HomeMy WebLinkAbout04120071 Site Plan
.,
~
Plot Plan Prepored for: R.H. of INDIAtI'
lot' 154. contolnlng 11.566 s'F.:I:, In I]2Q]] Proposed Grades
a duu..... 000 0 Existing Grades
0,.........8 ....---000:0- Contour Grode
Sectlm , 2 * Approx. loterol locollon
Instrument , 200400001341 - . - Sanitary Sewer Lines
pc., ~ Slide' 321 - If - Storm Sewer lines
. ." - IJ - Water Service Lines
aoy Twp, Hamlton County _ _ _ _ _ _ _ Sub-Surface Drain Lines
See 30, TI8Il. R3E 0 Mo.hcie (Soni'.ory or St.,rm)
13363 SALAMONE WAY (50' R lull . Beehive Inlet (Storm)
1 "I fill Curb Inlet (Storm)
Prepored Dote: 12/08/2004 : By: JOG D End Section (Storm)
Propoeed Bu)lll(s): IN~TalY ... Fire Hydrant
- 0 0 0 _ 0 0 0 - Flow Line of swale
Building Line(Bl / BSl)
- - - - - - - Easement Line
Community Restrictioos:
Side Yard =N/A
Rew Yard = 20'
Aggregate = 10' (8.H.)
Sod Calculations:
Drive = 971 Sf:!:
Public Walk = 1,IH SFt
Private Walk = g SF t
Sod = 805 sn , trom
reor of home.
HjOroseed'ng = 3,896 SF t
TC=91~
PER PlAN I
It-
.
I
.
co
cO
i
b
PER PLAN
Note:
This drawing is bosed on construction plans or record
drawings, and is not bosed upon a field survey. The
Schneider Corporation does not warrant the accuracy Ofi
sufficiency of this information. Contractors should verifYI
existing conditions prior to any construction. Any discrepancy
found on this drawing should be reported to The Schneider
Corporation immediately, failing to do so results in the!
contractors assumption of all liability.
'nle Schneider Corporation
8901 0Ua AVeDue
Bialoric JOlt Ho.nUon
Illdlanapolll, Indlona 46218-1037
3t7-828-71oo
317-828-7200 FAX
EDoInoerln&
Sun.!In&
Landacape Arcb1tecturo
GI8 .lJS
GeololY
Plot Plan legend
Note: The basement e1eV<ltion, depicted hereon, has been
determined and I>osed upon the pad grades and/or contours
taken from the COflstrUCtlon plans for this subdI...;slon, Unless
stated, no information about fluctuating water tables, soil
conditions, or soR t)pes has been provided or stated on said
pIons. It Is recommended that the basement finished floor
elevations be at least two fset (2') above the n()froal pool !
elevation of any adjoining bodies of water, unless a study of
facts reveals otherwise. If during the excovation process any
ground water is witnessed, The Schneider Corporation should be
notified immediately. The bosement eleV<lUon should be raised two
feet (2') above the ground water, and addltlonal construction
techniques should be Incorporated to alleviate future problems.
Detol of Ground/ Storm
Water flow pattern for
individual lots.
Sanitary Sewer Costing Information
Upstream ~onh~e, TC. 911.20
Downstream Uanhole, Te::::: 913.40
per plan
Note:
Builder to ensure positive drainage
away from structure(s).
Note:
Sump pump(s) to be placed by
builder os needed.
o
D
=~=
o
Assumed North
Scale: 1" = 30'
Sidewalk to be placed
l' from property line,
4' from back of curb,
per pion on Salomone Way.
Sidewalk to be placed
l' fro.m property line,
14' trom bock of curb,
per plan on Dolan Way.
I I
I \ I I
,ill
I I \ I
Lot # 154
V,b # 04,0026858
Note:
Per Carmel zoning ordinance 26.1.1 ;
The residential district limits height to twenty-five
feet (25'), however a dwelling may be increosed in height
to thirty-five feet (35') pro.ded the side ond rear yards
are increased an additional one foat (1') for each
one foot (1') the structure exceeds the flfst
twenty-five feet (25') in height.
(911.94)
IJ
105.00'
.
----
J7.0'
25' Bl
fj!
28.
~
w
~ n;
I
8
~
130.00'
~GNA lURE :
Fmished Floor Elevation Information
Pod Grode = 913.5 per plan
Pod Grode + 0.1 = Garage FFE (914.2)
(8smt) Garage FFE + 1.5' = Residential FFE (915.7)
Residential FFE - 9.0' = 80sement FFE (906.7)
Note: The garage finished floor e1eY(ltlon ~
'J ~ 01"
is 3,7' above the curb at the drive, per plan, ~','
TYPICAL SWALE SECTION
(911.J4)
~ HANDICA:
RAMP
IJ IJ
RlJU. CURB
DOLAN WAY
... -;--
IJ
IJ
;
I
I
I
I
WAll<
911.1
15' DU&SE
.
>-
<t:
~I
w
:z:~
o .
~~
I
c0
~. ------
/
r
1
.
r:
i'5
'"
~
>
^
> .~ ~I
~ ~ 11l:\ ~I
- to ~ I_
~I
-26.4'
>
IJ
~
1 ~ ~
I>
1 I
I]]I[]
ROU CURB
DATE:
~GNAlURE REPRESENTS CONRRMATION OF REC8PT OF PLOT Pt.AN 8Y CUSTOI.4ER.
IJ
I
I
I
I
81
01
~I
1
I
I
1
I
1
1C=911.94
PER PL\N
IJ
1912.51
i\
.1 _\1>l
t,~
--r-- 43.2'
I
I
~
=>
c
\ ~
\
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.