HomeMy WebLinkAbout06030097 Site Plan
This Plot Plan Prepared For.
Silver Thome Homes
Lot # 18, containing 23,812 S.F.t, in
Sedgwick
Instrument , 2002000855887
P.C. , 3, Slide' 87
3127 DONEGAL CIRCLE (50' R/VI)
Prepared Dote: 05/12/05 : By: .1<1
Community Restrictions:
Side Yard = 10
Rear Yard = 20'
Aggregate = 30'
Silverthorne Homes, LtC.
Finished Floor Elevation Information
Pad Grade = 915.9 per plan
Pod Grode + 1.0' = Garage FFE (916.9)
Garage FFE + 0.5' = Residential FFE (917.4)
Residential FFE - 10.0' = Basement FFE (907.4
GROUND CO>al CALCULA nONS:
Drive = 1,955 SFt
Public Walk = 307 SF t
Private Walk = 196 SFt
~~~~ Seed = 12,079 SFt
~~----~twzC"-_t. Sod = 7,198 SFt, from rear of home.
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Schneider
ROLL CURB
---
APRON
LTC=913:20
PER RECORD
ORA\\1NG
a.s.L.
19.3'
5.0'
~
'in
Cl
"'"
U')
TC=911.04'
PER RECORD
ORA\\1NG
FLOOD HAZARD STATEMENT
IIuo ScImeIder Corporation
11801 otU Amwe
m.toric.r.,:. _
lr...M....ll"ll~, Indiana 4G216-1037
317-82&-7100
317-82&-7200 rAI
~
llunoJl>I
~_tecl...
G1S'1llI
-
Pial Plan Leqend
[]QQ&] Proposed Grades
000.0 Existing Grades
__000.0-- Contour Grade
* Approx. Lateral Location
_ . - Sanitary Sewer lines
_" - Storm Sewer Unes
- 'W - Water Servlce Lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IIIl Curb Inlet (Storm)
o End Section (Storm)
..... Fire H~rant
_ 000 _ 000 - Flow line of swale
Note: Sanitary Sewer
Top of Costing information
Upstream Manhole, TC=915.62
Downstream Manhole, TC=913.20
per record drawings.
52.7'
58.;'
Note:
This drawing is based on construction pions or record drawings,
and i. not ba.ed upon a fieid .u"""y. 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. foiling to do
so results in the contractors assumption of 011 liability.
Note: Per HSE (Hamnton South Eastern) .Standards
for Design and Construction af BuDding Sewers, the
lowcst e1cvation to hove gravity sanitary sncc Is ta
be 0 minimum of one foot (1') above the lowest top
of costing elevation of either the first upstream or
downstream manhole on the public sewer system to
which the connection ie to be mode.
LOT # 18
VB05,0033668
o
D
=li:3.=
DetaB of t)plcal Ground
Water flow pattern for
indlYiduallots.
~
:M-~
/IW-
1/1 " ~
I
~
o
Assumed North
Scale: I" = 30'
Note: Builder to ensure
positive drainage away from
structure(s).
Note: The garage finished floor elevation i~
2.9' above the curb at the drive, per plan.
REVISION #1
ADDED FIREPLACE AND
12'X12' SCREEN PORCH
WIDENED DRIVE PER FAX
CURVED WALKS AND FLARED
PORCH
VB06.0049772
02/28/06 - KAG
REVISION #2
REVISED DRIVE WIDTH
03/01/06 - KAG
-----------------
IS' D.E.
206.52'
219.49' 912.0
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
15' D.E.
NOTE:
Tl'lE BASOIlENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED
AND BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM
THE CC>>4STRUCTION PlANS FOR THE SUBDlV1S1ON. UNLESS STATED. NO
INFORMATION ABOUT FlUCTUA71NG WAlER TABlES, SOIL CONDITIONS OR
SOIL TYPES 'WITHIN THE BUILDING AREA HAS BEEN PRO,,",Oro OR STA1ED
ON SAID PLANS. IT IS RECOUWENDED THAT BASEMENT FINISHED FLOOR
ELEVATIONS BE AT LEAST (2) FEET ABOVE THE NORMAL POOl ElEVAl10N
Of ANY ADJOINING BODIES Of WATER UNLESS A Sl1JDY Of FACTS
RE\O.LS OTHER'WISE.IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER
IS 'MTNESSED, THE SCHNEIDER CORP. SHOULD aE NOTlFlED IWMEOIATEl.Y.
THE B~ENT aEVA TION SHOULD BE RAISED (2) FEET ABO'Vt: THE
GROUNDWAlER LE\e. AND ADDITIONAL CONSTRUCTION lECHN1QUES SHOULD
BE INCORPORATED TO ALL.E\1A lE FUTURE PRoet..al5.
The accuracy af any flood hazard data shown on this plot plan is
subject to mop scale uncertainty and to any other uncertainty 1n
location or elevation on the referenced flood insurance rate mop.
ALL of the within desaibed land DOES NOT UE within that special
flood hazard zone A os soid land plots by scale on
community-panei , 180080 0205F of the flood insurance rote
mops for Fishers, IN (mops doled Feb. 19, 2003).