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CONSTRUCTION PLANS FOR
EMERICK ORTHODONTICS
VILLAGE OF WEST CLAY, LOT 45
12863 BROAD STREET
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CARM E L, I N 46032
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
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�un��\i lo•rvalM��_
DATE: 07�� 4�20
PLANSPREPARED FOR
EMERICK ORTHODONTICS
12899 HORBECK STREET
CARMEL, IN 46032
TELEPHONE: (765) 490-6679
CONTACT PERSON: JON EMERICK
EMAIL: jwi11201 @gmail.com
PLANS PREPARED BY:
WEIHE ENGINEERS, INC.
10505N.COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPH ON E: 317.846.6611
FAX: 317.843.0546
CONTACT PERSON: MARK THORPE, RLA
EMAIL: THORPEM@WEIHE.NET
GENERAL NOTES
1. THECONTRNCTORSHHLLBERESPONSIBLEFOROBTNINING,ORVERIFVINGTHHTNLL
PERMITS AND AGPROVALS ARE OBTAWED FROM TME RESPECTNE GITY, COUNTY. AN�
STATE NGENQES PRIOR TO STARTING CONSTRUCTION.
2. IT SHHLL BE THE CONTRACTORS RESPONSIBILITY TO �ETERMINE THE EXACT LOCATION
OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO
STARTING CONSTRUCTION
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE
CONSTRUCTION W ITH ALL RESPECTIVE IITILITIES.
4. ALL QUANTITES GNEN ON THESE PRINTS. VERBALLY OR IN THE SCOPE OF WORK
SECTION ARE ESTIMATES HN� SHNLL BE W NFIRME� BY THE BI�OING CONTRACTORS.
5 OGCUPATIONAL SAFETY AND MEALTM ADMINISTRATION (OSMA) STANDAR�S PoR
EXCAVATIONS', RNHL RULE 29 CFR PHRT 1926, SUBPART"P' HPPLIES TO HLL
EXCAVATIONS EXCEE�ING FIVE (5) FEET IN OEPTH.
6. IN A��ITION, EXCAVATION EXCEEOINGNVENN (20) FEET IN �EPTH REQUIRE THE �ESIGN
OF A TRENCH SAFETV SVSTEM BV A REGISTERED PROFESSIONAL ENGINEER.
J. IT SHNLL BE THE RESPONSIBILI1l' OF THE OEVELOPER AND CONTRACTOR TO MAINTHIN
pOALITY CONTROL THROUGHOUT THIS PROJECT.
8. TEMPORHRYTRAFFICWNTROL�IIRINGCONSTROCTIONTOCONFORMTOAPPLICABLE
LOCALSTANDARDS.
9. THEENGMEERHN�/OROWNERDISCLAIMHNVROLEINTHECONSTRUCTIONMEHNSHNO
METHO�S ASSOCIATE� WITH THE PROJECT AS SET FORTH IN THESE PLANS.
10. ANY FIEL� TILES ENCOUNTERE� �ORING EXCAVATION SHALL BE REPNIRE� ANO
CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINqGE PRESERVED.
11. IT SHHLL BE THE RESPONSIBILIIY OF THE OEVELOPER THAT HLL lAN�SCAPE
REQUIREMENTS ARE MET AN� CONFORM TO APPLICABLE LOCAL STANDAR�S.
12. BENRINGS,�IMENSIONSAN�EASEMENTSHRESHOWNFORREFERENCEONLY. SEE
RECOR� SURVEYS 8 PLAT FOR EXACT WFORMATION.
13. THESITE�OESNOTLIEINNSPECIALFLOO�HAZHR�NRFAHSESTHBLISHE�BVTHE
FEDERAL EMERGENCY MNNHGEMENT AGENCY- NATIONAL FLOO� INSURNNCE PROGRAM,
WHEN GLOTTE� BY SCALE ON FLOOD INSURANGE RATE MAP IX1805)G0205 G, DATED
ivisisma.
12 THISSITE�OESNOTCONTAINANVWETLANDSASSHOWNONTHEUS.DEPARTMENTOF
THE INTERIOR FISH NN� WIL�LIFE SERVICE; NATIONNL WETLAN�S INVENTORV MAP
ONLWE, VIEW ED NOVEMBER 2020.
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LAND DESCRIPTION
(THKEN FROMINSTRUMENT NQ 2019029306)
A PART OF BLOCK'�" OF THE VILLNGE OF WEST CLAV, SECTION 3004 VILLHGE CENTER, PART I NS
RECOR�EO IN INSTROMENT NO. 19990996W89, PIAT CABINET $ SLI�E 305, NLSO BEING H PART OF THE
SOUTHWEST �UHRTER OF SECTION 28, TOWNSHIP 18 NORTH. RANGE 3 EAST OF THE SECOND
PRINCIGAL MERI�IAN, CLAV TOWNSHIP, HAMILTON COUNTY INDIANA �ESCRIBE� AS PoLLOWS:
COMMENCING HT THE NORTHWEST CORNER OF SAI� BLOCK THENCE SOUTH 00 OEGREES OB MINUTES
09 SECONDS EAST (PLAT BEARING7 ALONG THE WEST LME OF SAID BLOCK D 64.00 FEET TO SOUTHWEST
CORNER OF A 0.�2 ACRE PARCEL �ESCRIBE� IN INSTROMENT NO. 2012�04581 AS RECOR�E� IN SAIO
RECOR�ER'S OFFlCE AND THE POINT OF BEGINNING; THENCE THE NEXT THREE (3) COURSES ARE
ALONG THE SOUTH LMES OF SAID 0.12 HCRE PARCEC. (1� NORTH 89 �EGREES 51 MINUTES 51 SECONDS
EAST 21 86 FEET; (2) NORTH 00 �EGREES 48 MINlITES 09 SECON�S WEST 1 00 FEET�, (3) NORTH 89
�EGREES 51 MINUTES 51 SECON�S EHST 08 �6 FEET; THENCE SOUTH 00 DEGREES 08 MINUTES 09
SECONDS EAST 55.00 FEET', THENCE SOUTM 89 �EGREES 51 MINUTES 51 SEGON�S WEST 59.00 FEET TO
THE EHST LINE OF H PUBLIC RIGHT-0FWHY TRACT OESCRBE� IN INSTRUMENT NQ 20W02]961 NS
RECOR�EO IN SHI� RECOR�ER'S OFFICE�, THENCE THE NEXT iW0 (2) COlIR5E5 ARE ALONG SAI� TRNCT,
(1) NORTH 00 DEGREES OB MINUTES 09 SECONDS WEST 436J FEET�, (2) SOUTH 89 �EGREES 51 MINUTES
51 SECONDS WEST 1100 FEET TO THE WEST OF SAI� BLOCK D'. THENCE ALONG SAID WEST LINE NORTH
00 OEGREES OB MINUTES 09 SEW N�5 W EST 10 36 FEET TO THE POINT OF BEGINNING.
CONTAINMG �3,3d8 S�UARE FEET) O.Oi9 ACRES, MORE OR LE55.
BENCHMARK INFORMATION
SITE TBM
NORTHEAST BONNET NUT FlRE HVDRANT LOCATE� IN THE NORTHWEST GARKING LOT ISLAND.
OPPOSITE NORTHEHST CORNER OF NEW MNRKET HG LLC B111L�ING.
ELEV. 899.605 (NNV� 88)
N/�
W V E
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NO SCALC
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OPERATING AUTHORITIES
CITYOFCNRMELPLHNNING �UKEENERGV
ONEGIVIGSQUARE 10050UTHMILLGREEKR�.
CARMELIN46432 NOBLESVILLEINDIHNA 06460
HNGIECONN TEL31]O]6-5352
TEL'.3V/5I1.20�]
COMCAST
QTYOFCNRMELENGMEERING 9]SOE.1501M1STREET
ONEQVICSQUARE SURE1600
CARMEL.IN46032 NOBLESVILLEINDIANA d6060
MICHAELMCBRIDE TEL3Pl]]6-0495
TEC 31J/SJY2001
VECTRENGAS
CITYOFCNRMELBL�GSERVICES PO.B0X1]00
ONEQVICSQUARE NOBLESVILLE,IN�IANA,06060
GARMEL.IN46032 TEL:31]/]]6-55)3
JIM BLHNCHARD
TEC31J/SJY2000 HTBT
5858 NORTH COLLEGE
CITYOFCARMELFlRE�EPARTMENT IN�IANAPOLIS,IN�IANA46220
NVOCIVICSQUHRE TEL31]/2555168
GARMEL.INDIANA 46032
GARYHOYT
TEC 31]/5IY2600
CARMEL CITV UTILITIES
J60 3R� ABE S W.
CARMEL,IN�IANA06032
JOMNDUFFY
TEV.31J/SJb2608
HAMILTONCOUNTYSURVEYOR
ONEHAMILTONCOUN1l'SQOARE
SUITE 188
NOBLESVILLE IN�IANA46060
TEV.31JOJ6-8095
Sheet List Table
SheetNumber SheetTiUe
C001 TITLF SIIFFT
CI00 $TORMWATERPOLWTIONP2EVENTIONPLAN
CI01 SWPPPDETAILS
C200 SITF PLAN
C201 $ITE DETAIL$
C300 DEVELOPMENTPLAN
CITY OF CARMEL STANDARD NOTES
1. NOEHRTH�ISTURBINGHCTIVITYMHYTHKEPIACEWITHOUTHNNPPROVEDSTORMWATERMANAGEMENTPERMIT
L THESEPLANSCOMPLVWITHNLLAOAREOUIREMENTS.
3. UTILITYRELOCATIONSREQUIRE�BYTHEPROJECTSHALLBETHERESPONSIBILITYOFTHEDEVELOPER.UTILITYLINE
RELOCATIONS RE�UIRED PoR ROA� GROJECTS THAT RESULT IN A CONFLIQ WITH GROGOSE� DEVELOGMENT SHALL
BE THE RESPONSIBILITY OF THE OEVELOPER TO RESOLVE W ITH THE UTILIiY. EXISTING PoLE L W ES REpUIRE� TO BE
RELOCATE� SHALL BE RELOCATE� TO WITHIN ONE FOOT OF PROPOSEO RIGHT-OF-WAY LINE.
0. �AMAGETOTHEEXISTINGRIGHT-OF-WAVSHALLBERESTORE�/REPAIREOTOTHESATISFHCTIONOFTHEQNHTTHE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-0FWAV WITH THE CRY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CON�ITION OF THE RIGHT-0FWAY.
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DESIGN DATA
EXISTING ZONING
PUD
ZONING OVERLAY
N/H
TOTALACREAGE
OID] NCRES
NETACREAGE
OID] HCRES
BUILDING COVER RATIO
]8 %
BUILDING SQUARE FOOTAGE
2600 S�UHRE FEET
IMPERVIOUS COVER RATIO
92%
UISTURBED ACREAGE
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* PROJECT LOCATION
AREA MAP
* PROJECTLOCATION
LOCATION MAP