HomeMy WebLinkAboutSD-40ASF1!V�eMA/JNOGE3
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WILLIAM MOTT HALL TRUST � c oMH �ucHr g, o e
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RR. WAA 15 \ R 5190.95 11(24'. N) } 83.82 V
NOTE:
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G LG GG RAIN— S ��LLp } 8,847 S.F ah,
ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED .ACCORDING TO AVAILABLE � /Ev � $E� � 3.84 ¢ AC, o0
RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AN U PUBLIC AGENCIES - s N DI MI ( B tAC. f Q
AND ARE, APPROXIMAI E ONLY ACTUAL LOCATIONS MUST 'BE DETERMINED IN THE `�' va ST o EN sPAc r e/T I1iM =84.s4
FIELD.- BEFORE DESIGNING. EXCAVATING BLASTING INSTALLING BACKFILLiNGGRAD }NG HARRIDAN � � �% �ZZ (�ri =IB4�i0
EXCAVATING, • o UNIT I
PAVEMENT RESTORATION REPAIRING, ALL UTILITY COMPANIES PUBLIC AND RBias.sl a 'm rgSAO°
PRIVATE, MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF OTILITIES NOT z Gtio e o' ° tiTOq °�
1 = !86.63 A E'C t� q
N ON THIS PLAN. SEE CHAPTER 370 ACTS OF 1963 MASS. WE ASSUME NO � � c� NoP o
RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES" OMITTED OR Ot�R 2 \ . p °2 —oo�' 4J�� ao3 o�g STAKE & NAIL ioies L9� vo?cF
INACCURATELY SHORN. BEFORE PLANNING FUTURE CONNECTIONS THE APPROPRIATE A g � o � o � SET Gp "% F o
PUBLIC UTILITY ENGINEERING DEPARTMENT MUST BE CONSULTEb. 1(=290.51 �, o
1(12'1N)=186 68 N tS
1(24++)=183 N
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BENCH MARK
TOP NORTHEAST CORNER
OF STONE BOUND.
ELEV. = 194.48
NOTE:
1. EXISTING UNDERGROUND LAWN SPRINKLER SYSTEM
NOT SHOWN.
2. UNDERGROUND UTILITY INFORMATION WAS COMPILED
FROM A PARTIAL FIELD SURVEY AND INFORMATION
SUPPLIED BY CONTRACTOR..
3. ALL ELEVATIONS REFER TO NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
BENCH MARK USED':
TOP OF U.S.C.& G.S. DISK 54K
ELEV.= 199.46
LEGEND:
BIT. — BITUMINOUS
CB — CATCH BASIN
CONC — CONCRETE
DMH — DRAIN MANHOLE
GRAN — GRANITE
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
SMH — SEWER MANHOLE
WG — WATER GATE
-kAB — AS -BUILT ELEVATION
—D— — UNDERGROUND DRAIN LINE
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—W— — WATER if
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l BARRETT
LIMITED OPEN SPACE
1303A & 1 303.8
LIMITED OPEN
SPACE 1303 B 9o.
6 +
h/ 9 DRIVEWAY
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GRAVEL
DRIVE J l
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-LIMITED OPEN '
SPACE 1303A STONE BOUND/i
'DRILL HOLE �!
GoNG$Qp� GGeaN 0 NE.00 OFF�SE7
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GQ�y,G G8 10 G (o .
l
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1¢0+ i3
BASE= 150
2 -0 +28
BENCH MARK
TOP NORTHEAST CORNER
OF STONE BOUND.
ELEV. = 194.48
NOTE:
1. EXISTING UNDERGROUND LAWN SPRINKLER SYSTEM
NOT SHOWN.
2. UNDERGROUND UTILITY INFORMATION WAS COMPILED
FROM A PARTIAL FIELD SURVEY AND INFORMATION
SUPPLIED BY CONTRACTOR..
3. ALL ELEVATIONS REFER TO NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
BENCH MARK USED':
TOP OF U.S.C.& G.S. DISK 54K
ELEV.= 199.46
LEGEND:
BIT. — BITUMINOUS
CB — CATCH BASIN
CONC — CONCRETE
DMH — DRAIN MANHOLE
GRAN — GRANITE
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
SMH — SEWER MANHOLE
WG — WATER GATE
-kAB — AS -BUILT ELEVATION
—D— — UNDERGROUND DRAIN LINE
_S__ SEWER ++
—W— — WATER if
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;
N/E
l BARRETT
LIMITED OPEN SPACE
1303A & 1 303.8
LIMITED OPEN
SPACE 1303 B 9o.
6 +
h/ 9 DRIVEWAY
Lo
F
' PO
co
GRAVEL
DRIVE J l
�co
v , a co /
c)000MP LIMITED OPEN SPACE
0 1303A & 13038
4)0
tv / -,o -1 e 11
J�2�\ ''
�I
-LIMITED OPEN '
SPACE 1303A STONE BOUND/i
'DRILL HOLE �!
GoNG$Qp� GGeaN 0 NE.00 OFF�SE7
pL� GIN
GQ�y,G G8 10 G (o .
l
O +o
1¢0+ i3
BASE= 150
2 -0 +28
BENCH MARK
TOP NORTHEAST CORNER
OF STONE BOUND.
ELEV. = 194.48
NOTE:
1. EXISTING UNDERGROUND LAWN SPRINKLER SYSTEM
NOT SHOWN.
2. UNDERGROUND UTILITY INFORMATION WAS COMPILED
FROM A PARTIAL FIELD SURVEY AND INFORMATION
SUPPLIED BY CONTRACTOR..
3. ALL ELEVATIONS REFER TO NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
BENCH MARK USED':
TOP OF U.S.C.& G.S. DISK 54K
ELEV.= 199.46
LEGEND:
BIT. — BITUMINOUS
CB — CATCH BASIN
CONC — CONCRETE
DMH — DRAIN MANHOLE
GRAN — GRANITE
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
SMH — SEWER MANHOLE
WG — WATER GATE
-kAB — AS -BUILT ELEVATION
—D— — UNDERGROUND DRAIN LINE
_S__ SEWER ++
—W— — WATER if
GRAVEL
DRIVE J l
�co
v , a co /
c)000MP LIMITED OPEN SPACE
0 1303A & 13038
4)0
tv / -,o -1 e 11
J�2�\ ''
�I
-LIMITED OPEN '
SPACE 1303A STONE BOUND/i
'DRILL HOLE �!
GoNG$Qp� GGeaN 0 NE.00 OFF�SE7
pL� GIN
GQ�y,G G8 10 G (o .
l
O +o
1¢0+ i3
BASE= 150
2 -0 +28
BENCH MARK
TOP NORTHEAST CORNER
OF STONE BOUND.
ELEV. = 194.48
NOTE:
1. EXISTING UNDERGROUND LAWN SPRINKLER SYSTEM
NOT SHOWN.
2. UNDERGROUND UTILITY INFORMATION WAS COMPILED
FROM A PARTIAL FIELD SURVEY AND INFORMATION
SUPPLIED BY CONTRACTOR..
3. ALL ELEVATIONS REFER TO NATIONAL GEODETIC
VERTICAL DATUM OF 1929.
BENCH MARK USED':
TOP OF U.S.C.& G.S. DISK 54K
ELEV.= 199.46
LEGEND:
BIT. — BITUMINOUS
CB — CATCH BASIN
CONC — CONCRETE
DMH — DRAIN MANHOLE
GRAN — GRANITE
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
SMH — SEWER MANHOLE
WG — WATER GATE
-kAB — AS -BUILT ELEVATION
—D— — UNDERGROUND DRAIN LINE
_S__ SEWER ++
—W— — WATER if