HomeMy WebLinkAbout07030131 Site Plan
sS.
This Plot Plan Prepored For: R.H. of Iniliano
Lat # 152 , containing 8,650 SJ.:t, in
Stanford Pork
Section' 2A
INSlR. , 200600014565
PC 4, Slide 42
Ooy T wp, HomDton County
Sec 29, TIaN, R3E
3360 Burlingame Boulevard (50' R/W)
Cormel, IN 46074
Prepored Dote: 03/10/07: By. AMA
Proposed Bu)'lll(s): James T &
Alison Margaret Robinsan
The Sclmeider Corpontion
8901 Otis Avenue
Historic 'orl Harrison
Indianapolll. Indiana 482l6-1037
317-626-7100
3[7-828-7200 FAX
bilnoerlng
SUrv.yIng
t.ndscape Arch.lt.ecture
GIS 'US
GeoI'llY
Note:
This drawing is based on construction plans or
record drawings, and is not based upon Q field
survey. The Schneider Corporation does not warrant
the accuracy or sufficiency of this information.
Contractors should verify existing conditions iprior
to ony construction. Any discreponcy found on this
drawing should be reported to The Schneider
Corporation immediately; foiling to do so results in
the contractors ossumption of 011 liability.
Note:
The basement elevation. depicted hereon, has been
determined and bosed on the pod grades ClOd/or contours
taken from the construction pions for this subdivisIon.
Unless stated, no information about fluctuating water tables,
soh conditions, or soh t}pes has been provided or stated on
soid plans. This lot Is located near a body of water. lot Of
soil conditions may r8<lulre that the basement floor elevation
be held 2 foot above normal pool elevation. Site
investlq<!tion may be needed if water Is encountered during
the excavation process or If other known water elevation ()(
soils conditions are present Investigation and any remedial
procedures is at the discretion of the bunder to determine
and toke appropriate steps of action. If any ground water Is
encountered during excavation the buhder Is encouraljed to
contact The Schneider Corporation to diSCtJss possible
courses of action.
Note:
Sump pump(s) to b. placed by
builder as needed.
Community Restrictions:
'Side Yord =3' min.
Rear Yard = N/'"
Aggregate = 6 (S.H.)
Plot Plan Leqend
[]Q[[] Proposed Grades
ODO.O E,isting Grades
__ 000.0-- Contour Grode
* Appro,. Lateral Location
- . - Sanitary Sewer Lines
-If - Storm Sewer Lines
- 'vi - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sonitory or Stonm)
. Beehive Inlet (Storm)
11III Curb Inlet (Storm)
D End Section (Stanm)
... Fire Hydront
- 0 0 0 _ . 0 0 - Flow Line of swale
Building Line (BL / BSL)
- - - - - - - Easement Line
lR,H. of Indiana
:finished Floor Elevation Information
:.pod Grode = 916.4 per pion
~Pad Grode + 0.7' = Garage FIT (917.1 )
:!;arage FFE + 1.5' = Residential FIT (918.6)
FResidential FIT - 9.0' = Basement FIT (909.6)
,'-'
rnm
F:.
soo 8
12.00 ;:
f
a
~l'l
~:li
~
SlrRUNG C
fR~&MSY
RE90ENCE
BS~NT
19.83'~ 8.98'
6.5' POR
~
25' G.B.L
915.6
22.5' B.L
20' D.&U.E.
ROlL CURB
Note: Sanitary Sewer
Top of Costing Infanmotion
Upstream Manhole, TC= 915.80
Downstream Manhole, TC=915.79
per plan.
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sanitary sewer and water line laterals.
SOD
30.0,1
~~-'J
~
"f>;
~o:
...;
1-' ::;
.."
<D .
"":,,
I'. 0
IN N
~
I
"
<.D
g ~
1n
lHREE CAR
GARAGE
8
....
N
0.38'
5' WAlK
--
HANOlCAP
RAWP
<
URLlNGAME BOULEVARD
------------------------
SJR.' 740 60 14'
TC:91S.BO .
PER PLAN
<''In' nil J.c: c:: ~
This drawing is not intended to be represented as 0 retrocement or
. original boundary survey, a route survey, or a Surveyor Location Report.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainty and 10 any other uncertainty in location or elevation on the referenced flood
insurance rate map. ALL of the within described land DOES NOT LIE within that special flood hazard
zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel,
Indiana (maps dated February 19, 2003).
ill
i3
~
~
~
g~
~~
w
:z:
<(
---l
W
---l
<(
>
>-
:z:
:z:
::::>
(/)
Detail of Ground/ Storm
Water flow pattern for
Individuollots.
Lot # 152
Vb07.0069781
~
~
=~=
.
I~
1
I \ I
18
I I \
Note: Builder to ensure 0
positive drainage away Assumed North
from structure{s). !I Scale: ,- '" 30'
~
TYPIC....L sw....LE SECTION
Note : The garage finished floor elevation
is 1.3' above the curb at the drive, per plan,
Ground Cover Calculations:
Drive = 745 SF:!:
Public Walk = 917 SF t
Privete Walk =161 SFt
Hydroseeding =2,532 SFt
Sod = 465 SYt, from
Rear of residence.
Optional Sad Package
Hydraseeding =1,113 SFt
Add!. Sod Pkg.= 158 SYt, to
Rear easement.
Sidewalk to be placed
l' from property line,
4' from back of curb,
per plan.
Note:
Per Carmel zoning ordinance 26,1.1 : The I
residential district limits height to twenty-five !
feet (25'), however a dwelling may be increased in
height to thirty-flve feet (35') provided the side
and rear yards are increased an additional onel
foot (1') for each one fool (1') the struclure
exceeds the first twenty-five feet (25') in height.
FLOOO HAZARD STATEMENT
CERTlFICA TlON
,,\1\\\\\11111111/1/111///1.
#\" "- L /l '1,%
~~\." 'lJ:""h~
~ .~.'~ '\ ......"...... /T (/./..i~
$ <.."'..tG\S TE'Jr~"""",<>~
i';c--."..'"" No 0',,;,<>""
[f ~.... ..... %
~ i S0303 \ ~
~ ; : ~
% \. STATE OF ./ ~
~ /.... ....~ ?!2
~(~ '..(I\iOIA~~'" ~~~
~r4tJ"'S"'U'''ii\i\~ 1#
'~4/, 1\ '( ~\'V-.;@
'/"I!II1II1IIIlIIl\l\\I\\~ I
"-'-'-- l f11 i
9G1lA lURE :
DAlE:
~GIlA lURE REPRESENTS CON~R~A nON Of RECEIPT Of PlaT PLAN BY CUSTa~ER.