HomeMy WebLinkAboutSD-97AN /F
PRIEST
8758/539
N /F
LIBERMAN
I/F
'UTNAM
3730/563
N /F
HOCKADAY
8714/77
T
DRILL
HOLE
(fnd)
W
0 0
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DRILL
HOLE
(fnd) N/F
PRICE
10465/80
79.69'
REFERENCES:
N /F
KANTROWITZ
12500/505
�q0•
k
R =307.
1= 297.
0
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�
N n
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fl"11-
TELE. BOX TSM.
PK IN 20 BEECH
;R-ELEC. BOX ELEV.= 309.00 3O yg$ UNIT 7
I "i�`CABLE BOX ( 7FFU, IT
J�� t 6 - 1 FF 305.98
SM4
J V
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TELE. BOX HY
ELEC. BOX
CABLE BOX 1
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BUILDING UNDERp UMIT J
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ptp;i 7
TYPICAL
FIELDSTOI
MASONARY
RET. WALL
TYPICAL d'
GRANITE CURB
N
O R =284.57
261.68' D, %h"
(2)10'Wx6'Hx96'L
BOX CULVERT - \
�- N 48 °35'50" E R= 276.09 /
1= 272.20((18: :Out) '
1=272.28M In) �6? O \'� 6i�
-� 1 R- 261.31
N /F ? OMN
HAMILTON CON CB
BND. �, ) MH R'�20�4
/DH
(set)
PuB�'iG
TBM DMH
CONC.BND /DH
ELEV.= 278.52
' R=280.83
1= 2766. ,98112 "rnj
1=272.36(6 In)
1 =27240 (12 "Out)
MIDDLESEX REGISTRY OF DEEDS
SOUTH DISTRICT
DOCUMENT NO. 690 DEC. 30, 1986
"PLAN OF LAND IN LEXINGTON, MA"
SCALE: 1 " =40', DATED MARCH 29, 1952,
BY: A. MILLER AND W. NYLANDER.
"PLAN OF LAND IN LEXINGTON, MA."
SCALE: 1 " =40', DATED APRIL 5, 1972,
BY: A. MILLER AND W. NYLANDER.
RECORD OWNER:
OTIS S. BROWN, JR.
4 MILITIA DRIVE
LEXINGTON, MA.
41
BIT. CONC. BITUMINOUS CONCRETE
o BND BOUND
CONC. CONCRETE
—D — DRAINAGE
DH DRILL HOLE
0 DMH DRAIN MANHOLE
FF FIRST FLOOR
fnd FOUND
GG GAS GATE
HYD HYDRANT
LP LIGHT POLE
—S — SEWER
0 SMH SEWER MANHOLE
SS SEWER SERVICE
U -E /TEL /G /CT UNDERGROUND- ELECTRIC /TELEPHONE
/GAS /CABLE TELEVISION'
—W— WATER
+ WG WATER GATE
WS WATER SERVICE
[280.00] "AS- BUILT" ELEV.
N /F
CATANZANO
13253/565
150.00'
=77 N 42 °11'30" E
N /F
COLLARD
3: 7894/256
O
r7
U-E /TEL/G 0 o0
CT �}
EC. N
BOX
z
' CONC.
BND.
/DH
(set)
C8 GUY
L- 95.01'
R- 720.74'
UP 047/30
DMH n t
SS SMH S T R FEET
IWG
UTILITY NOTE:
CONC.
BND. (fnd)
ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE
RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES
AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN
THE FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING,
GRADING, PAVEMENT RESTORATION OR REPAIRING. ALL UTILITY COMPANIES,
PUBLIC AND PRIVATE, MUST BE CONTRACTED INCLUDING THOSE IN CONTROL OF
UTILITIES NOT SHOWN ON THIS PLAN SEE CHAPTER 370, ACTS OF 1963 MASS.
GENERAL LAWS, WE ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS
A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING
FUTURE CONNECTIONS, THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPART-
MENT MUST BE CONSULTED.
ZONING:
N /F
ONE
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NOTE
i-
N
O
CON C.
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BND. (fnd)
o 00
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N /F
M
ST. GEORGE
N
7794/493
CONC.
BND. (fnd)
ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE
RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES
AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN
THE FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING,
GRADING, PAVEMENT RESTORATION OR REPAIRING. ALL UTILITY COMPANIES,
PUBLIC AND PRIVATE, MUST BE CONTRACTED INCLUDING THOSE IN CONTROL OF
UTILITIES NOT SHOWN ON THIS PLAN SEE CHAPTER 370, ACTS OF 1963 MASS.
GENERAL LAWS, WE ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS
A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING
FUTURE CONNECTIONS, THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPART-
MENT MUST BE CONSULTED.
ZONING:
RS -
ONE
FAMILY
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NOTE
O
N
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"AS- BUILT"
PLAN ARID PROFILE
"TURN U RY HILL'
IN
SCI TO A
(MIDDLESEX COUNTY)
PREPARED FOR: OTIS S. BROWN,! JR. ,
SCALE: 1 " -40' JULY 3 1990
THE BSC GROUP - BEDFORD, INC.
LAND SURVEYORS CIVIL ENGINEERS
18 NORTH ROAD BEDFORD, MASS.
FEET 0 20 40 80 160
METERS 0 5 10 20 40
JOB NO. 7- 2676.10 DWG. NO. 1468.33
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"AS- BUILT"
PLAN ARID PROFILE
"TURN U RY HILL'
IN
SCI TO A
(MIDDLESEX COUNTY)
PREPARED FOR: OTIS S. BROWN,! JR. ,
SCALE: 1 " -40' JULY 3 1990
THE BSC GROUP - BEDFORD, INC.
LAND SURVEYORS CIVIL ENGINEERS
18 NORTH ROAD BEDFORD, MASS.
FEET 0 20 40 80 160
METERS 0 5 10 20 40
JOB NO. 7- 2676.10 DWG. NO. 1468.33
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