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Blue Ridge Estates
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3-lot Subdivision
12075 Shelborne Road
Primary Plat and Subdivision Waiver
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Carmel Plan Commission
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Docket Nos. 05050060 PP and
05050061 SW
Mark T. Monroe
Wooden & McLaughlin LLP
One Indiana Square, Suite 1800
Indianapolis, Indiana 46204
(31 7) 639-6151
mmonroe@woodmaclaw.com
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TABLE OF CONTENTS
TITLE
TAB
Proj ect N arra ti ve .............................................................................................................................. . . . . . ... 1
Primary Plat.......................................................................................................................... . . . . . . . . . . . . . . . . . . .. 2
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213854_1
Project Narrative
Michael Maloy is the owner of a 6 acre piece of real estate located at 12075
Shelbome Road in Carmel. Mr. Maloy proposes to subdivide the 6 acre parcel into three
(3) lots in compliance with the S-l/residence requirements. Mr. Maloy has filed a
subdivision waiver of the "frontage place" requirement to maintain the rural atmosphere
of the his property.
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BY:
DATE:
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UGHT
SIGN
UTILITY POLE
HYDRANT
SANITARY MANHOlf
STORM MANHOLE
STRAIN POLE
WA TER METER
RIGHT-OF':"WAY-MARKER
BENCHMARK
PROPOSED TELEPHONE LINE
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXlSllNG SANITARY SEWER
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING ELEClRlC LINE
EXISl1NG TELEPHONE LINE
EXISllNG OVERHEAD UTILITIES
EXISTING CONTOUR
PROPosED CONTOUR
PROPOSED GRADES
DRAINAGE SWALE
SEPTIC FIELD
1 LAND DESCRIPTION
i~ lHE NOOlH HAlf (J" 1HE NORlHM:ST QUARlER Of }HE SOOlHYlST QUARTER Of SECllON
32. lOWNSHIP 18 NORlH. RANGE 3 EAST, HAMIL TON COUNTY, INDIANA. AND BEING MORE
! PARl1CUlARLY DE~BED AS FOLLOWS:
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BEGOOING AT lHE ~OR1HET CORNER (F SAID HALF QUARTER-QUARlER SECllON; lHENCE
NORlH 89 DEGREES 27 YlNUlES 58 SECONDS EAST (ASSUMED BASIS 00 BEARINGS) AlONG
lHE NORlH UNE (F SAID HALF QUARTER-QUARTER SECllON. 1326.01 FIIT TO THE
NORlHEAST CORNER lHEREOFj lHENCE SOUTH 0 DEGREES 00 MINUlES 49 'SECONDS EAST
ALONG THE EAST UNE (J".SAID HALF QUARlER-QUARTER SECTION 658.43 FEn TO THE
SOU1HEAST CORNER THEREOF; THENCE SOOlH 89 DEGREES. 29 MINU1ES 42 SECONDS M:ST
ALONG THE SOUTH UNE OF SAID' UNE OF SAID HALF OUARl[R-QUAATER SECllON. 1325.70
fIET TO THE SOUTH~ CORNER THEREOf; THENCE NORTH 0 DEGREES 02 MlNUlES 24
SECONDS WEST ALONG 1HE WEST UN[ Of SAID HALF QUARlIR-QUARlER SECllON 657.75
FEET TO 1HE POINT OF BEGINNING.
EXCEPT PART Of THE NaffilWEST QUARTER Of THE SOUlHWEST QUARTER (F SECllON 32.
I TOvt4SHIP 18 NOOlH. RANGE.3 EAST IN HAMILTON COUNTY. INDIANA. AND BONG WORE
PARllaJlARl Y DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORlHWEST CORNER (J'SAlD OUARlER-QUARTER SEClION; THENCE
SOUlH 0 DECHES 00 MINUTES 00 SE~DS WEST (ASSUt.tED BASIS Of BEARINGS), AlONG
THE WEST UN( Of SAID QUARTER-QUARTER SECllON. 92.89 FEET TO I1S INTERSECllON WllH
AN EXISlING F'Eta lINE PROlONGED; THENCE NORlH B9 DEGREES 15 MlNUlES 02 SECONDS
EAST AlONG SAID. FtNCE UN[ PROl~(l]) AND SAID FENCE UNE'. 364.54 fIET TO AN
EXlS11NG FENCE CORNER. THENCE NORTH 5 DEGREES 38 t.tINUlES 01 SECONDS EAST ALONG
AN EXISllNG FENCE UNE. 91.78 FEET TO 115 IN1ERSECT1ON WITH THE Narnf UN[ OF SAID
QUARTER-QUARTER SECllON; THENCE SOUTH 89 DEGREES 30 MINUTES 22 SECONDS WEST,
ALONG SAID NORlH. UN[ 373.48 FEET TO THE POINT Of BEGINNING.
ALSO. EXCEPT PART OF THE NORlH HALF (F THE toTHWEST QUARTER Of THE SOUTHWEST
QUARlER Of SECTION 32. TOvt4SHJP 18 NamI, RANGE 3 EAST, HAt.tILTON COUNTY. INDIANA,
AND BEING MORE PAR11CUlARl Y DESCRIBED AS FOLlOWS:
BEGINNING AT AN IRON PIN SET ON THE NORTH lINE OF SAID HAlF QUARlER-QUARlER
SECllON BEING NORlH 89 DECHES 11 MINUlES 58 SECONDS EAST (ASSUMED BEARING)
807.49 FEET FROM THE NOR11-IVIEST CORNER THERE<J'; lHENCE CONl1NUE NORlH 89
DEGREES 27 MINUTES 58 SECONDS EAST ALCNG SAID N(Jffif UN[. 518.52 FEET TO THE
NORTHEAST CORNER lHEREOF; lHENCE SOU1H 0 DEGREES 00 YlNUlES 49 SEC(JIDS EAST
ALONG THE EAST lINE (F SAID HALF QUARTER-QUAR1ER SECllON 658.43 FIIT TO THE
SOUlHEAST CORNER THEREOf; THENCE SOOTH 89 DEGREES..29 MlNUlES 42 SECONDS itST
ALONG THE SOUTH UNE Of SAID HAlf QUARlIR-QUARlER SECTION, 1325.70 fIET TO 1HE
SOUlHTiEST CORNER THEREOf: THENCE toTH D DEGREES 02 MlN1rnS' 24 SECONDS YIEST~
ALONG THE itST UN[ (J'SAID HALF QUARlER-QUARl[R SECl1QN. 50.00 FEET TO A PJ(.
NAIL SET; lHENCE NOR1H 89 DEGREES 29 MlNUlES 42 SECONDS EAST PARALLn \WIH SAID
SOUlH lINE; J08.63 FEn TO AN IRON PIN SET; THENCE NORlH 39 DEGREES 08 MINUTES
03 SECONDS EAST ALONG AN EXISllNG FENCE UNE EXlENDm AND FENCE UNE. 789.71 FEET
TO THE PaNT Of BEQNNJNG.
SITE FLOOD INFO:
NO PORTION OF THIS LOT LIES IN ANY FLOOD HAZARD ZONE
AS SCALED FROM THE FLOOD INSURANCE RATE MAPS (FIRM)
FOR HAMILTON COUNTY, INDIANA, #180081 OOOBC EFFECTIVE
I MAY 19,1981.
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2. IT SHALl. BE lHE RESPONSlBIU1Y OF EACH CONlRACTOR TO
VERIFY AlL EXISTING UllUTIES AND CONDIllONS
PERTAINING TO lHDR PHASE OF WORK. IT SHAlL ALSO BE lHE
CONTRAClUltS ~SlBlUTY TO CONTACT lHE O~ERS tF
mE VARIOUS UTIUllES FOR PROPER STAKE LOCAllONS FOR
EACH U1IUlY BEfORE WORI< IS STARTED. THE CONTRACTOR
SHAll NOllFY 'IN YIRIllNG lHE O\W'4ER OR mE ENQNEER Of
ANY CHANOCS, OMISSIONS.. OR mRORS fOUND ON 1HESE
PlANS OR IN THE FnD BEFORE WORK IS STARlED OR
RESUt.4ED.
1 STANDARD SPECIRCA110NS FOR THE QlY OF CARMEl.
INDIANA SHAll APPlY FOO All UNDERmOOND PIPING.
4. ANY PART OF THE PIPE TRENCHES RUNNING
UNDER ~ WITHIN 5' Of PAVED AREAS 10 BE
BACKRLLED WllH ~UlAR WA lERlAL.
5- THE SIZE AND LOCAllON Of EXlSllNG U1UJTIES SHOWN ARE
PER INFORMA l10N PRO\1DED BY mE RESPECllVE UllUTY
COMPANIES. All UllUTY COMPANIES SHOUlD BE NOllF1ED
PRIOR TO ANY EXCAVAllON FOR RELD LDCAllON Of
SERVICES.
6. m.lPORARY TRAFF1C ~TROl DURING CONSlRUClJON lU
CONf~M TO APPUCABLE lOCAl AND STATE STANDARDS.
7. All CONSlRUCllON ACllV1TY ON 1HIS SIlE TO BE
PERFORMED IN COMPUANCE WITH APPUCABlE O.S.H.A.
STANDARDS FOR WORI<m SAFETY.
8. CONTRACTOR SHALl MINIWIZE DAMAGE 10 EXISTING TREES.
9. REljOVE AND BACKFIll ALl AREAS \WiERE ANY FIElD TILE
CROSSES PROPOSED BUILDING PADS. ALl FIElD llLES
INlERCEPlED TO BE PERPE1UAlED INTO STORM SEWER
SYSlEM OR LAKE. THE SUBCONTRACTOR SHALl N01lfY IN
VIRfllNG 1HE OWNER AND THE ENGINIIR IN ANY
CIRCUMSTANCES tm:RE lHIS CANNOT BEACCOMPUSHED.
10. ALL FlLL AREAS UNDER BUIlDING PADS. PAVEt.tENT, OR ~ADE
SHALl BE COMPACTED lU AT lEAST 95J Of THE MAXIMUM DRY
DEHSlTY (ASTM D-1557). AlL OTHER FU1 AREAS SHAU. BE
COMPACTED TO 901 Of THE MAXIMUM DRY ~SlTY (ASlU D-1557~
11. lHE CONlRACTOR SHAll. CONFIRM AU. EARTHV<<>RI( QUANlJ11ES
PRIOR TO THE START Of CONSlRUCllON. IF AN EXCESS OR
SHORTAGE Of EARm IS ENCOUNlERED, THE CONlRAClUR SHAlL
CONFIRM ~lH lHE OWNER AND ENQNEER 1HE REQUIREMENlS FOR
STOCKPlUNG,REMOVAI.. 00 IWPORllNG OF EARTH.
12. ALL PROPOPOSED SEP1IC Fla.D AREAS SHAll BE ROPED (If PRIOR
TO THE COMt.tENCEMENT Of CONSlRUC1ION AClMTIES TO PRE\tNT
TRAmC FROM CROSSING THE AREA.
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DEVELOPMENT SUMMARY
TOTAL SITE AREA = 5.95 +/- ACRES
PROPOSED DENSITY = 0.50 UNITS PER ACRE
CURRENT ZONING = S1
FRONT SETBACK = 40'
REAR SETBACK = 20'
SIDE SETBACK = 15'
TOTAL UNITS = 3
Connor
Instr. #8904459
HOLEY UOLEY SAYS
tt DON'T
DIG
BUND"
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'ITS THE LAW"
CAll 2 aKItC DAYS BEFtIRE YI1I IJG
1-800-382-5544
CAll TOU. FE
PER INDIANA STAlE LAW 1S-69-1991.
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Gordon and McCleary
'nsu. # 9809806330
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ASSUMED NORTH
SCALE: 1" = 40 '
~915'02.l..
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