HomeMy WebLinkAbout07030215 Site Plan
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The SclwIder CorporalJon
8901 0liI A.....
II!JloricFort_
bldluapollJ. lIld!allA 46216-1037
317-8211-7100
317-1llI8-7200 F.II
EuglIl......
Sam7lnI
LandJcape Arcl11loclure
G!3.!Jll
Geololl'
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This Plot Plan Prepared For. Arbor Homes
Lot # 14 . containing 13,176 S.F.:l:, in
The Trails at Hoyden Run Sec. 1
INSTR. # 200500069468
Cloy Twp, Hamilton County
Sec 20. T29N, R3E
3266 WININGS LANE (50'R/W)
Westfield, IN 46074
Prepared Dote: 03/12/07: By. KAG
Community Restrictrons:
Side Yard =3' min.
Reor Yard = N/A
Aggregate = 6 (B.H.)
ARBOR HO~ES
Pad Grade = 920.8 per plan
Pod Grode + 1.0' = Garage FIT (921.8 )
Garage FIT + 0.5' = Residential FIT (9223 )
Residential FIT - 10.0' = Basement FIT (912.3 )
Driveway Slope = 2.5~
Note: The garage finished floor elevation
Is 1.8' above the C1Jrb at the drive, per
plan.
GROUND CO',ffi CALCULA 1l0NS:
Drive = l,244SF:!:
Public Walk =411 SF:!:
Private Walk =197 SF:!:
Seeding = 3,524SF:!:
Sod = 6,183 SF:!: ,
even with the rear of house.
Note:
The contractor Is to maintain 0
minimum distance of ten feet (10')
between the sanltry sewer and water
line later~~
N/C RE'o1SON
RE'o1SEO PER FAX
3-21-07 SKN
FLOOD HAZARD STATEMENT
CERllFlCA llON
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~ .... STATE OF.... ~
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Piat Plan Legend
[]QQ;Q] Prapaeed Grad..
000.0 Existing Grades
- 000.0- Contour Grade
* Appro,. Lateral Location
- . - Sanitary Sewer Un..
-If - Storm Sewer Un..
- 'W - Water Service Unes
- - - - - - - Sub-Surface Drain Unes
. ~anhale (Sanitary" Storm)
. Beehive Inlet (Storm)
II1lI Curb Inlet (Storm)
D End Section (Storm)
.... ~re Hydrant
_ 0 0 0 - 000 _ Flow Une of swole
Note: Sanitary Sewer
Top of Costing Information
Upstream ~onhole, TC= 920.66
Downstream ~onhole. TC= 920.55
per record drawing.
'"
,..:
0;
94.00'
'"
,..:
0;
60,0'
~
=::
co
<D.
61.0'
91B.B
i'! 17.00 i'! DECK
'" .
1 .00
29.00
SUMP
MATTERHORN A PUMP
FRII!cIlSY
RfSDENCE
~
BASElIENT
~. 5.0
~
0>
i'!
POR
i'!
THREE CAR
GARACE
~
25' Bol
2.00'
--
-
--
I/Rj81f
T.C.=920.66
PER RECORD
RAWNG
,
25.77
68.32'
S' WAll(
20' D.U.&S.S.E.
.
920.5
--
This drawing is not intended to be represented os 0 retracement or
original boundary survey, a route survey, or 0 Surveyor Location Reparl
flood Hazard Statement: The accuracy of any flood hazard data shown on this report
Is subject to map scale uncertainty and to any ather unceriointy in location "
elevation on the referenced naad insurance rote map. All of the within described land
OOES NOT UE within that sp~~ naad haz<rd zone A " soid land piats by OC<Jle an
naad insurance rate map # 18057C0205F far City of Carmel, Indiana (maps dated
February 19, 2003).
Note:
This drawing is based on construction pions or record drawings,
and Is not bosed upon a field survey. The Schneider Ca,!>"ation
does not warrant the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to, any
coostructlan. Any discrepancy found on this drowing shouid
be reported to The Schneider Co,!>"atlan immediately. faDing
to do so results In the contractors oesumptlon of all lIobOlty.
Nots: I
The basement e!ewtrtx'l. depleted hereon, has been deteimlned C1nd based
on the pad grades ood/r:r ctx'ltoura taken from the construction plans
for this subdivision. Unless stated, no information aboutl f1uctuatng water
tables. soD conditions, or soli types has been provided or stated on said
plClnS. Thla lot Is Jocoted near a body of water. Lot or iou conditions
may require that the basement floor e1ewtlon be held 2 foot above
normal pool e1eYCItlon. Site investigation may be needed ff woter Is
encountered during the excawtlon pr0ce88 or if other MOwn water
e1ewtlon or soDs conditions tn present. Investigation and any remedIal
procedures 1s at the discretion of the builder to determine and take
appropriate steps of actlon. If any ground water Is enc~ntered during
excawtion the buDder is encouraged to contoct The Schneider
Corporation to discuss possible courses of action.
NOTE:
SU~P PU~P(S) TO BE
PLACED BY BUILDER AS
NEEDED.
LOT # 14
VB # 07.0069909
o
~
=li5l=
o
Aesumed North
Scale: 1. = 30'
Detail of t)picaJ Storm
Water flow pattern for
Individual lots.
I I
;+iv:
,HI
'"
,..:
0;
ote: Bullder to ensure
positive drainoge away
fram structure(s).
30' L~.A.E.&D.E.
0>
.,;
0;
[]ll
'b
<=>
d
"<I'
~
~
26.0'
36,0'
12.0'
<
R
M.H.I811
Tc-920.55
PER RECORD
ORAIlING
30.0' lA,
B-B VV
~.,
:i .
b ,
. ;!.. oet '
,
TYPICAL SW.l.LL ~cnON
I
Note: i
Per Carmel zoning "dinance 26.1.1 : The resldenti~
district limits hei9ht to twenty-five feet (25'), however
a dwelling may be Increased in height to thirty-five
feet (35') provided the side and rear yords are increosed
an addltlan~ one foot (1') far each one foot (1') the
structure exceeds the first twenty-flve feet (25') In
height.