|
N /F
<br />PRIEST
<br />8758/539
<br />N /F
<br />LIBERMAN
<br />I/F
<br />'UTNAM
<br />3730/563
<br />N /F
<br />HOCKADAY
<br />8714/77
<br />T
<br />DRILL
<br />HOLE
<br />(fnd)
<br />W
<br />0 0
<br />�t
<br />a)
<br />O
<br />d-
<br />cn
<br />DRILL
<br />HOLE
<br />(fnd) N/F
<br />PRICE
<br />10465/80
<br />79.69'
<br />REFERENCES:
<br />N /F
<br />KANTROWITZ
<br />12500/505
<br />�q0•
<br />k
<br />R =307.
<br />1= 297.
<br />0
<br />Jqq•
<br />i
<br />e�
<br />�
<br />N n
<br />Lo N
<br />c
<br />fl"11-
<br />TELE. BOX TSM.
<br />PK IN 20 BEECH
<br />;R-ELEC. BOX ELEV.= 309.00 3O yg$ UNIT 7
<br />I "i�`CABLE BOX ( 7FFU, IT
<br />J�� t 6 - 1 FF 305.98
<br />SM4
<br />J V
<br />r
<br />1WG
<br />r �
<br />/
<br />' fl
<br />t
<br />TELE. BOX HY
<br />ELEC. BOX
<br />CABLE BOX 1
<br />i
<br />BUILDING UNDERp UMIT J
<br />nnerc•vsr rnnnsr
<br />ptp;i 7
<br />TYPICAL
<br />FIELDSTOI
<br />MASONARY
<br />RET. WALL
<br />TYPICAL d'
<br />GRANITE CURB
<br />N
<br />O R =284.57
<br />261.68' D, %h"
<br />(2)10'Wx6'Hx96'L
<br />BOX CULVERT - \
<br />�- N 48 °35'50" E R= 276.09 /
<br />1= 272.20((18: :Out) '
<br />1=272.28M In) �6? O \'� 6i�
<br />-� 1 R- 261.31
<br />N /F ? OMN
<br />HAMILTON CON CB
<br />BND. �, ) MH R'�20�4
<br />/DH
<br />(set)
<br />PuB�'iG
<br />TBM DMH
<br />CONC.BND /DH
<br />ELEV.= 278.52
<br />' R=280.83
<br />1= 2766. ,98112 "rnj
<br />1=272.36(6 In)
<br />1 =27240 (12 "Out)
<br />MIDDLESEX REGISTRY OF DEEDS
<br />SOUTH DISTRICT
<br />DOCUMENT NO. 690 DEC. 30, 1986
<br />"PLAN OF LAND IN LEXINGTON, MA"
<br />SCALE: 1 " =40', DATED MARCH 29, 1952,
<br />BY: A. MILLER AND W. NYLANDER.
<br />"PLAN OF LAND IN LEXINGTON, MA."
<br />SCALE: 1 " =40', DATED APRIL 5, 1972,
<br />BY: A. MILLER AND W. NYLANDER.
<br />RECORD OWNER:
<br />OTIS S. BROWN, JR.
<br />4 MILITIA DRIVE
<br />LEXINGTON, MA.
<br />41
<br />BIT. CONC. BITUMINOUS CONCRETE
<br />o BND BOUND
<br />CONC. CONCRETE
<br />—D — DRAINAGE
<br />DH DRILL HOLE
<br />0 DMH DRAIN MANHOLE
<br />FF FIRST FLOOR
<br />fnd FOUND
<br />GG GAS GATE
<br />HYD HYDRANT
<br />LP LIGHT POLE
<br />—S — SEWER
<br />0 SMH SEWER MANHOLE
<br />SS SEWER SERVICE
<br />U -E /TEL /G /CT UNDERGROUND- ELECTRIC /TELEPHONE
<br />/GAS /CABLE TELEVISION'
<br />—W— WATER
<br />+ WG WATER GATE
<br />WS WATER SERVICE
<br />[280.00] "AS- BUILT" ELEV.
<br />N /F
<br />CATANZANO
<br />13253/565
<br />150.00'
<br />=77 N 42 °11'30" E
<br />N /F
<br />COLLARD
<br />3: 7894/256
<br />O
<br />r7
<br />U-E /TEL/G 0 o0
<br />CT �}
<br />EC. N
<br />BOX
<br />z
<br />' CONC.
<br />BND.
<br />/DH
<br />(set)
<br />C8 GUY
<br />L- 95.01'
<br />R- 720.74'
<br />UP 047/30
<br />DMH n t
<br />SS SMH S T R FEET
<br />IWG
<br />UTILITY NOTE:
<br />CONC.
<br />BND. (fnd)
<br />ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE
<br />RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES
<br />AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN
<br />THE FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING,
<br />GRADING, PAVEMENT RESTORATION OR REPAIRING. ALL UTILITY COMPANIES,
<br />PUBLIC AND PRIVATE, MUST BE CONTRACTED INCLUDING THOSE IN CONTROL OF
<br />UTILITIES NOT SHOWN ON THIS PLAN SEE CHAPTER 370, ACTS OF 1963 MASS.
<br />GENERAL LAWS, WE ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS
<br />A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING
<br />FUTURE CONNECTIONS, THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPART-
<br />MENT MUST BE CONSULTED.
<br />ZONING:
<br />N /F
<br />ONE
<br />BUCKLEY
<br />DWELLING
<br />NOTE
<br />i-
<br />N
<br />O
<br />CON C.
<br />z
<br />BND. (fnd)
<br />o 00
<br />r
<br />(0
<br />O
<br />(0
<br />LO
<br />N /F
<br />M
<br />ST. GEORGE
<br />N
<br />7794/493
<br />CONC.
<br />BND. (fnd)
<br />ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE
<br />RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES
<br />AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN
<br />THE FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING,
<br />GRADING, PAVEMENT RESTORATION OR REPAIRING. ALL UTILITY COMPANIES,
<br />PUBLIC AND PRIVATE, MUST BE CONTRACTED INCLUDING THOSE IN CONTROL OF
<br />UTILITIES NOT SHOWN ON THIS PLAN SEE CHAPTER 370, ACTS OF 1963 MASS.
<br />GENERAL LAWS, WE ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS
<br />A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING
<br />FUTURE CONNECTIONS, THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPART-
<br />MENT MUST BE CONSULTED.
<br />ZONING:
<br />RS -
<br />ONE
<br />FAMILY
<br />DWELLING
<br />NOTE
<br />O
<br />N
<br />O
<br />N
<br />N
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<br />1 " =4' VERTICAL
<br />I
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<br />COMM
<br />NO 270W
<br />0
<br />+50 2 +84
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<br />"AS- BUILT"
<br />PLAN ARID PROFILE
<br />"TURN U RY HILL'
<br />IN
<br />SCI TO A
<br />(MIDDLESEX COUNTY)
<br />PREPARED FOR: OTIS S. BROWN,! JR. ,
<br />SCALE: 1 " -40' JULY 3 1990
<br />THE BSC GROUP - BEDFORD, INC.
<br />LAND SURVEYORS CIVIL ENGINEERS
<br />18 NORTH ROAD BEDFORD, MASS.
<br />FEET 0 20 40 80 160
<br />METERS 0 5 10 20 40
<br />JOB NO. 7- 2676.10 DWG. NO. 1468.33
<br />' I I I
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<br />its 01
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<br />"AS- BUILT"
<br />PLAN ARID PROFILE
<br />"TURN U RY HILL'
<br />IN
<br />SCI TO A
<br />(MIDDLESEX COUNTY)
<br />PREPARED FOR: OTIS S. BROWN,! JR. ,
<br />SCALE: 1 " -40' JULY 3 1990
<br />THE BSC GROUP - BEDFORD, INC.
<br />LAND SURVEYORS CIVIL ENGINEERS
<br />18 NORTH ROAD BEDFORD, MASS.
<br />FEET 0 20 40 80 160
<br />METERS 0 5 10 20 40
<br />JOB NO. 7- 2676.10 DWG. NO. 1468.33
<br />' I I I
<br />
|