HomeMy WebLinkAboutSD-404-4NO. 7
h
\ 6a
ya
N22 Q2'30 "W 122.74'
EDGE OF PAVEMENT
3 +1 .64 3 +00
I` \ i
\1921
S-
s�
10
—196
\N
1�
°r% 5- ---- -S $ PVC EWER
_
2 +00
1 i'lAI? VIN, STREE1 a +oo
EDGE OF PAVEMENT
�— 192
--194 +
PLAN VIEW
SCALE: 1`20'
AS —BUILT CENTERLINE
GRADE —
N22 °02'29 "W , 85.00'
fix
'A%&MENT % cA_�
I 7—�
W
ti
INV =190.00
s
v �' w
so �.
v �
w
SMH y
RIM= 196.27 y
INV—I .25
2 +00 1 +00 0 +00
PROFILE
SCALE: 1 "= 20'(HOR
1 "= 2'(VER)
U.
0
o�
W
TM ELEV
X0.00
R= 198.1:
1= 191.65
LEGEND:
BIT.
CB
CLDI
CONC.
INV
PVC
SM'H
WV
WS0
—S—
_SS_
_W -
-WS—
NOTES
rX W
BITUMINOUS
CATCH BASIN
CEMENT LINED DUCTILE IRON
CONCRETE
INVERT
POLYVINYL CHLORIDE PIPE
SEWER MANHOLE
WATER VALVE
WATER SHUT OFF
SEWER LINE
SEWER SERVICE
WATER LINE
WATER SERVICE
FIELD TIES TO ALL UNDERGROUND UTILITIES PROVIDED BY THE
CONTRACTOR. LOCATION OF UTILITIES MUST BE VERIFIED PRIOR
TO EXCAVATION BY CALLING DIG SAFE AND THE TOWN OF .LEXINGTON
DEPARTMENT OF PUBLIC WORKS.
PREPARED FOR:
CORNERSTONE
CONCEPTS, INC.
P.Q. BOX 315
CARLISLE, MA 0174
kmEs
�3;ar
Y
KEENAN SURVEY
8 WINCHESTER PLACE
WINCHESTER, MA 01890