HomeMy WebLinkAbout05050070-Site Plan8901 Otis Aweaue Su~veyin~-
Hbto~e Fort Hmtson La~seal~ A~teet. m~
In(l~l~ll~, ln(~,um 46316-1037 GIS *LtS
Bl?-.&36-?lO0 Geology
Downstream Monhc~e, TC=
p~' I~an
[ns.o)
Note:
The contractor is to ~nointa n a m nimum
distance of ten feet (10) between the
sanitry sewer and wa[er line laterals.
Sod C~culations:,
Dd~ = 215 ~'~
Pdv~te Walk = 15
Sod = 67 SY+ , ~ele ~en~
Note:
~his drawing is based on construction plons or record drawings,
end is not hosed upon a field survey. ~he Schneider CorporeUo~
does not werront the acouracy or ~fficiency of this information.
Controctors should verify existing conditions prior to on),
construction. An), discrepancy found on th|s drowing should be
reported to The Schneider Corporation immediately; fa ng to do
so results in the contractors essumpUon of all liability.
Lot # 305 (283)
Vb05.0032242
of 6round/3to~n
flow
adiWduol lots.
Assume. North
Scale 1 = 20
Note:
Ruilda' to e~sure
positive droinage awoy
from structure(s).
FLOOD HAZARD STATEMENT
CERTIFICATION
No.
0303
TC=9~6,40 ~::
:1 rear ~ards
~rst
REVISION #1
ADDED LOT ~S
04'/28/05 AMA
TC=913.00