HomeMy WebLinkAboutSD-301-5/
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p I i"B AI -1-922/
A/
J 90
,I S � �.
11
R= 265.00
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� l
INY, = 217.25 0
N \
a
1
t
p
D �ll 0.l
/ C
r r.
'- d= 49 G
-30-00 /�/ S ,8P` ,`.�,�,
!
i S9 `a L= 228:94 !�! °
08 t0 S S890 t2 .`: f�! g //
0 -C 6 �OFfg,4 8j 2I , `16 `N 2� 2�`�99 Lc310.o4 l
®� l ° <,� t �.4 2I, a ! ! -ski tp
fSf j /n�c'�.Q'' Ri 00 J=49- 30`-00` �! r =2{4 ' - 3f'.'t �fi 2g 32 a.
0 /' L_ T.112.95��, ((,,e 1 - /2 2 - y, R`_2g' 1
! '211.66 CN= x05.14 1 R,` 5 p / 'f 5 r,3 f) r
5 .i"11 , / .0g. 00 e,=¢I L�' �'o'A Zcg x
2 0 C�
s %\ e
'nv 2°
jS4 n �
Colonial Beacon Oil Co. 608 f S
to be contacted prior
to construction. -285
(1 t
1
-! r
x
4, e
nh i�t
h Rt
r)
W Water Main
D— Storm Drain
S Sanitary Sewer Lt. -
43.. Conc. Mon. to be set
{ ..j. As Oa,Lr S"NFHc`i
�'cla. ✓P� /9�� �
Inv. = 183:2
( >,J.. 194 -fs).
BENCHMARKS:
Olt.in Stone Wail, Sto. l +05,2eLt.,Ei ®v.s20i:51
Y:8.1111.40 1, 0 Cot in boulder, Ste.2 +30, 28`A Rt: Elev. -208.29
Cb
r
/
O
r-
ci
P-
a �
c
=10 +72.OI Mason
i)N Street to be constructed in accordance with Town of .Lexington
Standard Cross - Section for "Minor Street."
2)Sewer to be Class 2400 A.C. Pipe
3.)S:ewer manholes with services enteringmust. hove shaped channels.
41:8ounds shown are. to be set.
5) Ail construction to be in accordance with "Standard Speciflcotions,1965,
:Town of Lexington D.P.W.; unless. other wise noted.
6,)Sub)eot to conditions *Of forth' on Sheet 3, Note 7.
DWG 128
),yl
C.
V {/
77 ' (. v: 2} \a9g �D G / 2e $ . A ; cN 0.O2gp
! ty 2 jL
1
Ram=
AA
SMH. 52 �'� gtbo N
+50 0
/.
R l
l m =213.29! ® Q 1t t`` c175%
-p0 V " '{'0.50®
N
Lz246.22 CN2 -- 238. @64 Y= 131.39
i4 4• c' i \\
O t /
S = .OI00 _
__ _ Ss.0100 - -- - - - -- — _ —
S =.0104
\2
e
01
o2 1�
g O 2
P N
5
�oo
OZ 0�,
.2V9�
/(
f (a
idi0l,
\off
f $72°'06,�'.4 i�"y
e 4 �
Q
ai
o
a
1
t
p
D �ll 0.l
/ C
r r.
'- d= 49 G
-30-00 /�/ S ,8P` ,`.�,�,
!
i S9 `a L= 228:94 !�! °
08 t0 S S890 t2 .`: f�! g //
0 -C 6 �OFfg,4 8j 2I , `16 `N 2� 2�`�99 Lc310.o4 l
®� l ° <,� t �.4 2I, a ! ! -ski tp
fSf j /n�c'�.Q'' Ri 00 J=49- 30`-00` �! r =2{4 ' - 3f'.'t �fi 2g 32 a.
0 /' L_ T.112.95��, ((,,e 1 - /2 2 - y, R`_2g' 1
! '211.66 CN= x05.14 1 R,` 5 p / 'f 5 r,3 f) r
5 .i"11 , / .0g. 00 e,=¢I L�' �'o'A Zcg x
2 0 C�
s %\ e
'nv 2°
jS4 n �
Colonial Beacon Oil Co. 608 f S
to be contacted prior
to construction. -285
(1 t
1
-! r
x
4, e
nh i�t
h Rt
r)
W Water Main
D— Storm Drain
S Sanitary Sewer Lt. -
43.. Conc. Mon. to be set
{ ..j. As Oa,Lr S"NFHc`i
�'cla. ✓P� /9�� �
Inv. = 183:2
( >,J.. 194 -fs).
BENCHMARKS:
Olt.in Stone Wail, Sto. l +05,2eLt.,Ei ®v.s20i:51
Y:8.1111.40 1, 0 Cot in boulder, Ste.2 +30, 28`A Rt: Elev. -208.29
Cb
r
/
O
r-
ci
P-
a �
c
=10 +72.OI Mason
i)N Street to be constructed in accordance with Town of .Lexington
Standard Cross - Section for "Minor Street."
2)Sewer to be Class 2400 A.C. Pipe
3.)S:ewer manholes with services enteringmust. hove shaped channels.
41:8ounds shown are. to be set.
5) Ail construction to be in accordance with "Standard Speciflcotions,1965,
:Town of Lexington D.P.W.; unless. other wise noted.
6,)Sub)eot to conditions *Of forth' on Sheet 3, Note 7.
DWG 128
),yl
C.
V {/
77 ' (. v: 2} \a9g �D G / 2e $ . A ; cN 0.O2gp
! ty 2 jL
1
Ram=
AA
SMH. 52 �'� gtbo N
+50 0
/.
R l
l m =213.29! ® Q 1t t`` c175%
-p0 V " '{'0.50®
N
Lz246.22 CN2 -- 238. @64 Y= 131.39
i4 4• c' i \\
O t /
S = .OI00 _
__ _ Ss.0100 - -- - - - -- — _ —
S =.0104
\2
e
01
0
Om
N �F
9 �
C,Z
N e 0 N m
Cli
ew LV TIONo N S 18 uW 0 N
/ +75 4+0 +25 +50 +70 4905+0
+54 4+50.4 +62
n U \.
�PPROV 0C is 6 - a ;
BEING A MAJORITY
OF THE LEXINGTON
PLANNING BOARD.
£MD ®�SE� p.POd. ZI t9(®(®
rs
GUNT
�
g HER
GREULICH
11012
c ti� i
�7
�a
Sept, 22,1966
Sept 15,1966
Revised August 27,1966
6
&.2z
o2 1�
5 ...$
"•`'
s =
0
°0
M
�`AC
ai
o
0
N N
N
u
.
0
Om
N �F
9 �
C,Z
N e 0 N m
Cli
ew LV TIONo N S 18 uW 0 N
/ +75 4+0 +25 +50 +70 4905+0
+54 4+50.4 +62
n U \.
�PPROV 0C is 6 - a ;
BEING A MAJORITY
OF THE LEXINGTON
PLANNING BOARD.
£MD ®�SE� p.POd. ZI t9(®(®
rs
GUNT
�
g HER
GREULICH
11012
c ti� i
�7
�a
Sept, 22,1966
Sept 15,1966
Revised August 27,1966
6
&.2z
'<
5 ...$
"•`'
FARMS
SECTION
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