HomeMy WebLinkAboutSD-301-3,.1- 1 a 0.v6 Rims 195.22
Inv -173.1 1 n v.z 160.7
SMH — - Rim-158.04
Inv.=178.3 5 =,0166 S
5— ----- S 24 "A� 24__ AC -
Ss.0073 SMH - - -- 5
- _�- ® Ste° S�� EASEMENT
: -
EXISTING
APPROX. N.O.RTH-
SEWER
L �Y
\,
/S2 TO � ✓ram Cr �� � I'rFlr�, _ ,
P3.G !
<1 € Rimz i i�vo =iP93 _ !
•.x. - _- \ \ \,� im e � � Rowe= 168. Ol �i.�v. �^ �t =. _11 j Rent -! �
�- 0 _ 3.6
'406 110,0 O t l3 .63 S01° -16''2 " I �R.2� ?a_ 4 �T.
p�"
`.m _ /?'/ °'- `J'..... O:� 8f-48 -. D _ !6' R.C_ -- p C t O.MN_ f36.33 R,2e °-2g 3gS Cy_� `fib �l
Rlm= l 1 - "�fl V1 f1. - MH 6+ %3 � --� '20.00 , Cl/ X473. (�,i f yv
� n °\
r, 165 t. ,f 9 06.63 c — 1040663 d°� _PT } P•.T S:3 r too r l ,T
g3 s 6 "A.C. 945683 a 6n _ o fr., , _rte . /n. C
O ',Ziw, 176 9
{r/, V
PC. :7+15.38
b
0) Rim=IBL.10 c
f
,'tr'V.
LEGEN:D.'
—W Water Main
0 -- Storm Drain
—S Sanitary Sower
Cone. Mon. to be set
.. / !dam 15urcr .Cs saRVF'ir
BENCH MARK
PK '1.3 up in pole 0 I Mason St.
Elee.= 199.16
DWG. 126
w�k�
f
MIT
w04 °eg�'-08„
RIM, I =I
SPOLIC)
T. (40 WIDE)
Main (ApProx.Only)
BEING. A MAJORITY
OF THE LEXINGTON
PLANNING BOARD.
O Street to be constructed in accordance. with Town of Lexington.
Standard Cross- Section for o "Local Street."
2)Sewer to be Class 2400 R.C. Pipe.
3.)Sowor manholes with services entering must have shaped channels..
®)Bounds shown are to 0e set.
8.)Aliconstruction to be in oacordance with °Standard Specificotions,1965,
Town of Lexington DP.W.' :utMass Otherwise noted.
WEsisting underground utility .lines are plotted from record data, the
actual location must be determined In the field.
Mower and water connections to streetline will be installed and plans
furnished to The Town of Lexington prior to release of bond for
construction of roads.
Sept. 22,1966
Sept. t 5, 1966
Revised August 27 1966
I X V`�9c
GUNTHER
GREAICN
11012
M ,' aT .� .
x
(♦:° � ;�
Aff
• FARMS
SECTION M
PLAN AND PROFILE
BOSTON SURVEY CONSULTANTS JULY 7,1966
263 SUMMER ST.
BOSTON9
I