS AND LANDSCAPES IN THESE AREAS, THE SOIL CAN BE IDEN77FIED
<br />AT WIDELY SEP£RA7ED POINTS AND THE GENERAL NATURE OF THE AREA CAN BE DETERMINED.
<br />BROAD DELINEATIONS ARE MADE ON THE MAP. THIS MAP UNIT CONSISTS OF ABOUT 75 PERCENT
<br />WOODBRIDGE' AND SIMILAR SOILS AND AT LEAST 25 PERCENT URBAN LAND AND 07HER
<br />DISTURBED AREAS URBAN LAND CONSISTS OF STREETS, PARKING LOTS, BUILDINGS AND OTHER
<br />STRUCTURES. FOR INFORMA77ON ON PAXTON SOILS, SEE "PAXTON" SERIES DESCRIPTION.
<br />SOIL LOGS:
<br />77'jt TP12
<br />0'— 24" TOP & SUBSOIL 0" — 24" TOP & SUBSOIL
<br />24" - 84" SANDY GRAVEL 24" - 84" SANDY GRAVEL
<br />GROUND WATER 0 36" GROUND WATER O 36"
<br />DWG No. 2176ANL
<br />DATE
<br />OWNER OF RECORD /APPLICANT
<br />RONALD K. GOLD
<br />NANCY P. GOLD
<br />17 MALBERT ROAD
<br />BRIGHTON, MA 02135 -2618
<br />R"WONS
<br />BY i CHK'D
<br />DEFINITIVE SUBDIVISION
<br />SITE AX.ALED rl +T r PLAN r � r
<br />LffX1) Vl 0)►1 A1Y�7r�74CHI ST l it7
<br />R(chaME �' (AflfllllSX C ®iINTY.
<br />Wain, Jr
<br />N0.34 ?Ti
<br />�,v Civil 614RFf ifR ST ?fA7T ffXTffAr,S1 )V
<br />CONYdc'N MUM S118IIVYISION
<br />SCALE. 1 "= 20' DATE: LARCH 17, 1995
<br />LARSON ASSOCIATES INC.
<br />"NRSCAPB ARCBIMTSISITZ P"NNZAS
<br />22 >l17LL STRBBT, SUITS ONS
<br />ARLINGTON, Afd SSACHUSETTS 02174
<br />VRL.(617)641 -2150 FAX. 645 -9221
<br />SHEET No. 9 OF 1 1 PROJECT AT. 0 PVO
<br />
|