HomeMy WebLinkAbout06100143 Site Plan
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r-r JAHE
~ SCHNEIDER
l'::J CORPORATION
3020 No~lb Po.t Road
Ind.1AnapDIi., lndiBnB
46226-0066
317-898-6262
317-895-2603 FAX
Engineering
Surveying
GIS . LIS
Geology
Ai
TRINITIi
~
NOTE:
tHIS DRAv.1NG IS aASfD ON CONSTRUC110N ~s OR REcoRD
DRAIMNGS AND IS NOT eASED UPON A FlElJl SURIIEY. tHE
SQiNBDER CORP. DOES NOT W,,"RANT lHE ACC:URACY OR
SUFFlClENCY OF THIS INFDRMA TlON. THE CONTRACTOR SHOIILD
VERIFY ElCISTlNG CONDlTlONS PRIOR TO I>lIY CONSllIUCTION. ANY
OISCREPANCY FOUND UPON THIS DRA\WlG SHOULD BE RepORTED
TO 1HE SQiNEIDER CORPORATION IWNEDIATELY: PAlLURE To DO
SO v.u.. ~ESUL'r IN THE CONTRACTORS ASSUMPTION Of UABIUTY.
LOT # 76
13,615:l: SF
o
TC - e75.4%
PER PlAN
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NOTE: I
'tHE BASfWE:NT OIVAlIOH DiF'ICTED HE:R[oN HAS BEEN CfTf:IWlN~D AND
BASED UPON mE PAD MAar!: J.Nll OR CONTOURS TIJCiN FROU THE I
C'.oNGlRUCllON Pl..ANS FOR 1H[ SUBOI...SION. UNl.t$$ ST"rm, NO
INFORWA'RON ABOUT F'WClUAllNO WATER TABlES, SOIL CONDITIONS OR
soa.. TYPES 'illHlN lHE aUIl.DING ~ HAS BEEN PRO'JIOEn OR STATED
ON SAID PlANs.. IT IS RE;COMUENUED 'THAT BASO.lENT ANISHED n..noR
tLEVAlIONS BE AT LEAST (2) m.T ABCNE 1l1t NOIUtAl. POOL n..EVAlION
Of foJ(Y ADJaNlNG BODIES Of WATER UNLESS A SlUDV OF" FACTS I
At~ OlliER'MSE. IF DUAlNC 'THE ~"VA"ON PROCESS" ANY ~OUNDWATER
IS \VInlESSm, 1HE SQtNilDER CORPORAlION SHOULD BE NOTlFlED IW~EOlAmy.
1IiE BASEMENT nEVA.llON SHOULD BE RAlstD 2' AeO\IE lHE GROUNDWATER
LE\IEL AND ADDlnoNAl. CONSlRUcnoN lE'CI'iNlQUES SHOUlD BE: INCOR~A TED TO
AlJiIMtt FUTURE I>"OlIl.ENS. I
I
ASSUMED NORThi
SCALE 1. = JO'
NOTE: I
IN THE RESIDENTIAL DISTRICTS L1MIllNG
HEIGHT TO TWENTY-FIVE (25) FEET. A I
DWf:lLlNG MAY BE INCREASED IN HEIGHT
TO lHIRTY-FIVE (35) FEET PROVlOED
lHE 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.
* APPROXIMATE laCA nON
CONFlRM SEFORE
CONSTRUCTION 6" SAN.
&: SUB- SURF ACE
DRAIN lATERAL.
[QQ;QJ PROPOSED GRADE
DONOVAN 0
fRW ... WSV
... .....
879.67
/
45.23'
16'
CONC.
ORIVE
SQUARE FOOTAGE:
PUBLIC WALK - 525 :l: SF
PRIVATE WALK- 202 :l: SF
CONC. DRIVEWAY - 1,267 ;l: SF
HYDRO SEEDING - 4,713 ;t SF
SOD -675 :I: SQ YARDS
3' BEHIND REAR Of HSE
20.87'
~
=
177.91
Tc D' 878.2:i:: I
PER PLAN
lI-IRU CAR
CNl FFEo
878.8J
25.0'
--
23.0'
TC _ 878,.04%
PER PLAN
10.0'
PER PLAN
Apt<Oll 676.6
_____.... ROI.L ClJIla W:'~All ___
----- SPRING FARMS DRIVE------...
50T-R/W
4"'WALX
FLOOD HAZARD STATEMENT
CERTIFICA TION
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NOTE: GARAGE F.F.E. IS _ _
PROPOSED TO BE 2.0' ABOVE: ~ <', STATE OF .; _
CURB AT DRIVEWAY PER PLAN. <:. /"" 1"0 ."~ ...." :2
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TRINITY HOMES i
P.O. # 268319
HOUSE LAYOUT
JOB # 99-0385-14
02-09-99 EAC
~IY~1b,o
UN(:
IY 1
----~
IY-
/ FIRE- HYDRANT
~ w.
PREPARED FOR TRINITY HOMES
PLOT PLAN LOT # 76
SPRING FARMS
SECTION ONE
INSTR. # 9435567
P. C. # 1 SLIDE # 451
13420 SPRING FARMS DRIVE
FLOOD HAZARD STATEMENT
TYPICAL SWAlE SECTION
FINAL PLOT PLAN
The accuracy of ony Rood hazard data shown on lh1.8 plot pion 05 07 99 EAC
Ie sub,loet to map Beale uneortatnty and to on)' other uncIITtalnly --"-
In location or olcl\lQtton on the referonCGd flood (nsur-onGO rat. map_
ALL af tho within deacrlbdd land OOES NOT UE wlLhin that spllclal flood
hazard zone A. 05 saId land plats by seale on community-panel # 180081 0002 C
or the "ood Inauronca rote rru:lpli for CARUEL. INDIANA (map. doted MAY 19. 'OS1).