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\ LOT 7
SEW
9 ° LOT 5 INV. =1880,08
9�
00 L= 272i.J O,
WS
LOT 6 /
O- G6k�Oi C�• -'1$ X0.1 ,LO. Opp. LOT 8
931 SEWER- 2 0
/ INV. = 178.99 q' ,lb ' �� SEWER
S N llo- 18`- 1:6 "W�- 233.1.1' l- -�' INV= 180.08
C.8. EXISTING / WS
S.M.H. `' O
-edge of raveled we 6 0 -
k6,ks''. v m {
SEWER p dh+ S.M.H. vv S.M.H. c - - -- 6' W TER 8' S EWE R
I N V. = 178.18 -LIP. -a I+O --r- 2 +0 - 1 _ t cr
2a ' C. i, Closs 2400 A.C. Pipe r) 9 or e Q-
a R.G.P. -_.-SEWER _ 1
LO �- ,) �, �` m redge of traveled way- -- — — _ _ 60
N, \ - -. _ _ _ _ �" W.S. +25 HYO.
&
tc.� CQy 294,25. s 11 °-18-16 E SEWER
9� INV. = 179,90
X0 O
p C %x -- —�
- Q S M.H
'0 33
Q LOT 10 LOT 9
—�
iN. in m SEWER 0
oINV.= 178:36 N
N
OD OD 0)
O N
} d� 031 a CO
> C9
cQ-
co 5
Epp S c6 E,
rrci�U)�� _ jj 0.50 °1°
f2' re) a60°�, -
8" SEWER... 0.75°{
6 WATER -
8'
Sewer if-.
075%
450 °o� t
Existing 24" Sewer t@ 0.22 %
t4?
O�
�t
10 0 LO 0
BASE = 170.00 i� m �T m
0 +0 1+0 2+0 3 +0 4 +0
o,
(7
N s SEWER LOT 14 1
a! 1. NV= 1.79,03 i
SEWER
LOT tl INV.= - J
178.96 of
� W
o' .8 8. 3 - S340-46'-05"E 179.47'
_ - ' HDW H.
S. MH °T dt O.bO O /o d rok
at n £ b b N/
- �_�HydD a' t i- 8WAT —ER .'_6 I -� o Utility Piping Types
N� Sewer class 2400 asbestos cement (includes services)
N3a °- a6' -o5 "W 166,08' - 1 Water class 150#" cement lined cast iron
Drain class — reinforced concrete
�
'v� e,2` eR /�oaE class — cement concrete
LOT 10 � a z
o Qt
a ° i LOT 15 z r
a1/ > ,
t
ti
N r, .
W N
f*-
S =
Ui . �.
2 C
�� 3.
0.50 ® /® o
i 18"WATE
15° R.C.P. 0.50% -
Top of Water =176.4
-�ton Nov.16,1964
Bottom of Brook= 173.4
0 In
co Co
t�
BASE 170.00 o GDo co a—o Subdivider and
0 +0 I +0 2 +0 O w -n e r of Record O A K PAR -K _
LEGEND et G L E X I N G i 0 N y IYASS.
Exist. Lft,'$ — — �� APPROVED BY:
Exist. LEXINGTON PLAN ING BOARD
Exist, R;t.�` �.�� T Oak Park
PLAN and PROFILE of OAK PARK CIRCLE 0+00
Prop, Fin. Gr, _ � " � ` i,'. COr p
Bound to be set to 4 +24.69 & STUB ROAD ') 0+00 to 2+ 34.31
48 TrapeIa Road
Bench Mark: Top of Spindle Of Hyd, STREETS TO BE BUILT IN ACCORDANCE Belrn Onf Mass. HOR. 1 ° =40'
WITH X SECTION # 2 TOWN OF LEXING - ° SCALES
on Grant St. at Lot 3 TON DPW SPECIFICATIONS. Date At- pro veol June Z87 1941 V E R. 1"=4'
E 1 e v. = 196.76 F-Ir,dof sed' J,.ty z6 191.s
-
Joseph W. Moore Inc. Reg. Land Surveyor
Bedford, Mass.
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