HomeMy WebLinkAbout07020035 Site Plan
NOTE::
THE B~EUENT QEVATION DWICTED HERF:ON HAS BtEN OElEJOONED ANi)
BASED UPON lHE PAll GRADES AND OR CONTOURS TAKEN fROM lliE .
CONSTRUCtiON PLANS fOR THE SUBDIVISION, UNLESS STATED NO
IN~ORUA.TlON ABOUT FlUCTUATING WAlER TABLES, SOIL CONOl'nONS Of1
SOIL TYPEs Wl"lH1N nlE BUILDING AREA HAS BErN PROVlOffi OR STATE01
ON SAlD PLANS. n' IS RECCMtolENOm lHA T UASl:.Wl::NT FINISl~ED FlOOR '
El[VAl1ONS BE AT LEAST (2) fEET AeoVE THE: NORI.lAL POOl. l:':LEVA.T10N
Of' ANV AOJOININC BODIE:S OF WA.TCIl UNlESS A STUDy OF fAClS i
RE~ALS OIHERWISL If DURING THE EXCAVATION PROCESS, ANY GROUNDWATER
IS \IoflNE:SS8?/ THE SC:HNElOER CORPORATION SHOULD BE NOnFIFn l"o.JEDIA'I'ElY
THE BAsatfNT ELEVAl1QN SHOULD BE RAISED 2' ABOVE lHE GROUNbwATER .
LEVEL AND AODlTlONAL CONSTRUC'JI~ TECliNlaUES SHOULO BE INCORPORAlED TO
Allt\1A TE fiJltJRE PROBLE~S. I
NOn::
CONTRACTOR TO MAINTAIN
^ 10 FOOT SEPARATION
BETWEEN THE SANITARY
LATERAl .I< WATER LATERAL
SENT BY:SCHNEIDER ENGINEERING
4-28-99
1 : 59PM
r-~
~~
THE
SCHNEIDER
CORPORATION
3020 North Post Road
IndianllpoUrs. Indldua.
46226-0068
317-696-6262
317-895-2603 FAX
NOTE,
It,JS DRAWING 1$ BASElJ ON CONSlRUClION PLANS OR RECORD
ORA\\1NGS AND IS Nor BASED UPON A FIELO SUM~Y. lHE
SCHNEIDER CORP. OOE:S NOT WARRANT THe:: ACCURACY OR
SUFfiCIENCY Of THIS INFORMATION. THE CONlRACTOk SHOULD
vt./ilI" Y EXISTING CONOITIONS PRim TO ANY CONSTRUCTION. ANY
DISCREPANCY fOUND UPON THIS DRAWING SHOUlD BE: REPORTED
10 IHE SCHNEIDER CORPOllATlON 11..tME~AmY; fAILURE TO DO
SO WILL RESUL r IN THE CONlRACTO~S ASSUUPTlON or LIABILITY.
LOT # 42
12,023::t SF
TC - 577.76
PER STM SCv.::R
RECORD DRWG
92.21' sTl.1 sEWER 175~
F\.OW LINE Or'SWALE J
15' D &t UE "__
_L 177.01
---~-
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~
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to ,'" I
~ ~ '\1, 179.5.1
0J J
~ f 150'21~~
I
I
117.7'~
/1
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L_
56.7'
/
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/
179m
l~
/,~ ~
,.
TA.~DR 0
F~U ... I.jsv
Rrs fF~ ..
BBO.87 SUW>
PUIl4P "L
IlsUr FJ.y _ 0 14.00'
B71.a7
b
21.2'
TWO C,I,/i b
GAR~ ...
. 879.83
'I'i
I",
".
I
171!,QJ
20,6'
1.0'
178.51
79.5
---'
\l< . 16'
1/ 23.0 DRIVE
94.93'
10.0'
PER PLAN
FIRE
HYDRANT
!
4'WALK
W
W
APRON -
WATER LINE
5.5.0.
ROLL CURB
'rc O<l 6715....3
PER STI.1 S[WER
RECORD ORWG
SPRING FARMS
- 50' R/W
(
DRIVE
SAN SEWER '-
Ie ~ 87B.32
PER SAN SEWER
RECORD DRWG
PREPARED FOR TRINITY HOMES
PLOT PLAN LOT # 42
SPRING FARMS
SECTION TWO
INSTR. # 9709701948
P. C. # 1 SLIDE # 758
CERTIFICATE OF CORRECTION
INSTR. # 9909900452
13523 SPRING FARMS DRIVE
fLOOD HAZARn STATEMENT
(317)895-2803'"
5747601;# 31 5
Engineering
Surveying
GIS. US
Geology
.Ai
TRINlrY
.......
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ASSUMED ~_O~oTl;1 ()'/ 7<::-..
SCALE 1. ~ ~ <""
4"1 ~,
_'L PI;
:Z
:;;;
.
o
I
:-
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I
SL~I
I
TYPICAL SWALE S~CTlON
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY..FIVE (25) FEE!, AI
DWELLING MAY elE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED i
'!lIE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIUNAL ,'OOT FOR
EACH FOOT SUCH STRUCTURE (XCEEDS
TWENTY-FIVE (25) FED IN HEIGH I.
PER CARMEl. ZONING ORDINANCe 26.1.1.
SQUARE FOOTAGE:
PUBLIC WALK - 315 of: SF
PRIVATE WALK- 161 :C SF
CONC. DRIVEWAY - 1,161 :!: SF I
HYDRO SEEDING - 5,010 :!: SF
SOD -403 :t SQ YARDS
3' BEHIND REAR OF HSE
rLOOD HAZARD STATEMENT
CERTlFICA TION
TC = 576.82
PER SAN SEWER
RECORD DRWG
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N01E: GARAGE F.F.E. IS
PROPOSED TO IlE 3.4' ^BOVE
CURB INLET PER PLAN.
* APPROXIMATE LOCATION
CONFIRM BEFORE
CONSTRUCTION 6" SAN. LAT.
SSD. LAT. & WATER SERVICE
100.01 PROPOSED GRADE
The accuracy of ally flood haZClr-d dote Bhown on this plot plan
is subject to mop scale uncertainty and to ony other uncert<llnty
In location or elevation on the referenced flood Insurance rate mop.
ALL of the :wlthtn dsscribed land DOES NOT LIE withfn that special flood
hozard zone A 09 said Idhd plata by scale on community-ponel IJ 180081 0002 c
of the flood imsurcncB rote maps. for CAR~EL, INDIANA (mop a dated MAY 19. 1981).
LINE.
TRINITY HOMES
P.O. # 266175
JOB # 99-1523-14
02-27-99 lAC