HomeMy WebLinkAbout06030054 Site Plan
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This Plot Pion Prepored For:
SUvorlhome Homes
Lot # 12. contolning 4e,529 S.F.i, In
Sedgwick
Instrument # 200265887
P.C. # 3, Slide # 67
HamUton County, Oay Township
13504 SEDGVI1CK LANE (SO' R/W)
Carm~, IN 4e074
Prepared Dote: 02/20/06 : By. KAG
Community Restrictions:
Side Yard = N/A
Reor Yard = 25'
Aggregate = 15'(B.H.)
SUvorlhome Homes, LLC.
Finished Floor E1e",tion information
Pod Grode = 917.5 per plan
Pod Grode + 1.0' = Gorage FFE (916.5)
Gorage FFE + 0.5' = Resldentlal FFE (919.0)
Residential FFE - 10.0' = Basement FFE (909.0)
Note: The garage finished floor ~e",tion Is
2.5' abo the curb at the drive, per pion.
TIle _ Colporalloo
81101 0IlI A",,",
_rorl_
h..fi.".p"'K't, lDdiaD& _8-1OS7
817-828-7100
~7-828-7200 pa
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ll1lnoJl>I
LoDdJcape ArclIltecl",
GIS'LIS
Geolllt7
Plot Plan Legend
[QOO;[J Proposed Grodes
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Unes
-11'- Storm Sewer Unes
- \I - Water Ser'IIce Line.
- - - - - - - Sub-Surface Drain lines
. ~onhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IIlII Curb Inlet (Storm)
D End Section (Storm)
... Fire Hl<lrant
- go.. -.. 00 -Flow L1ne of swele
Note: Sanitary Sewer
Top of Costing Informotion
Upstream ~anhole, TC=916.60
Downstreom ~onhole, Tc;.. 915.60
per record drawing.
GROUND CO~ CALCULATIONS:
Drive = 1,670 SFi
Public Walk = 366 SFi
Pri",te Wolk =211 SFi
Seeding = 30,637 SFi
Sod = 11,516 SFi,
from rear of home.
Note:
This drawIng Is based on construction pIons or record drawings,
and Is nl1.t baled upon 0 fl~d survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this Information.
Contractore should 'verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation Immedlat~y. foiling to do
so results In the contractors assumption of 011 liability.
Note: Per HSE (HomUton South Eastern) .Standards
for Design and Construction of BuUdlng Sowers., the
lowest elevation to have gravity sanitary snce is to
be a minimum of one foot (1') above the lowest top
of costing elevation of either the first upstream or
downstream manhole on the public sewer s~tern to
which the connection Is to be mode.
LOT # 12
VB06,0049386
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=li:5l=
DeteD of t)1)lcol Ground
Water flow pattern for
Individual lots.
~
Assumed North
Scale: ,. = 40'
-0i
- "
PLEASE NOTE THAT THE SlRAlGHT LINE SLOPE
OF THE DRIVEWAY FRO~ THE GARAGE nNISHED FLOOfl
ELEVATION TO THE TOP OF THE CURB AT THE CENTER
OF THE DRIVEWAY EXCEEDS 5~ AS PROPOSED, THIS SLOPE
IS BASED ON THE REQUIRED ~INI~U~ GARAGE nNISHED
FLOOR ELEVATION AND THE EXISTING TOP OF CURB ELEVATION.
NOTE:
SU~P PU~P(S) TO BE PLACED
BY BUILDER AS NEEDED.
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cf (/ -1",
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10~r
4~8'
221.63'
Note: Builder to ensure
positive draInage away from
struture(s).
NOTE:
H BASalOO ELEVAlll* DEPIClED ttE!lEC* HAS IIE!H DETERWIIED NID BAD ~ lllE PAD
QWl3 NI) ~ c:omx.RS TAKEM FRlliI H CCHSTR!JC1KIr( FUNSftR lH[ SlBlMSKJr(.
UNLESS STAlED, NO IHFORWAQ A8ClJTFWCllJA'lIIG WAlER TAELES. Sl11X1011C1G ~ stl.
TftS wa. lH[ llJI.lXNQ N1fA HAS BEEN PROYOO) CR STAlED CW SAD PI..ANS. IT IS
REC06DDED tHAT BASaDT fNHD R..OCR ELEVA1K*S IE AT LEAST (2) FEET ABfM. 1H[
NORWAL POX. ELEVA1Jllrt (F NfY AD.ONIIC ecm:s (F WAlER IJNLESS A SllIDY (F fACTS F
DURlHG 'H EXCAVAlll* PROCESS. NfY GRCUIDWAlER RE\{AU3 OllfR&. IS IIlNESSED. 111:
sotlElDER (:(WI. SHOOLD II[ NOTfED IlIEMAlElY, H BASaIJr/T ELEVAlll* SHOOUlIE
RAtsED (2) FEET MXM.1H[ GRIlIHOWATER LOO.. Nfl ADDl1K>>IAL CCl4SlRlJCT1CH l[QffO.E.S
SHCWlIE ~1ED TO AlJ.ElMl[ FUME PRCfIl.EWS.
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard data shown on this plot plan 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 UE within that special
flood hazard zone A os sold land plots by scale on
communlty-pan~ # 16057 0205F of the flood insurance rote mops
for Fishers, IN (mops doted Feb. 19, 2003),
REVISION #1
ADDED STOOPS &
FIREPLACE
VB06.0049777
02l2B/06 " KAG
TC>-916.60
PER RECOOO
ORAY!NG
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