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SCALE: HOR.I " =40'
VERT. 1'= 4'
134.
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+05
PROF1
SCALE: HOR.I " =40'
VERT. 1'= 4'
F
a
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to
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CB
R= 143.2
1 = 139.7 (S)
1 =140.1 ONE)
LEGEND
AC
ASBESTOS CONCRETE
t-
GUY WIRE
G R
GUARD RAIL
z
HYDRANT
I
INVERT
w
OVERHEAD WIRE
R
RIM
L5
SEWER
SB /DH
STONE BOUND /DRILL HOLE
w
SEWER MANHOLE
TRANS
TRANSFORMER
>
m
W
WATER
d
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WG
WATER GATE
CLF
z
PVC
POLYVINYLCH LORI DE
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W
m
a
0
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w
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V
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+50 +73
+83
to
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CB
R= 143.2
1 = 139.7 (S)
1 =140.1 ONE)
LEGEND
AC
ASBESTOS CONCRETE
GW
GUY WIRE
G R
GUARD RAIL
HYD,
HYDRANT
I
INVERT
OHW
OVERHEAD WIRE
R
RIM
S
SEWER
SB /DH
STONE BOUND /DRILL HOLE
SMH
SEWER MANHOLE
TRANS
TRANSFORMER
UP
UTILITY POLE
W
WATER
W/
WITH
WG
WATER GATE
CLF
CHAIN LINK FENCE
PVC
POLYVINYLCH LORI DE
UTILITY NOTE,
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 CONTACTED 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 DEPARTMENT MUST BE CONSULTED.
ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929,
AS-BUILT INFORMATION REGARDING # 68 VALLEY ROAD OBTAINED FROM AN
ON THE GROUND FIELD SURVEY ON OCTOBER 4 & 5,1990 .
J