HomeMy WebLinkAbout04120056 State Release
0
<(
0 r -' 81
cDl
0:::: ~ . I --I................
<C I 28.5';; 38.76'
W Cl. RE~DENCE IS ON OR NEAR PROPERTY UNE
:z t- 3' WALK "-
---' <<>- 13.0''''
<C
0:::: :c 26.5' '" !:!:!a::~w N
0 Cl. u.!1 "" <D~ U . ~ ~
(/) en ffi ..ldas ..... ""- :il
OJ <C "" '" d -C<:
<C g>-=e1w N Cl '"
-1 b .201 30.5' -'I" '" 0;
W "" 38.76
:r:: RE~DENCE IS ON OR NEAR PROPERTY UNE
(f) 30. , "-
<D<D'-
R.D.E.
~~
Schneider
The Schneider Corporation
8901 Otis Avenue
Historie Fort Harrison
Indiuuopolls. Indiuuo 48216-1087
817-826-7100
817-826-7200 FAX
EDgm.-..
SurveyiIl&
Landscape Arcblloclure
GIS -IJS
""'I..,.
Plot Plm Prepared for: R.H. of Indiana
BLOCK 1 Lot # 270, cmtaining 2,028 S.F.%, in
Stanford Park
Sectlm # 3
Instrument # Unrecorded
P.c. # X. Slide # X
Cay Twp, HamDton County
See 20, T29N, R3E
_GOlDEN_G.ATE 0RI~~.J~'_~,1V) __
Prepcnd Date: 11/1872004: By. NAA
Proposed Buyer(s~ SPEc.
. COmmunity Restrictions:
Side Yard =3' min.
Reor Yard = N/A
Aggregate = 6 (S.H.)
PlotPlanleqend
IE2IJ Proposed G"ades
000.0 ExistingQ-odes
_000.0- Contour Grode
* Approx. Lateral Location
- . - Sonita'"Y Sewer Liles
-.- Storm Sewer lines
-w-WoterServiceLiles
- - - - - - - Sub-Surface Drain Unes
. Monhole (SanitlJ"Y 11'- Stonn)
I Beehive Inlet (Storm)
CUrt> Inl.t (51"",,)
o End Seclion (St"",,)
..... FIre Hvdront
-... - ... -Flow lJne of swale
- Buld"9 Uno (BL / BSl)
------- Easement Une
Sanitary Sewer Casting Information
Upstream Manhole. TC= 916.90
Downstream lAonhole, TC= 916.40
per plan
Finished Floor Elevation Information
Pod Grad. = 916.9 per plan
Pod Grode + 0.7' = Garage FFE (917.6)
(~ob) Garage FFE + 0.5' = Resideotiol FFE (918.1)
Sod Calculations:
Drive = 195 SF:I:
Private Walk = 189 SF:I:
Sod = 96 Sri . whol. )'Ird
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
Note:
This drawing is based on construction plans or record drawings,
and is not based upon 0 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 discrepancy found on this drawing should be
reported to The Schneider Corporation immediately. Ioiling to da
so results in the contractors assumption of all liability.
Note:
Buader to ensure positive drainage
away from ,tructure(s).
Lot # 270
Vb04.0026101
O.tol of Ground/ Storm
Water flow pattern for
indMduollats.
I I
I \ I I
In,
tT-1',
~
~
=Ji05.=
~
Assumed North
Scale: 1. = 20'
~.
;;;
b
4, .I ~t.
.... .~
TYPICAL SWALE SECllON
NOTE: THE WITHIN PLOT PLAN WAS
PREPARED AT THE CLIENT'S
REQUEST WITHOUT BENEFIT OF A
RECORD PLAT. THE CONTRACTOR
AND/OR BUILDER HAS BEEN
CAUTIONED THAT THE DEPICTED
LINES SHOWN HEREON ARE SUBJECT
TO CHANGE.
TC=916.90
PER PlAN
w
>
i I 0::::
~i, ~
~<(
IC)
-1[3
HO
-1
o
C)
t-
:z
L.U
~
L.U
(/)
<C
L.U
(/)
(/)
L.U
C<:
'-"
~
(/)
(/)
L.U
C<:
'-"
:z
I~
..,
""
'"
0;
.
<C
.
""
'-'
g
CD
REVISION #1
CHANGED LOT NUMBERS
12/08/04 AMA
Note:
Per Cannel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however a dwelling may be increased in height
to thirty-five feet (35') pro,;ded the side and reor )'Ird,
are increased an additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five reet (25') in height.