HomeMy WebLinkAbout06060067 Site Plan
~.,
Schneider
Note:
This drawing is based on construction plans or record drawings,
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction. Any discreponcy found on this drowing should be
reported to The Schneider Corporation immediately; falling to do
so results in the contractors assumption of all liability.
The Schneider Corporation
8901 otis Avenue
Hist.oric Fort Harrison
IndiAnapolis. Indiana 46216-1037
317-826-7100
317-828-7200 FAX
ED&ineering
SUrveying
Landscllope Architecture
GIS .US
Geology
Plot Pion Legend
[]QQ]J Proposed Grodes
000.0 Existing Grodes
__ 000.0-- Contour Grade
* Approx. Loterol Locotion
- . - Sanitary Sewer Lines
-IT - storm Sewer Lines
- I.J - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Monhole (Sonitory or Storm)
. Beehive Inlet (Storm)
l1li Curb inlet (Storm)
D End Section (Storm)
.... Fire Hydront
- 000 - 000 -Flow Line of swaJe
This Piot Pion Prepored For:
Trinity/Beazer Homes
Lot # 1 ,contoining 14,096 S.F.:!:, in
Yorktown Woods
Section # 1
Instrument # 200600017282
P.C. # 4, Slide # 48
C.O.C. Instrument # 200600023419
Hamilton County, Cloy Township
Section 19, Township 18 N, Ronge 4 EAST
14227 Louro Visto Drive (50' RjW)
Cormel, IN 46074 - '--
Prepared Dote: 05-17-06 : By. MBK
Community Restrictions:
Side Yord = 6' (BH)
Reor Yord = 20'
Zoning = ROSO III
LOT # 1
VB # 06.0054516
Note: Sanitary Sewer
Top of Costing Informotion
Upstreom Monhole, TC= 823.50 Per Pion
Downstreom Monhole, TC=822.00 Per As-Built
Finished Floor Elevation Information
Pod Grode = B27.23 per pion
Pod Grode f 0.33' = Gorage FFE (827.56)
Goroge FFE f 1.04' = Residential FFE (828.6 )
Residential FFE - 10.0' = Basement FFE (818.6
Detail of twical Ground
Water flow pattern for
individual lots.
Note: The contractor is to maintain
o minimum distonce of ten feet (10')
between the sanitary sewer and
water line laterals.
I I
I \ III
,ll\,
,D,
Note: The garage finished floor elevation
is 5.6' above the curb ot the drive, per
pion.
Ground Cover Calculations:
Drive = 904 SF:!:
Public Wolk = 31B SF:!:
Prlvete Wolk =6 SF:!:
Reor Yord = 825 SF:!:
Sod = 414 SY:t: , from reor of home.
"
"
'0
OPE .~
iq
ir~ '\ s\.apE
Note: Builder to ensure
positive drainage away
from structure(s).
TYPICAL SWALE SEC110N
Note: Sump pump(s) to be
ploced by builder os needed.
H.E. 624.5 174.95'
~
<;i 30.0'
S 6 ~
I r-
I )>
i C ,,~ I
I ::0 ~~ I
)> " "
I S;:Rl I
Z~ I
I < "
I I
UJ 10.0' I
I --l PER PLA~
I )>
I I
, CJ I
I ::0 I
i < I
, f"Tl ,
I \
ROll CURB
15.7'
H,E-mill 8
81.9'
38.33'
~
'"
'i1
"'~
~-~
<!;
~
77.9'
'"
CO( .....
pi en.
~l
r"
Fll~ iI kJ
~i$
~n
~
~I ~~ ~
"'I~ ?;; g> ill
~ & p ~~ ~ ~
.17'~ 24.63' &
26.00'
'"
!l!
5<
39.71'
L
8
-------------~ I
------"1
172 48' TC=826.60
. PER PLAN
15.7'
10' D.&U.E.
NOTE,
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-FIVE (25) FEET, A
DWELLING MAYBE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED
THE ~DE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
~.a.tC-.
~
~i~.
'("~Y\::' ~- H;(j,1- I VL
'W'~r-t~~ 0
~
=J05,=
o
Assumed North
FLOOD HAZARD STATEMENT
CERTIFICATION
,\1\\\\\1111111111/1/////1.
~~\\\ L 'l/ij~
.# ~ "S ,,,.,:,,,, C4'/~,%.
~~~ ....STc... VA ~
~~,,'~G\N ~i-6" /G>~
g<::::)....((- o. ....;<>~
I ( 50303 ) I
~ ~ : ::::
% \. STATE OF..... f!
~/"'I ........<\ ~
~(4A;.../VDIA~~:'" C'\.~~
'*' 'Y1Jf) '..".""." (" '\" $i'
~/,I//, SU~'t \.~#
7////1111111111\\\\\\\\\\\\
"-""- l . f--ri
PLEASE NOlE 1H~ T 1HE S1R~\GHT LINE SLOPE
OF 1HE ORIVEW~ Y FROM 1HE G~RAGE FINISHED flOOR
ELEVATION TO 1HE TOP OF 1HE CURB AT 1HE CENTER
OF 1HE ORIVEWA Y EXCEEDS 5~ ~S PROPOSED. 1HIS SLOPE
IS BASED ON 1HE REQUIREO MINIMUM G~RAGE ~NISHEO
FLOOR ELEVATION ANO 1HE EXISTING TOP OF CURB ELEV~TION.
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plot pIon is subject to map scole uncertainty and to any other
uncertainty in location or elevation on the referenced flood insurance rote
mote (FIRM). None of the within described land lies within thot speciol flood
hazord zone "A", os soid lond plots by scoie on Community Mop Ponel #
18057C 0026 F of the flood insurance rote maps (FIRM) for the city of
Cormel, Hamilton County. Indiano. Doted Februory 19, 2003.
0102030
~
SCALE 1" = 30'