HomeMy WebLinkAbout07040069 Site Plan
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The Schneider Corporation
8901 Otis Avenue
HiBtoric Fort Harrison
IndillDll.pollil. Indiana 46216-1037
317-828-7100
317-828-7200 FAX
EngIn,-
Sur.',""
Landscape Archlleclure
GIS .1J8
Geology
This Plot Plan Prepared For: R.H. of Indiana
Lot # 71 ,containing 6,615 S.F.:!:, in
Stanford Park
Section' 1
INSlR. , 200500009385
P.C. , 3, Slide , 5n
CERllFlCA 1E of CORRECllON
INSlR. , 200500044195
Oay Twp, HamOton County
Sec 29, TIaN, R3E
3480 Modesto Lone
Connel, IN 46074
Prepared Date: 04/05/07: By: AMA
Proposed Bu)'lll{s): INVENTORY
Plot Plan legend
(50'RfW)
[]QQ]J Proposed Grades
000.0 Existing Grades
_000.0"'- Contour Grade
* Approx. lateral lacation
- . - Sanitary Sewer Lines
-IT - Stann Sewer Lines
- 1,/ - Woter Service Lines
- - - - - - - Sub-Surface Drain Lines
e Manhoie (Sanitary or Storm)
. Beehive Iniet (Storm)
IIllI Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- '" <> <> - <> <> 0 - Flow Line of swole
Building line (Bl / BSL)
~ -- - - - - - Easement Line
Community Restrictions:
Side Yard ==3' min.
'(Reor Yard = N!A
,'Aggregote = 6 (8.H.)
';-',
'RH. of Indiana
~ijnjshed Floor Elevation Information
iPad Grade = 915.3 per plan
,lPad Grade + 0.7' = Gorage FfE (916.0)
) Garage FFE + 1.5' = Residential FFE (917.5)
LResidential FFE - 9.0' = Basement FFE (908.5)
!11Note ; The garage finished floor eJevotion
(i~:1.5' above the curb at the drive, per plan.
::;Or'ound Cover Calculations:
iDrive = 513 SF:!:
;,p,ublic Walk = 194 SF:!:
'/piivale Walk =51 SF:!:
:'Hydroseedin9 =2,149 SF:!:
i'60d = 232 SY:!:, fram
Rear of residence.
Optional Sod Packoge
~ydroseeding =1.378 SF:!:
Add!. Sod Pk9.= 86 SY:!:, ta
. ~ear easement.
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 915.26
Downstream Manhole, TC=916.27
per record drawing
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
10' l.M.A.
;' 1914.21
39.6'
1913.71
15' D.E.
OPTIONAL S~AGE --
914.8
X5'
D[Cl(
40.00' SOIl
. Sidewalk to be placed
; ,f from property line,
.,:4' from bock of curb,
:'per plan.
9.
BRIDGEPORT B
CO fRM&IISY 1:1
CO RESDENCE
c:) ill ::i
0J oJ 0
~ SUMP
PUMP
BSllNT
,..,
>ri
a;
5.6
6.0 25
26.0 16'
DRI\!: 26.0'
36.0 < 36.0'
915.0 . 91 .
5' WAlJ<
I APRON
30.0'
8-B 1914.401
< MODESTO LANE
INT
:".
"-.
I'JCAR
\RAGE
',,'..
".
sm., 728
TC=916.27
PER RECORO
DRA'MNG
Note:
This drawing is bosed 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 discrepancy found on this
drawin9 should be reparted to The Schneider
Corporation immediately; foiling to do so results in
the contractors assumption of all liabmty.
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however 0 dwelling may be increased in height
to thirty-five feet (35') provided the side and reor yards
ore increosed on additional one foot (1') for eoch
one foot (1') the structure exceeds the first
twenty-five feet (25') In height.
DetaR of Ground/ Stann
Water flow pattern for
indlviduallots.
Lot # 7~
Vb07.0071427
~
~
=101=
~
Assumed North
Scale: 1- = 30'
I I
:M;
,HI
Note: SuUder to ensure
positive drainage away
from structure{s).
Note:
The basement e/eWJtlon, depicted hereon, has
been determined and based on the pod grades
ond/Of contours token flom the construction
pions for this subdlvisioll, Unless stated, no
information about ftuctuotlng water tables, soli
conditions, or soil twes has been provided or
stated on saki plons. This lot 13 10000ted near 0
body of watlll'. lot or so~ conditions moy require
that the basement floor elevation be held 2 foot
above normal pool elewtlon. Site inYfStigatlon
moy be needed If water Is encountered during
the excavation process or If other known water
elevation or sob conditions ore present.
Investigation and any remedial procedures Is at
the dlscretron of the buUder to determine and
toke appropriate steps of action. If any ground
water Is encountered during excoYOtlon the
bulder Is encouraged to contact The Schneider
Corporation to disQlss possible courses of action.
Note:
Sump pump(s) to be placed by
buUder os neede~.
· -t---i
STR.' 729
TC=915.26
PER RECORD
DRA'MNG
~
<" s"^ ~I ""eli"
~
TYPICAL SWALE SECTION
: This drawing is not intended to be represented os 0 retracement 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 to 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 020SF for City of Carmel,
, ~ndiana (maps dated February 19, 2003).
SGNA lURE ,
DAn::
SGNAlURE REPRESENTS CONnRMA~ON or RECEIPT or Pt.OT PLAN 8Y CUSTOUER.
FLOOD HAZARD STATEMENT
CERTlFlCA TlON
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