HomeMy WebLinkAbout06030202 Site Plan
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Sch18ider
The ScImeIdor CorporaUo.
8go1 otiI ,bout
m.torio Fori _
In,u....p''u~, Jnd1ana 4821&-1037
317-&6-7100
317-82lI-7200 FAX
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GIll'US
GeoIac
PI.t Plan legend
IJiliQ]) Proposed Grodes
000.0 Exl.tlng Grodes
_000.0- Cont.ur Grade
* Approx. Lateral Location
- . - Sanitary Sewer Unes
- If- Stann Sewer lines
- ~ - Water Service Unes
- - - - - - - Sub-Surface Drain Unes
. ~anhale (Sanitary Or Stonn)
I Beehive Inlet (Stann)
Curb Inlet (Stann)
D End Section (Stonn)
... Fire Hydront
-..oo-....o-Flow Une ofswoJe
Thl. Plat Plan Prepared For.
Silverthorne Hamee
Lot # 47, containing 16,129 S.F.:!:, In
Aberdeen Bend SubdM.lan
Instrument # 200500066134
P.C. # 3, Slide # 739
H~ll TON COUNTY, CLAY TOWNSHIP
12647PETRONIA COURT (50' R/W)
Cannel, IN 46074
Prepared Date: 03/06/06 : By. KAG
Community Reetrlctlons:
Side Yard = N/ A
Reor Yard = 25'
A99regate = 30'
Zonln9 = 51
Silverthorne Hames, LLC.
Finished Floor E1evotlan Information
Pad Grade = 913.6 per plan
Pad Grade + \.0' = Goroge m: (91 U )
Garage m: + 0.5' = Reeldentl~ FFE (915.1 )
Residential m: - 10.0' = Basement m: (905.1)
Nate: The 9arage finl.hed floor elevotian I.
1.7' obove the curb at the drive, per pion.
Ground Caver Colculatlans:
Drive = 1,682 SF:!:
Public Walk = 307 SF:!:
Prlvote Walk = 213 SF:!:
Sod = 11,465 SF:!:, the wh~e yard.
Note: Sanitary Sewer
Top of Castln9 Information
Upstreom Manhole, TC= 912.90
Downstream ~anhale, TC=913.00
per plan.
Nate:
This drawing is based on construction pIons or record drawings,
and Is not based upon a field survey, The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Cantroctars .hould verify exl.tln9 condition. priar to any
con.tructlan. Any discrepancy found on this drowlng .hould be
reported to The Schneider Carporotian immediately. failing to do
sa result. In the cantroctars assumption of all liability.
LOT# 47
VB06.0050066
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=Ji:3.=
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Assumed North
Scale: 1- = 30'
REVISION #1
EXTENDED DECK AND
SOD THE WHOLE YARD
VB06.0050188
03/07/06 - KAG
POND #1
C.A. #2 N P =905 00
VAR D.lI. ~ L~E. 100 YR W.S.E.~909.93
157.04
lHREE CAR
GARAGE
I
NOTE:
SU~P PUMP(S) TO BE PLACED
BY 8UILDER AS NEEDED.
912.50
~~
~~ <'<t'~ ~ ~_
lIS" . X ~
~~ 8
~~~ 'Ii~ W
~~ !ii
49.67'
REVISION #2
ADJUSTED REAR DIMS
ADDED FIREPLACE
VB06.0050522
03/13/06 - KAG
56.1'
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59.9'
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160.04
Datol of t)1)lcal Ground
Water flow pattern for
individual lots. I
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-
-
Note: Builder to ensure
positive drainage away from
.tructure(s).
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TC=913.00
PER PLAN
NOTE:
THE BASElilENT ELEVATlON DEPICTED HEREON HAS BEEN DETERMINED
AND BASED UPON THE PAD GRADES AND DR CONTOURS TAKEN FRO" ,,\\\\\\\III1II1II/1/II///!,
THE CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED. NO ~,*,'\ L I'~~
INFORMATION ABOUT FLUCl\JATlNG WATER TABLES. SOIL CONDIT1ONS OR ~ ~,~ . C/Jh~
SOIL TYPES WITHIN TI-lE BUILDING AREA HAS BEEN PROVIDED OR STATED ~ ~ ~"' ................,rr V.Lj~,
ON SAIO PLANS. IT IS RECOlilMENDED THAT BASEMENT fiNISHED FLOOR ~ ~.t G \$ Tel? i.... ...". A ~
ELEVATIONS BE AT LEAST (2) FEET ABOVE THE NORMAL POOl. ELEVATION ~~....~ No O'....;O~
OF ANY ADJD1NING BODIES OF WATER UNLESS A STUDY OF F ACIS =>. . -
REVEALS DTHER'MSE.IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER; 1....' 5030'3 \.:.' ~_-_;g
IS WITNESSED. THE SCHNEIDER CORP. SHOULD BE NOllF1ED IMMEDIATELY. ~
THE BASEMENT ELEVATlON SHOULD BE RAISED (2) FEET ABOVE THE ~~. ! ~
GROUNDWATER LEVEL AND AD0lT10NAL CONSTRUCTlON TECHNIQUES SHOULD ~ ... STATE: OF... ~
FLOOD HAZARD STATEMENT BE INCORPORATED TO ALLE"ATE FUTURE PROBLE"S. ~ <:;f,"'<~OI A".!:.....~$
~ '#; ........... ('\"~
The accuracy of any flood hazard data shown on this plot plan Is ~;, S UR ~ \.. ~#
subject to mop .cale uncertolnty and to any other uncertainty In r;""I1/II/I/IIII\II\\\\\\\~
location or e1evotlon on the referenced flood In.urance rate map, ~
ALl of the within described land DOES NOT UE within thot .peclal
fl.od hazard zone A os said land plots by .cole on ~ , l
communlt>-panel # 180080 0205F of the fiaad Insurance rote . \.-J-- '
mop' far FIShers, IN (map. dated Feb. 19, 2003).
FLOOD HAZARD STATEMENT
CERllFICA 1l0N