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pROp, 40' R°
4" LOAM AND
SEED (TYP)
10,
1 /4 " /FT
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40' LAYOUT
10'
" /FT.
4" LOAM AND
SEED (TYP)
l.�-t t /2" CLASS I BIT CONC. PAVEMENT SURFACE 1 COURSE
2" CLASS I BIT CONC BASE 1 COURSE
12" GRAVEL BORROW
TYPICAL ROADWAY SECTION
NTS
NOTE:
UTILITY INFORMATION SHOWN IS BASED ON BOTH A FIELD SURVEY
AND PLANS OF RECORD. THE LOCATIONS OF UNDERGROUND PIPES
AND CONDUITS HAVE BEEN DETERMINED FROM THE AFORMENTIONED
RECORD PLANS AND ARE APPROXIMATE ONLY. BEFORE PLANNING 4--------------------- - - - - -- CLERK OF THE
FUTURE CONNECTIONS THE PROPER UTILITY ENGINEERING DEPARTMENT TOWN OF LEXINGTON MASSACHUSETTS HEREBY CERTIFY THAT
SHOULD BE CONSULTED AND THE ACTUAL LOCATION OF SUBSURFACE THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON
PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT
STRUCTURES SHOULD BE DETERMINED IN THE FIELD. CALL TOLL FREE THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED
DIG SAFE CALL CENTER 1- 888 -344- 7233, 72 HOURS PRIOR TO DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
EXCAVATION. RECORDING OF SAID NOTICE.
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DATE
PROP. CLEANOUT
(TYP.) 7
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OF �PAtUeOT
a
PR LIGHT POLE
PR UNDERGROUND ELECTRIC
T
�-
PR J +5�
PR Shy s ._ +
EXIST. CB
R =212.9
1= 208.0±
PR. 1 =208.50
y
3
D
0
0
to
Z ,
tz,
ii
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= tV d
O
N NN
it iP
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12 "RCP;
S= 0.010(MIN)
8 PVC
L:
'112 s_ n
z
O O r00
N N N cq
O
J
1 +00 0 +67.35
PROFILE:
SCALE: 1 " =30' HOR.
1 "=4' VER.
1'
9
I —A
im
Lai
U7 �
X
W z
.00
r'7 N
N N
N N
PR 8»X8" TAPPING
SLEEVE & GATE
VALVE
1= 2'16.60
DATUM ELEV
210.00
solly's Way
LACONIA STREET, LEXINGTON
....• f .
LEXINGTON PLANNING BOARD
DATE
IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED
AND RECORDED HEREWITH
IN ACCORDANCE WITH A COVENANT DATED
AND RECORDED HEREWITH
IN ACCORDANCE WITH A SPECIAL PERMIT DATED
AND RECORDED HEREWITH
LEGEND:
AC ASBESTOS CEMENT PIPE
CB CATCH BASIN
CLDI CEMENT LINED DUCTILE IRON PIPE
DH DRILL HOLE
DMH DRAIN MANHOLE
FND FOUND
HYD HYDRANT
I INVERT
IP IRON PIPE
L LENGTH
PVC POLYVINYL CHLORIDE PIPE
R RIM
RCP REINFORCED CONCRETE PIPE
S SLOPE
SB STONE BOUND
WV WATER VALVE
DEFINITIVE SUBDIVISION PLAN
Street Layout
Utilities Plan and
Profile
OWNERS):
LISA TANNER & GREG NAHICIAN
24 FREEMONT STREET, LEXINGTON, MA 02173
PROJECT TEAM:
FREDERICK W. RUSSELL, PE ENGINEER
154 ALDRICH ROAD, WILMINGTON, MA 01887
JAMES R. KEENAN, PLS SURVEYOR
8 WINCHESTER PLACE, WINCHESTER, MA 01890
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
SCALE: AS SHOWN DATE: MAY 5, 2005 SHEET NO.
REVISED: FEBRUARY 22 2007
5D -¢58
0
° \
0 11=2
0
vo
4,.
PROPOSED ON
Np�
1NFILTRA
AREA
pNE
#106
PLAN VIEW:
SCALE: 1 " =30`
o
N'
Q 00
�
}
N
0 N
,,N
N
m
50' VC
N
N
U)
�QO
C14
_ n ui
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U) 111: 6i —
0 04
t0 c0
U")
II II
inx
=
0
v ¢ > `a
+ 0)
ocycv
ate.
ii If
a
in Fz
r2.
EXIST. CB
R =212.9
1= 208.0±
PR. 1 =208.50
y
3
D
0
0
to
Z ,
tz,
ii
�o��
= tV d
O
N NN
it iP
Q�>
a crn�?
12 "RCP;
S= 0.010(MIN)
8 PVC
L:
'112 s_ n
z
O O r00
N N N cq
O
J
1 +00 0 +67.35
PROFILE:
SCALE: 1 " =30' HOR.
1 "=4' VER.
1'
9
I —A
im
Lai
U7 �
X
W z
.00
r'7 N
N N
N N
PR 8»X8" TAPPING
SLEEVE & GATE
VALVE
1= 2'16.60
DATUM ELEV
210.00
solly's Way
LACONIA STREET, LEXINGTON
....• f .
LEXINGTON PLANNING BOARD
DATE
IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED
AND RECORDED HEREWITH
IN ACCORDANCE WITH A COVENANT DATED
AND RECORDED HEREWITH
IN ACCORDANCE WITH A SPECIAL PERMIT DATED
AND RECORDED HEREWITH
LEGEND:
AC ASBESTOS CEMENT PIPE
CB CATCH BASIN
CLDI CEMENT LINED DUCTILE IRON PIPE
DH DRILL HOLE
DMH DRAIN MANHOLE
FND FOUND
HYD HYDRANT
I INVERT
IP IRON PIPE
L LENGTH
PVC POLYVINYL CHLORIDE PIPE
R RIM
RCP REINFORCED CONCRETE PIPE
S SLOPE
SB STONE BOUND
WV WATER VALVE
DEFINITIVE SUBDIVISION PLAN
Street Layout
Utilities Plan and
Profile
OWNERS):
LISA TANNER & GREG NAHICIAN
24 FREEMONT STREET, LEXINGTON, MA 02173
PROJECT TEAM:
FREDERICK W. RUSSELL, PE ENGINEER
154 ALDRICH ROAD, WILMINGTON, MA 01887
JAMES R. KEENAN, PLS SURVEYOR
8 WINCHESTER PLACE, WINCHESTER, MA 01890
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
SCALE: AS SHOWN DATE: MAY 5, 2005 SHEET NO.
REVISED: FEBRUARY 22 2007
5D -¢58