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TRINITY
~
THE
SCHNEIDER
CORPORATION
3020 North Post Road
IhdJanapolla. Indum&
46226-0068
317-898-8282
317-895-2803 FAX
Engineering
Surveying
GIS . US
Geolo&)'
NOTe::
THIS OR^,""NG IS OASEO ON CONSTRUcllON PUlNs OR RECORD
MAIMNGS AND IS NOT BASED UPON A F1ELD SURI'EY. tHE
SCHNEIDER cORP. DOES NOT WARRANT THE ACCURACY OR
SUffiCIENCY OF THIS INFORWATlON. tHE CONlRACTOR SHOULD
VERIfY EXISTING CONOlnONS PRIOR TO Nl.Y CONSlRUCllON. ANY
otSCR~ANC'r rouND UPON ThUS DRA.'WINC sHOULD BE REPORlEIl
TO THE SCHNBOER CORPORATION I...MEOIATElY; F'A1WRE TO 00
so WILL RESULT IN lHE: CONTRAcroRS ASSUUPTIOH or UABIUl'Y.
NOTe::
'1liF: B~ENT ELEVA.nOH DEPIcTED HEREON HAS BEEN DEliRWINED AND
BASED UPON lHE PAD GRADES AND OR CONTOURS TAK~ fRQI,( THE
COMSlRUC'T\ON PLANS fOR 1HEi; SUaDl\IISlON. UNlESS SfATm, NO
\NIi~"'''''l\OH MtOUl F\.UC1\J^T\NG w.....ttR 'lABlES. SOlI.. CQll~ONS OR
SOIL T'rPES W1lH1N 'Il-tE BUDDING .AREA HAS BaN PRO~OED OR SlA Un
01\1 SAID PLANs. IT IS RECOUlr.IE;t-lDE:D ll-lAT BASEMENT FlNISHED FlOOR
ELEYATIONS liE: AT LUST (;t) FEET Abo\o'E ll1E NORJ.IAL POOl fi.EVAlJON
Of ANY AtJ.JQlNINO BODIES OF' WArm UNLESS A STUDY OF I'>\CTS
REV'EALS Onl~'WIsE. IF OURIIIIG THE EXCAVATlON PROCESS, ANY MOUNDWA.lER
IS \M.1NESSm. lHt SQoINElOER CORPORAl1ON-sHOUl.O-BE-NOllAED'IWMWIAlUY.-
lHE BAsalEWT n.l.VA'flQN 910ULD IIi RAISED 2' ASO\IE THE CROUNDWAlER
LEVEL AHO ADDJ1IONAL. CONSlRUCT1ON TECHNIQUES SHOULlJ BE INCORf'Oft"TfD TO
AU.EvtATE FlJnJRE PROBlDoIS.
~ LOT # 1
15,638::i:SF
!,~S~D,.:\.._
r&iJ
5.0'
l1Ul
TC - 676.4
PER PLAN
[MJ
mv - 076.5
PER PUIN
NOTe::
IN THE RESIDENTIAL OISTRICTS LIMIlINC
HEIGHT TO TWENTY-FlIIE (25) FEET, A
DWELUNG MAYBE INCREASED IN HEIGHT
TO THIRTY-AvE (35) FEET PRO\llDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH fOOT SUCH SlRUCl\JRE EXCEEDS
Tv.9lTY-FlVE (25) FEET IN HEIGHT.
PER CARl.lEL ZONINC ORDINANCE 26.1.1.
,
..--
(!)
cO
Ii')
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S. D. 99.91'
{ RISI:R
---I20' GREEN BaT BUFFER
\ Dole UE
\
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,
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177.7 ~
67.9'
=
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RECREA TION 1
\ AREA
~/ I~
1:1')(12'
PATIO
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1;;
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2.6 i:::
II
29.8' "" .JI =:
g
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un
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25.0'
-IE"""
ia ~ FfE...
~ S71l.03 .
B
20,87'
l1Ul
77.7
10.0'
PER PLAN
3 IIUc
22' B
\;;;~;
10'
DRIVE
23.0'*
100.00'
SAN SE~R
4'WAlJ(
176.71
APRON
Rot..L CURB
SHOEMAKER DRIVE
50' R/W -
SQUARE FOOTAGE:
-W
WA TER ~NE"
PUBLIC WALK - 334 :!: SF
PRIVA TE WALK-~233- *- SF.
CONe. DRIVEWAY - 1,291 * SF
HYDRO SEEDING - 6,463 :!: SF
SOD -632 :l: SQ YARDS
3' BEHIND REAR OF HSE
..W
NOTE: GARAGE F.F.E. IS
PROPOSED TO BE 1.5' ABOVE
CURB AT DRIVEWAY PER PLAN.
PREPARED FOR TRINITY HOMt:S
PLOT PLAN LOT # 1
SPRING FARMS
SECTION ONE
INSTR. # 9435567
P. C, # 1 SLIDE # 451
422 SHOEMAKER DRIVE
FLOOD HAZARD STATEMENT
Z
:i
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I
~
4'\ 5\..01''-
TYPICAL SWALE SECTION
FINAL PLOT PLAN
05-07-99 EAC
The occuracy of ony flood hO:lord data shown on this pial plem
I::J subject to map aCCllo unccr1<linly .and to any othCl' uncertainty
In locatIon or elevotlon on tho referenclld ftaad Insurance rate mClp.
AlL of tI'Io within de.l!lcrlbed land DOES NOT UE within that apac;::lal flood
hozard zona A QI .ald land plata by Bcol, on ~munlty-panlll I 180081 0002 C
of thle flood insurance rctl! rrlup:l for CARtrAE4 INDIANA (mops doted MAY 19, 1981).
~r .=
o ASSUMED NORTH
SCALE I" - 30'
* APPROXIMATE LOCATlON
CONFIRf.A BEFORF:
CONSTRUCTlON 6" SAN. LAT.
Il< SUB-SURFACE
DRAIN LATERAL.
100.01 PROPOSED GRADe
TC _ R7fi. +:l:
PER PLAN
FLOOD HAZARD STATEMENT
CERTlFICA TION
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TRINITY HOMES
P.O. # 269300
HOUSE LAYOUT
JOB # 99-0728-14
03-04-99 EAC