HomeMy WebLinkAbout06110060 Site Plan
10/24/2006
05:08 pm
From:
~..,
Schneider
826-7110 To:
The Schneider Corporation
8901 Otis Avenue
Historic Fort Hanison
Indlanapolls, Indiana 46216-1037
317-626-7100
317-826-7200 FAX
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317 814 2231 Page: 1
Engineering
Surveying
Landscape Architecture
GIS. IJS
Geology
TYPICAL SWALE SECTION
A:,SLOf't.
Not.
The basement elevation, depicted hereon, hc! b@!l'l determiled and blJ5ed CfI the
podg~ncuTllIClkenom UonpliT\srorlh1911Ubdlislon.
Unles:!!: sto\ed.-JIO.o.inrorrrll~UOl'n!trollt-nuclUO[ing water 0 ;-!lO~ conditions, or sOll
l;pe!l-~beenprD'lidedor:rlQledon!lOjdpIQns.Th:slot'locoledneo"abodl0f
~::.:., ~,::::"';O~~~,~,?,:_";:~: ~,~,~. ':':.,,~:,'~~,~~,,:,ti~",~':'1d
Mcounler!d .tJrlng the !xco\'Cf or if (".,~ Il"own wall'!' e!erotion rJf !!OTIs
diiionrmqiresen nYe9tigationondonyrerr".__Jprocedureos!sot the
discretion 01 the buader to determine and toke ~propriQte steps of oclian.1f ony
ground W<ller is encDUnlered during excQYQtion Itle bu~def ii encouraged \0 ctIfllact
Thl! Schnl!.lder CorparollOfl to dl9C\J!lS po!l:lllbll! CCltr of ftdlM
NOTE: \)J C ~
TIfIS DRAVM4G IS BASED ON
ClliSlRUCTlON PLANS OR RECOOD
DRA\\rnGS AND IS NOT BASED UPOO ^
flEU) SURVEY. THE SCHNEIDER CORP. DOES
NOT WARRANT THE ACCURACY OR
SUFFICIENCY OF THIS lNFORI.IATlON. lHE
COOTRACTOO SI-lOUlD VERIFY EXISllNG
cctlOlll0NS PRlCfl 10 ANY CONSlRuCTIlll.
MiY DISCREPIINCY FOUND UPON tHIS
DRAWING SJ-lOOLO BE REPOOTID TO THE
SCHNEIOER CORPOOATION IMI.IEDIATElYi
rAllUR[ TO DO SO VolLl RfSUlT IN lHE
W'HRACTOOS ASSUMPnON a: WBIUTY.
NOTE: GARAGE F.F.E. IS
PROPOSED TO BE 3.8' ABOVE
DRIVE ELEV, PER PLAN.
DRIVE SLOPE = 5.6%
SIDE YARO = 5'
REAR YARD = 20'
AGGREGATE = 10'
LOT # 49
9,235 SF
<f?
~
ASSUMED NORTH
SCALE ," = 30'
FLOOD HAZARD STATEMENT
CERllFICA nON
,\\\1111\\\11 I IIIIII/I/////,
#'~ L CWij0;;
~~~....''''.:''''...~.0J%
~ ~...tG's TE"I?;....~..-<'~
f<::::,/.4- No. o."..,~~
i . 50303 . J
% .. STATE OF., It
~~;;;./A;D1A~'?:"/~.#
"%7/f/J ...S....U..R..:;i\ '\ "#
~/ijj, ~ ~#
""!I/I/IIIIIIIIIIIII\III\~
~l~
SIRI m
TC-816.9D
PER RECOOD
DRAIIlNGS
-\/
\ \\\NDOW
11m
617.7
16.0'
616.2
.
Rotl CURB
\/
TOP DF IIlNDOW IIm(s)
~UST ~EET THE ~.F.P.G.
Of 816.9 ON lHrs lOT.
This drawing is not intended to be represented as a retracement or
original boundary survey, a rouLe survey, or r.. Surve)Klr location Report.
flood Hazard Statement: The oct\lracy af any ~ood hazard data shown on lhis report is
subject to map scole uncertainty and to any other uncertainty illocation ar elclIOtion on
the referenced flood insurance rote mop. A. PORTION of the within described land DOES LIE
within lhot special Hood hazard 20ne AE os soid land plots by sccle on flood insurance
/"'" rote mop * 18057C0226F fOf Hamaton County, Indiooa (mops doted February 19, 2003).
~
NOIT: IN "THE RESIDENTIAL
DISTRICTS LIMITING HEIGHT TO
TwENTY-FIVE (25) FEET, A
DWELLING MAYBE INCREASED IN
HEIGHT TO "THIRTY-FIVE (35) FEET
PRO\t1DED THE SIDE AND REAR
YARDS ARE INCREASED AN
ADDITIONAL FOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE
26.1.1.
PLOT PLAN PREPARED FOR:
STEVE SCHUTZ BUILDER, INC.
PLOT PLAN lOT # 49
LAURA VISTA
INSTR # 200400014732
P,C. # B, SLIDE # 860
CLAY TWP., HAMILTON COUNTY
2622 FAUST COURT
CARMEL, IN 46033
--
--
INDICA1ES INTERPOLATED
r U~I1S OF 1 DO l!:AR
a.F E FOR COOL CREEK
"
11 ~
, ~
,
,;
M.E.
ZONE AE V
/'
COMMON AREA" A'
OU&5E&TPE
--
0'.....
6~~
~ ... JO.l' 248'..-
21.5' - r' II1NDOW
I \\ IIf:LL
17.67
\
PRCWOSED
FRM &: MSY
ill I 1:l RE~DENCE
FFE,
'4 BASEMENT 820.4
FIT, 811.4
~ \
1"0 19.33'
8 r----
5.J' 13.6]''''; Poo 10--1
...:
'MNDOW J,3)'
IIfLL 25.0'
.. THREE CM
b GARAGE
CONC '" FFE, 819.9
DRIVE ;0;
D~
5.3'
/1 ~
24.67'
\25' BSL
15' OU&SE ~-
65.00'
s' WAlK
11;-8\5.83
PER RECORD SS
DRAVIl"NG5
4.0
PER PLAN
510RM SEv.t:R
~
812.8 ME
---'
.,.
30' BSL
30' OU&SE
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
I
* APPROXIMATE LOCATION
CONFIRM BEFORE CONSTRUCTION
6" SANITARY LATERAL &
WATER LATERAL
1000.01 PROPOSED GRADE
NOTE:
CONTRACTOR TO MAINTAIN
A 10 FOOT SEP ARA TION
BETWEEN THE SANITARy
LA TERAL & WA. TER LATERAL
NOTE:
CLIENT TO ENSURE POSITIVE
DRAINAGE AWAY FROM SffiUCTURE.
/"SAN.
4'"
SEIIrn
TC=615.92
PER RECORD
DRAW-NOS
FAUST COURT
_m_ 50' R/W
\/ \/-
WATER UNE
\/
Base Flood Elevation (BFE) = 814.9
A3 Interpolated from BFE Contours
on FIRM# 18057C 0226F for Homn\on
County, Indiana Dated February 19,
2003.
CAl1TlONI
The home location .nown hlwlton hae rnl*naI ~ance'or
pII,cement error, therefor lll!ll recorrmended that the btader
h&WlIhf';.~Uon Dft'led litter the loaIhQ Ie potred fa erw.re
hllhe n..... CJN.,fl(M do not l!lrICI"O<<dl upon ~ toe. or
.............
VB06.0063242
10/24/06 JKI
ENCOMPASS NOTEPAD - 11/15/06
PAGE 1
NOTES FOR: 06110060
- PI
DATE TIME NOTE TEXT
OPERATOR
2006-11-15 14:21:11 Portion of lot lies within the Special
Flood Hazard Area (SFHA) - Zone AE. NO
improvement is to occur in this area,
including but not limited to structures,
grading, and/or filling, without a
permit from the State of Indiana
Department of Natural Resources (DNR).
The remainder of the lot lies within a
Zone X (unshaded). There is no 500 -year
Zone X(shaded) area denoted for this
section of Cool Creek. Therefore, the
Laura Vista Development Plan calls for a
Minimum Flood Protection Grade (MFPG) of
816.6 ft. The lowest grade for this
structure must be at or above 816.6 ft
to meet the State of Indiana 2
Freeboard. To verify this,
Post- Construction E evation ertificate
must be submitted and approved.
twedding
TOTAL LINES OF NOTES:
20