HomeMy WebLinkAbout06100201 Site Plan
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THE
SCHNEIDER
CORPORATION
3020 North Post Road
Indianapolis, lndl.ana
46226-0068
3l7-898-8282
3l7-695-2603 FAX
Engineering
Surveying
GIS ' LIS
Geology
NOTE,
THIS DRAWING IS BASED ON CONSTRUCTION PL,ANS OR RECORD
DRAY,1NGS AND IS NOT BASED UPON A fiELD SURVEY, THE
SCHNEIDER CORP. OOES NOT WARRANT THE ACCURACY OR
SUFFICIENCY OF Tl-lIS INFORMATION. THE CONTRACTOR SHOUl.D
VERIFY EXISTING CONDITIONS PRIOR To ANY CONSTRUCTION, ANY
DISCREPANCY FOUND UPON Tl-lIS DRA~NG SHOULD BE REPORTC:D
TO THE SCHNEIDER CORPORATION 1....l.4EDlAlELY; F;.ILURE TO DO
SO WilL RESULT IN THE CONTRACTORS ASSU~PTlON OF l.JA13II.ITY,
\
LOT # 37
12.635:f3F
RETENTION POND BLOCK
VARIABLE DRAINAGE
& UTILITY EASE~IENT
NOR~AL POOL = 868.67
100 'l1l rLOOD - 870.8'"
C1TIJ
95.00'
<.J.l / '-.)/":1: /UU.l'l'r .::...t .::...
...
TRINITY
~
NOTE:
n-lE: BASENDlT ELE....ATlO.'i DEPICT[D I-lEAEOf'( HAS SEEN DETERIolINED ANO
OASED UPctl THE PAD CRADES AND OR. CCNTQfJRS TAKEN FROM '01E,
COHSTRUCTlOO PLANS fOR THE SUBDI\llSION. llNI.ES~ ~TAlFTI. NO
lNFORIoI...TlOH 06"aOUT F'l.UCruATINO W"'TER TABLES, SOIL CONDInONS ~
SOIL TYr'ES W1n-tIN 'THE: BUlLOING ARE.... HAS BEEN PRO"'OED 00 5T....1EO
ON 5"10 Pl.ANS, IT IS REC~IIIl~CED iHAT 8ASEt.1ENT FINISHED FLOOR
ELEVATlON$ BE AT lEAST(') FOOT AeoVE THE NORlIIAL. POOL. fLEVAT\ON
a" ANT ADJOINING BODIES OF WATER UNlESS A ST1JOY OF' fo"ACTS :
RE:YE:AlS ClHER'MSE. IF DURINC lHE EXCA....ATION F'ROCESS. ~y GROUNO",,'ATER
IS "'iNESSEl?r THE Sl>lNEIOER CORPORATlO""' SHOUl.D ElE NOT1FIEO 1l.1l.IE01J.TE:lY.
THE BASENENT ELEVATlON SHOULD BE RAISEO 2' "'BOVE THE GROUNO.......lER
In'EL:ANO AOOI-nONAl CONSTRUe.TlON TECHNlOUES SHOULD BE INCOflPORATEO TO
AUE'JIA TE FUTURE PROBLE"'S.
"B"
. ..
\ /. ~~PRO~. EDGE OF WATER
I2ill
15' 0 t UE
___~u;__ ~29.J'------
nl( lD'1l€Sf ADJJSTED QAAl)(
ARCJJPlD THE STIlVC11JRE
SHOUL.D BE EQUAl 'TO 00.
....eo'o( 872..111: f'(,c..V.tl.
(FLOOD PAottcnClH CRAC€)
[ill]
176.0 I
\
179.51
25.3'
o
o
t<)
t<)
,-
Q{ARL.Esro~
FRl.l .ok W$'l"
RE'5 FFE -
660.67
'- SU\olp
" if puup
* W II
g
<.0'
'"
~
THRE( c.lR
GAR FTE -
679.83
23.3'
W
FIRE
HYlJRANT
W
ELEV = El7B.1
PER PLAN
WA TER LINE
NOTE:
IN THE RESIDENTIAL DIS"fRIC rSLlMlTlNG
HEIGHT TO TWENTY-FIVE (25) FECT. A
OWF.l.L1NG MAY BE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
iWEinY-FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
,.; 12'X12' I. 5.0'
,. ~~ PATIO 179.51
'" '"
. ~
"
,-
.-
9SJ.lrm_ t<)
871.87
t<)
.-
I
22' 6L [l[[J
...... l;D-:~
I
I
I
I 7.47
I
+ WALK
W W
10.0'
PER PLAN
w-
S.S,D.
ROll CURB
SPRING FARMS DRIVE
50' R/W
PREPARED FOR TRINITY HOMES
PLOT PLAN LOT # 37
SPRING FARMS
SECTION TWO
INSTR. # 9709701948
P. C. # 1 SLIDE # 758 .
13471 SPRING FARMS DRIVE
SAN SEWER
FLOOD HAZARD STATEMENT
Non;:
CHECK VA~ 'If:
...... Y BE NEEDED
ON SAN, Lit TrAAl,.
__ _TC - 876.6<
- PER SAN SEWER
RECORD DRWG
NOlF, GARAGE F.F.E. IS
PROPOSED TO BE 1.7' ABOVE
CURB AT DRIVEWAY pm PLAN.
The cccuracy of Of'lY flood hazard dolo ahow., on lhl~ plot plan
151 subJeel to mop !Iccle uncllIdalnty and to any other uneertalnty
in locotlon or al avotlon on the referenced flood Insurance rate map.
^LL of the within described land DOES NOT LIE within that speclel flood
h,?z.ard zan~ A 1:15 :!Iold IOl1d ploh by sc;;alc on community-panel # la0081
0002 C
~~o
r;~
o
ASSUMED NORTH
SCALE 1" ~ 30'
* APPROXIMATE LOCATION
CONFIRM BEfORE
CONSTRUCTlON 6" SAN. LAT.
AND WATER SERVICE LINE.
100.01 PROPOSED GRADE
SQUARE FOOTAGE:
PUBLIC WALK - 316 :l: SF
PRIVATE WALK- 240 :!: SF
CONC. ORIVt.WA Y - 1,191 :t SF
HYDRO SEEDING - 3,289 :!: SF
SOD --'552 :!: SO YARDS
3' BEHIND REAR OF HSE
FLOOD HAZARD STATEMENT
CERTIFICA TION
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TRINITY HOMES
P.O. # 246994
JOB # 98-3863-14
1n-??-QR FAr