HomeMy WebLinkAbout07030009 Site Plan
NOTE:
ntlS OftA'lMNG IS eASED ON COHSlRUCTION PLANS OR RECORD
ORAIIlNQS AND IS NOT BASED UPON " AELO SURWY. tHE NOTE:
SCliNDDOi CORP. CDe:S NOT WARRANT THE ACCURACY OR THE llAsBlEN'l' nEYAn(W DEPlClm HEREON HAS BEEN OETERWINED AND
sumClENCY Of THIS INFORMATION. tHE CON'l!V.CTOR SHOULD lIAS.., YPON THE PAD GIlADES AND DR CCNTWRS TAKEN FROM THE
\'ERIN DasTlNG CONDlllONS PRIOR 10 ANY CONSlRUCllON. ANY CONSTRUCnON Pl.ANS FOR 1I-IE SUBDI\nSION. UHl1:S5 STATED, NO .
DISCREPANCY FOUND UPON THIS DRA\',1NG SHOUl.D BE REPORTED INFORI.IAlION ABOUT FWClUAlINO WATER TABLES, SOIL CONDtllONS oq
TO 1tlE SCHNEIDER CORPORATION o.IWEDJATa-n FAlWRE 10 DO $OIL TVPES VJI'TH1N THE BLRIJl&NC AREA HA.S BtEN PR()'I,1DED OR STAlED
SO WIll.. RESULT IN lHE CONiftACTORS ASSlIMP1lON OF' UA8IUTY ON SAID PLANs. IT IS RE<XlNUENDED lHAl ElASEMENT flNlSliE:o rt.OOR
. E1..EVAl1ONS BE AT lEAST (2) ~ ABO'Jr. 'THE: NOR.l.lAL Poa.... ElEVAllON
APPROX. ;;r INV - 1168.67 Of ANy Al),jQNlNG allDlEll DF WAlal UNWlS A S1'\IDY oF .",,'IS '
EDGE OF W"Tm PER'RECORlJ ORwe; RMAlS OTH[Jll\lSE. IF DURIN. THE E'CAVAllON PROCESS, ANY CRCYNDWAlER
" ....- ~~l:~T~~DD~~~~~~el~~~ifl~1ILY.
~ RETENTION.. PPND j ~ AND ACCM11CNAL CClHSTRUC'1lON TEeHNIOUES SHOULD BE INCOJ;tPOR.A. TI:O TO
,jP..s. BLOCK B AlWMTE fUroRE PR_
~ .. NORMAl. POOL l1li8.87
. r 100 YR R.OOO 670.8"-
TC - 87+.#.-! / VARMlILE ORAINAGIO NOTE:
PER RECORO ORWG 88 93' "UTlUTY ."SEMENT 17J.51 IN THE RESIDENTIAL DISTRICTS LIMITING
Sl\I SEWER. HEIGHT TO TWENTY-FIVE (25) FEET, A
173.01 DWELLING MAY BE INCREASED IN HEIGHT
15'JlIr'" UE~ TO THIRTY-FIVE (35) FEET PROVIDED
----------- - 176.51 THE SIDE AND REAR YARDS ARE'
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FE!::T IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
~
. "'"^" mo"",~A
PUBLIC WALK - 312 ;I; SF P ~
PRIVATE WALK- 198 :l: SF
CONC. DRIVEWAY - 1,267;1; SF
HYDRO SEEDING - 4,051 ;I; SF
SOD -506 :!: sa YARDS
3' BEHIND REAR OF HSE
* APPROXIMATE LocA1l0N
CONFIRM BEFORE '
. CONSTRUCTION 6" SAN. LAT.I
5.5.0. LAT. 4< WATER SERVICE LINE.
~ PROPOSED GRADE
Nom
CONTR"CTOR TO MAlNTAIN
A 10 FOOT SEPARATION
BElVoEEN THE SANITARY
LATERAL'" WATER L"TERAl.
.~
~~
30ao North Post Road
1..d1......p.llo, IndIana
46226-0068
317-698-6262
317-895-2603 FAX
Engineering
SUrveying
GIS . US
Geology
THE
SCHNEIDER
CORPORATION
LOT # 41
12,502:1: SF
[1LQ1
47.1'
t2'l<12'
PA'"
I
I~
I")
/
179.01
I
suwv~ III
FRIIU'SY
... ... -
880.31
....
.., M ..
870.J7
"
25.0'
".CO'
_eM
""',,.. -
879.JJ
~
178.51
'JO.O:
178.01 .
22' 8L, 79.0
IS' D '" UE il~ ",,2M''''
94.00' *-1
I 4'wAlJ<
10.0'
PER PLAN
1.'
.......,
ARE
HYDRANT
w
W
W
__ON
RllU. oJ.. W"Tm UNE :>'S.O.
,
SPRING FARMS DRIVE
50' R/W
*
ELEV. ~ 877.5
PER PLAN
NOTE: GARAGE F.F.E. IS
PROPOSED TO BE 4.8' ABOVE
CURB A T DRIVEWAY PER PLAN.
SAN SEwER
PREPARED FOR TRINITY HOMES
PLOT PLAN LOT # 41
SPRING FARMS
. SECTION TWO
INSTR. II 9709701948
P. C. # 1 SLIDE # 758
CERTIFICATE OF CORRECTION
INSTR. # 9909900452
13511 SPRING FARMS DRIVE
TC - 676.82
PER SI>.N SEWEll
RECORD ORWG
THE LOWEST ADJUS"!Ell GRADE
AROUND THE STRUCTURE
SHOULD BE EQUAL TO OR
ABOVE B72.8:1: N.G. V.D.
- (flOOD PROTECTION GRADE)
~
'"
.
4:7 0
OP I 4'\
;..
pE
TYPICAL SWALE SECTION
FLOOD HAZARD STATEMENT
Thll accuracy of any flood ha~rd data Ghown on thg plot plan
II cubj41=t ~o map QCCJI, uncertClinty gnd to cny other unceitolnty
In IDeation or elevation on 'the rof.8ncod flood Insurance roh' map.
All of the within dB8crtbed lond DOES NOT UE wIthin that apeck:ll flood
hazard zono A CIS laid land plata by Ileal.. DI'l cammunHY-p'ClFlel # 180081 0002 C
of tn8" "ood lnlluranc:e rate maps: for CARUEl. INDIANA (mapa datGd MAY 19, 1981).
.,
TRINI[Y
..........
ASSUMED NORTH
SCALE I" - 30'
FLOOD HAZARD STATEMENT
CERTIFICATION
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TRINITY HOMES
P.O. # 286635
PLOT PLAN
10-26-99 EAC
HOUSE LAYOUT
. JOB # 99-2858-14
08-04-99 EAC