HomeMy WebLinkAbout06100058 Site Plan
(50' R/W)
sw.w<ik to b< pIoced
l' from property IIn~
.' from bock of curb,
per plan.
~
T'l'PICAL SWALE SECTION
~
9umJIaa
w..-pe ___
GIS.us
GooIoQ
Plot Pion legend
cmm Proposed Grodes
. 000.0 Existing Grodes
_ 000.0- Contour Grode
* Approx. loteral locotlon
- . - Sanllory Sewer lines
- Ir- Storm Sewer Unes
- 'rI - Water Service Unes
- - - - - - - Sub-Surfoco Drain lines
. Manhole (Sanitary or Storm)
. Beshlve Inlet (storm)
III Curb Inlet (Storm)
D' . End Section (StOrm)
.IA. rse Hydronl
- 000 -... - Flow line of swole
- - Bundlng Une (Bl / BSL)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Casting Information
Upstream Monhole, TO= 916.30
Downstream Manhole, T0=917.3O
per pion.
Note:
The ccnVactor Is to mahtaln Q minimum
dlstonco of tOIl feet (10') bet.eOll the
SCIlltry sewer and water line laterals.
, D.U.&S.S.E.
22.5' BJ.;-
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1915.01
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C#lAC{ CNI
16.0'
~T/
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1lC~
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soo
UNE
?aoo'
I 'OXI2'
1 Ofar
916.7
L.:: _ _
TO= 915.00 15' D.E.
PER PLAN
~
6.1'
I;;;:--
,
This drawing is not intended to be represented os a retracement or
original boundary survey, 0 route survey. or 0 Surveyor Location Report.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report Is subject 10
map scale uncertainty and 10 any other uncertainty in location or elevadon on the referenced flood
insurance rate map. ALL of the within described land DOES NOT LIE within that special flood hazard
zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel,
Indiana (maps dated February 19, 2003).
Note:
This drawing Is based on construction pions or
record drawings, and Is not based upon 0 fi~d
survey. The Schneid... Corporation does not warrant
the accuracy or sufficiency of this information.
Contractors should verify e,isting conditions prior 10
ony construction. Any discrepancy found on this
drawing should be reported to The Schneid...
Corporation immediat~y; failing to do sa results In
the controctors assumption of 011 1I0blllty.
Note:
Per Carmel zoning or_co 26.1.1 :
The residential district Imlts height to tWOllty-fIve
teet (25'), ha....... 0 d.e11~9 may be ~aeasod ~ hdght
to thrty-flvo teet (35) provided tho old. ond rocr yards
ore Increased on additional OIle toat (I') for each
ooe foot (1') the structure exceeds the fht
t'OIIty-flvo feet (25') in height
O.tol of GroUnd/ Storm
Water flow pattern for
Indivlduollols.
Note: Bulder to ensure
positive drainage away
from structure{.).
Lot # 36
Vb06.0062299
o
~
=li3.=
o
Assumed North
Scole : 1. .. 30'
fi (cyr'
I
RE~~OO II
ROTATED HOUSE
PER ED
10-04-06 III.A
FLOOD HAZARD STATEMENT
CERTIFICATION
,,1\l11I\\\IIII1I1/JI/I//f/,
#\'\c. L ti.1'/,I~
#:",~~......;.......:,.ph~
~<,,~,,'~G\S E"J:?e:.......".A~
"'~...~v No C"..;<>'"
I / . \ '\
= , 50303 ' =
g ': : g
% ..... STATE OF ./ ~
::::::: /'. ..;::::;
~< A.....IIvD'A""l>-.....~~
%,74tJ....S....U..ii\i.~" "#
~4j, l\' \..~\~~
'/fIJJJII/IIIII1I1\\\IIIII~
"-"- l. ~
f
~GNA lURE :
Consnunlly R..tr~tlon~
Side Yard ..3' min.
Rear Y",d = N/A
Aggregal. - 6 (B.H.)
R.H. of Indiana .
Flnished Floor EleyOtlon Information
Pod Grode = 917.7 p'" pion
Pod Grode + O. r - Garage fFE (918.4)
Carage fFE + 1.5' - Residential fFE (919.9)
Residential fFE - 9.0' = Basement m: (910.9)
ORlVEWAY SLIFE - 4.71
Note : The garage IInlohed floor ~'V<ltlon i
Is \.6' above th. curb 0\ the drl.... per pl~ _
Ground Cover Calculations '23f(~ 16.18
Drive = 832 SFi: ..?i; -
Public Walk -389 SFi: "'" 0S PER
Privale Wolk = 53 SFi: SlR.ml ~ r;>J~. 'If( .
Hydroseedlng =1,844 SFi: rc=~
Sod = 425 SYi:, from PER PUN i
Rear of residence
Note:
The boIernen\ elMtIoo, depleted "_ton, ha. been
d.tenniled and basod en the pad ~Qd" rxId/or
contOlJra token from the con.lr\lc:tlon pion. to( thll
albdMslon. Unless .tated, no InlormaUan about
ftuetuatilljl water tabla, 110I condilkt\S, ex lJOI tw"
has been providDd or .toted on eold p1<<11. this lot
II located 01(1' a body of water. lot or sol
condition. may ,..n that the boaement floor
e1..,tIa1 be h~d 2 foat above nonnd pool _.
Sit. nvootlgotion may be noodod If wot.. Is
enCOlUlllll'ed dumv tho IXC(MJUon procea Of If
other known woter elevation or lob condlUon. a-I
presenl lnvestlgaUon CIld any remedal procedures "
at the dIscr,tIon of the bJllder to dotermlne CI'ld
take ~propriotCl .teps of action. If /7IY !1ound water
liencounter.ddurlngexca'o'Otlonth.buld..iI
encouraged to contoct Th, ScMelder Corporation to
di:scuu possible COUfICI of octIon.
Note:
SUmp pump(.) 10 b. ~aced by
bunder a, neede~
OAT[:
~GNAlURE REPRESENTS CONnRMA~OO Of RECEIPT Of PlOT PLAN BY WSTOMER.