HomeMy WebLinkAbout06040040 Site Plan
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5ctneider
The Schneider Corporation
89(WOtta Avenue
,,- Historic Fort Harrison
Indlanapou., Indj"", 46216-1037
317-828-7100
317-828-7200 fAX
En&lneorln&
-oyin&
Londocape Arcldtecture
Gill .IJS
GeoI"Il'
Note:
This drawing is based on cOllstructiOll 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 drawing should be reported to
The Schneider Corporation immediately, failing to do so
results in the contractors assumption of 011 liability.
Note:
Per Carmel 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') provided the side and rear yards
ore increased on additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
This Plot Plan Prepared For. R.H. of Indiana
Lot # 89 ,contoining 6,600 S.F.t, in
Stanford Park
Section I 1
INSTR. I 200500009385
P.C. I 3, Slide I 577
CERTIFlCA TE of CORRECTION
INSTR. I 200500044195
Oay Twp, HamDton County
Sec 29, T1aN, RJE
3476 Millbrae Orive
Camnel, IN 46074
Prepored Date: 03/30/06: By. AMA
Proposed Buyer(s): Michael & Gretta
Pote
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6 (B.H.)
R.H. of Indiana
Finished noor Elevation Information
Pad Grade = 916.7 per plan
Pad Grade + 0.7' = Garage FFE (917.4) 880
N.P.=90 .
Garage FFE + 1.5' = Residential FFE (918.9) '100 YR.=912.52_
Residential FFE - 9.0' = Basement FFE (909.9) C.A. #3 __
LAKE #3
VAR. O.U.I<S.S.E. I< S.L.E. I<
LM.A.E.&R.O.E. I< P.l.E.E.
915.0 55.00
(50'R/W)
Note : The garage finished floor elevotioo
is 1.4' above the curb at the drive, per pion.
Ground Cover Calculations
Drive = 513 sa
Public Walk = 194 SF!
Private Walk =52 SF!
Hydraseeding =2,434 sa
Sod = 222 SYi, from
Rear of residence
Sidewalk to be placed
l' from property line.
4' from bock of curb,
per plan.
z
~
"
i:, StoPE: ~ ..: ~ s\.-oPE.
TYPICAL SWALE SECTION
5lRl721
TC=916.30
~
41.9'
/
10.0'
10.JJ Sao
Gc
;y
CC 0
I!? 0
iil c::i
'"
...
<ci
0;
67'
.!icB.L.
I.L. *
M.E. <
2'
_'.5'
Plat Plan Legend
[]QQ]] Proposed Grades
000.0 Existing Grades
__ 000.0- Contour Grade
* Approx. Lateral Locatlon
- . - Sanitory Sewer Lines
- at - Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub- Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
II1II Curb Inlet (Stanm)
D End Section (Storm)
..... Fire Hydrant
- 0 0 0 - 0 0 0 - Flow Line of swale
Building Line (BL / BSL)
- - - - - - - Easement Line
Lot # 89
Vb06.0051572
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Note: Sanitary Sewer
Tap of Casting Information
Upstream Manhole, TC= 916.30
Oawnstream Manhole, Te= 917.30
per plan.
Detail of Ground/ Storm
Water flow pattern for
individuallols.
I I
:\h:
,WI
~
Assumed North
Scale: I" = 30'
Note: Builder to ensure
positi....e drainage away
from structure(s).
915.0
Note:
The contractor is to maintain 0 minimum
distance of ten feet (10') between the
sanitry sewer and water line laterals.
15' O.E.
-----
~386'
&!iZJ . 43.6'
43.6'
5'X7'
DECK
28.00
Note:
The basement elevotioo, depicted hereoo, has been determined
and based upon the pad grades and/or contours taken from
the construction plans for this subdivision. Unless stated, no
information about fluctuating water lables. soa conditions, or
soil twes has been provided or slated on said plans. It is
recommended that the basement finished floor elevations be
at least two feet (2') above the normal pool elevation of any
adjoining bodies of water, unless 0 study of facts reveals
otherwise. If during the excavation process any ground water
SU' is witnessed, The Schneider Corporation should be notified
PUt immediately. The basement ele....ation should be raised two feet
(2') abo....e the ground water, and additional coostruction
techniques should be incorporated to alleviate future problems.
Note:
Sump pump(s) to be placed by
builder as needed.
gal.
8
v 12.00 S
soo
1:l
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N
STERUNG B
fRM&lISY
RE~DENCE
N
o
o
O.
"'
~
.,;
N
~
;;i
SUMP
PUMP
o
.00'
BSlONT
~ .00'
""
15
~
19.63'
. POO
8
::!
JW()
GAR
6.3' .62'8 .
20..
55' _ 15
~
JW() CAR
GARAGE
.62"820.75'
2 ' G.B.L.
-Ii' 22.5' B.L. 1
26.0' DRI", 20' D.I<U.E. 26.0' DRI
36.0' 36.0'
916.1 916.4 44.
5' WAI.J(I
.
~ m ~ lliV:9160 I
1191r~
MILLBRAE
30.0'
B-B ROll CURB
-1
FLOOD HAZARD STATEMENT
CERTIFICATION
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% . STATE OF ..... ~
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DRIVE TC=916.26 ~
PER PlJ,N - ~
I 5lRl720
TC=917.30
PER PlAN
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f'~t,...
t
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subjecllo
map scale unc8i"tainty and to any olher uncertainty in location or elevation on the referenced flood
insurance rale 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 rale map # 18057 0205F for City of Carmel.
Indiana (maps dated February 19, 2003).
~GNA TURE :
DAlE:
~GNATURE REPRESENTS CONFIRMA~ON Of RECEIPT Of PLOT PlAN BY CU5TOIAER.