HomeMy WebLinkAboutSm As-BuiltMHOLE RIM =432. 00'
ss --
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- X32- BOSTING CONTOUR
EXISTING CONTOUR
LOT LINE
UNDER GRD, SER.
BIT UP CURBING
- - — - — - — - — - — - — - — . - FOOTING DRAIN
F5-2-81 PROPOSED
CONTOUR
CLEARING LIMIT
%
% -tc)
%
10
40,
>
1.848 ACRES
000,
DRILLED
WLLL
LOC. /
♦ i WELL RAD�
UG
UZK
T p
DECK
/vc/y INV. OUT@ HO.
-J4 4'2'5� =423.04'
,424 37'
CLEAN
OUT C3
ON
C-1UTLITIES
AV?
SS__ 10.rY
30 0 30 60 90 120
ss,
All
%oAq Apft
- =52'1948'
R=30.00'
L=27.40'
ss-_
PVC -PIPE
ID_l 40 tg 22" Rf6o
L=77.83
BENCHMARK
TOP MANHOLE
ASSUMED EL.
cl
41720'
W12 =K
TO CLASS A-2 STANDARDS,
TO T^E BEST OF MY KNOWLEDGE AND BELIEF THIS MAP
IS SUBSTANTIALL Y CORRECT AS NOTED HEREON
JOEL M. FULLER CT. I -S, NO. 14197
SITE IMPROVEMENT PLAN
EXISTING
L r it
#2 REBECCA COURT
MONTVILLE, CONNECTICUT
PREPARED FOR
SCALE: I "=30'- DA TE " MARCH 19, 2020