HomeMy WebLinkAbout07020129 Site Plan
Note:
This drawing is based on construction plans or record drawings,
and is not based upon 0 field survey. The Schneider; Corporation
does not worrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior tal any
construction. Any discrepancy found on this drawing I should be
reported 10 The Sdlneider Corporotion immediately; fo,ing to do
so results in the contractors ossumption of all liobDity.
Note
The basern<<lt eIevotion. depicted hnon. has been det.",lned and bosed
on the pod ,"odes tltdltX eanlaufl l~en from the eonstnrctlon ptcm
for this UldMsion. lklI_ stated. no ilformotion cj)oul f1uctuotng water
tables, soi ccrlditms. or toi Ips hos been pnMded or stated on said
pkrIs. Thillol Is located nelI' 0 body of wert.. lot or .. conditions
may ftlJ,lh that the boIJiImInt ftoor lIevotlon be held 2 foot above
normal pool elewJtion.. Sit. iMstigotion may be needed if wot. is
encountered durilg the IX'COWtian proces!I (If if other known wat.
eIlNotion fX sols conditions ere present Investiqcrtion and any remedial
procmes is at the acetion of the bulder to del.",... and hi.
~. steps of action. If (11'1 ground water Is encountered dumg
1"(NOtlon the bu... Is encouroged to emtact The Schneider Corporation
to GISCUS! possilIe courses of action.
NOTE:
SUMP PUMP(S) TO BE PLACEO
BY BUILDER AS NEEOED.
~.,
Schn8ider
This Plot Plan Po epcllld For: M/I !l......
Lot # 40, contoininglO,843 SJ.:t, in
Heather Kndl
SectIon , 1
Instrument f2OO5OOOOJ045
P.c. 3. Slide 560
Cay TOllIIIhIp. Hamlton CCllIlty
SEe 20. nllN, R03E
14263 CAMDEN LANE (50' R/W)
Westfield, IN - 46074
Prepored Date: 02/09/07: By. KAG
!be ScIIDeIdor CarporaUoa
8901 OUI .lftllue
-,Ycri_
__ _ 41211-1""
S11-121-1I00
311-112I-1200 r.u
EII&iDeerIllC
!IarNy\Dc
IoodIoope -
CJS.UlI
Goo.
Plot Plan legend
UlliO]] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. lateral locotion
- . - Sanitary Sewer lines
_ If- Storm Sewer lines
- w - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sonitary or Storm)
I Beehi... Inlet (Storm)
Curb Inlet (Storm)
D End Section (Storm)
... Fire H)'lront
_ 000 _ 000 - Flow line of swole
- Bunding Une (81. / BSl)
- - - - - - - Easement line
Community Restrictions:
Side Yard = 3' min.
Aggre<Jate = 6' B.H.
Zoning - SI
Mil HOMES
Pad Grode = 917.9 per pion
Pod Grode + 0.2' = Garoge FIT (918.1 )
Garage FFE + 0.5' = Residentiol FIT (918.6 )
Residenlial FIT - 9.0' = Bosement FIT (909.6 )
Ori_ay Slope = 2.6"
NOTE: GARAGE FJ.E. IS PROPOSEO TO BE
1.2' ABOVE CURB AT ORIVEWA Y T.B.M.
1Ilf710
TC-91~J9
PER REOOlO
ORAlING
Note: Sanitory Sewer
Top of Costing Infonnotion
Upstream Manhole, TC= 916.39
Oownstreom Monllole, TC= 917.54
per record drawing.
Note: The contractor is to maintoin 0
milinum distCJ1ce of ten feet (10')
between the sooitory sewer md .mer
In! laterals.
GROUNO COVER CAlCULA liONS:
Orive = 1,038SF!
Public WoIk = 223 SF!
Privete Walk =N/A SF!
Seeding = 6,380 SF!
Sod =1,600 Srt,
from front of residence.
lo! '8
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7. ,
,
135.05'
JB..ll'
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67 l ~i!
JJ~ 11\ 17.
Iil~ ~
8
---
FLOOD HAZARD STATEMENT
CERTIFICATION
,,1I1I1I1I1111I1/1/1///Ii/1.
~II" S L C)/f;%
~~iS ~.........:.......",t0~
$' ..,~~\s TE:J?e:.......A~
"'~ ..~v No o..;t>'"
, l 50303 .\ ,
% "STATE OF.. ~
~ ./ ". ,"a. f!
~c ~;;..!"'Ol"'~!:....f"\.~~
"'" 'Yli'f) ."........... ~ '\" ~
~4/' SUR't \......\~#
r111lil/lI/l/IIIIIII\\II''"
~l.~
This drowing is not intetd: t~t ~epresented as 0 retroc~ent or
original boundary survey, 0 route survey, or a Surveyor Location Report.
Flood Hazord Stotemenl: The accuracy of any flood hazord doto shown on
this plot pIon is subject to mop scole uncertainty and to any other
uncertainty in location or elevation on the referenced flood insurance rote
mop (FIRM). None of the within described lond lies .~hin thot speciol flood
hozard zone "A", os soid land plots by scole on Community Mop Panel ,
1800810001C of the flood insurance rote mops (FIRM) for Homitpn County,
Indiano, Doled Moy 19, 1981.
LOT. 40
VB07.0068408
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=~=
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Assumed North
Scole : 1" = YJ'
~ I~I'
ElX\
Detail of
Ground/Storm Woter:
Row pattern of on
individual lot.
D//
"'- -
"'-
Note: Bunder to ensure
positive drainage away
from structure(s).
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9
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99.29'
C.A. #'
VAR. DU&SSE &
LMAE&PPAE
LAKE #1
N.P.=909.00
100 YR=912.81
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.
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I
TYPICAL SWALE SECTION
NOTE: IN lHE RESlOENlIAl OISTRlCTS UMI11NG HEIGHT TO
nw:NTY-F1VE (25) FEET, A O~LiING MAY BE INCREASEO IN
HEIGHT TO lHIRTY-F1VE (35) FEET PROIIIOEO lHE SlOE ANO REAR
YAROS ARE INCREASEO AN AOOI11ONAl rOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS nw:NTY-F1VE (25) FEET IN HEIGHT.
PER CARMEL ZONING OR01NANCE 26.1.1.
'-