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Home My WebLink AboutMDC C0-1 COVERDEVELOPMENT PLAN/ MINIMUM LOT WIDTH • NOT APPLICABLE ADLS SUBMITTAL 12955 OLD MERIDIAN REMODEL 12955 OLD MERIDIAN STREET CARMEL, INDIANA DOCKET No. PZ19050028 ADLS AMEND �~ �� 5~ P` � �� O Q ADLS REQUIRED • VES PROJECT LOCATION C�r��.ei . . . . i....�.a. � n. � Li QJeSConaNungFn; ��. f'� SanmGaiL. c� Q a[i nevam�o� � MaIlalNeys�me� e`" �.° t 1 w,.•' : �nns im.� � w wems CaeN MINIMUM LOT AREA • NOT APPLICABLE MINIMUM LOT FRONTAGE • NOT APPLICABLE UC DISTRICT ZONING STANDARDS MA%IMUM SIDE YARD SETBA[K • 20 FEEf FOR A PRINCIPAL BUILOING PUBLIC UTILITIES . REQUIRE� COMMUNITV WATER HOOKUP •REQUIREOSANITARVSEWERSVSTEM HOOKUP MINIMUM FRONT YARD SETBA[K • 0 FEET FOR A PRWCIPAL BUILDING • ID FEET FOR AN ACCESSORV BUILDING • 50 FEET FOR SURFACE PARKING MAXIMUM FRONTVARDSETBACK • 2 FEET, FOR 65%TO 100% OF ALL STREEf-FACIN6 FACADES OF A PRINCIPALBUILDING . ID FEET, FOR UP TO 35% OF ALL STREELFACING FACAOFS OF A PRINCIPALBUILDIN6 • NO MAXIMUM FOR ACCESSORY BUILDIN65 AND SURFACE PARKING MINIMUM SIDE VARDSETBA[K • 40 FEEf FOR SURFACE PARKI NG AN� ACCESSORV BUIL�INGS • 4 OR 0 FEEf PER SECTION 5.06 FOR PRINCIPAL BUILOINGS W MAIN STREET ZONING:UC LAND USE' APARTMENTS EDWARD ROSE DEVELOPMENT ZONING:PUD LAND USB OFRCE BUILDING wwxc n�a mawr � NORTH oOCATION MAP MINIMUM REAR VARDSETBACK • 40 FEET FOR SURFACE PARKING AND ACCESSORV BUILDINGS • OTH ER W6E NOT APPLIG48LE MAXIMUM REAR VARD SEfBA[K • 5 FEET FOR A PR W CIPAL BUILOING W H EN AOIACENT TO AN ALLEV . 20 FEET FOR A PR W CIPAL BUILOING OTHERW ISE MA%IMUM LOT COVERAGE •100Y MINIMUM LIVING AREA PER DW ELLING • MINIMUM AVERAGE 500 SOpRE FEET MINIMUM FLOOR AREA • SEE SECTION 512 MAXIMUM VRINCIPAL BUILDINGS PER LOT • NOT APPLICABLE MINIMUM PRINCIPALBUIL�INGSPERLOT . SEE SEQION 5.06�0� DEVELOPMENT VUIN REQUIRED • VES `q6lIIG iK x,oR�llf ! �31f � �dl , I ZONING: R-1 �� LAND USB � �� CARMEL MIDDLE �� °�"� Fl� �� SCHOOL V_, ZONING: UC LAND USE' COMMERCIAL NORTH VICINITY MAP NOT TO SCALE PROJECT CONTACT INFORMATION DESCRIPTION OPERATING AUTHORINI BRU CARMEL RE LLCIJKB PROPERTIES LLC - 241 N PENNSYLVANIA ST DEVELOPER SUITE 3001NDIANAPOLIS, IN 46204 ELECTRIC DUKE ENERGY NATURALGAS VECTREN TELEPHONE AT&T COMMUNICATIONS AT&T SEA GROUP LAND SUVEYORS - 494 GRADLE DR. CARMEL, IN 46032 SURVEYOR BRIAN RISMILLER bcr@seagroupllc.com 317-8443333 JPS CONSULTING ENGINEERS CIVIL ENGINEER NICHOLAS VERGATOS nvergatos@jpsconsultingengineers.com 317-617-4270 JURISDICTIONS: PROJECT LOCATED WITHIN CURREM CIIY OF GRMEL CORPORATE LIMITS Praiunra crarnc eun a/w� rin pF CARAIEL RELEASED FOR CONSTRACTION `�"�ERioe nccess oeive Su6jec��ocompliancewithallregula�ions 5 MLIPES o4S�a�eantlLocalCodes ;IIRVEVOR'S OFFlCE City of Carmel Jj¢a��1 �Von�n�olf � � DATE: O��Z��ZO LOT COVERAGE WTALLOTSIZE= 98,9825F TOTALBUILDINGFOOTPRINT= 5,9405F BUILOINGCOVERAGERATIO= 0.06 TOTNL IMPERVIOUS PAVEMENT = 24,3935F IMPERVIOUS PERCENTA6E= 81.16% TOTAL�6TUR8E�AREA= 0.69AC CIVIL SHEET INDEX DESCRIPTION SHEET PROJECT INFORMATION SHEET CO-1 EXISTING TOPOGRAPHY SURVEY CO-2 EXISTING PROJECT SITE LAVOUT -SUPPLEMENTAL CO-3 SITE DEMOLITION PLAN C1-1 SITE UTILITV PLAN C2-1 SITE UTILITY DETAILS C2-2 CARMEL STANDARD UTILITY DETAILS C2-3, C2-4 BMP DETAILS C2-5 SITE GRADING AND DRAINAGE PLAN C3-1 STORMWATER POLWTION PREVENTION PLAN, NOTES AND DETAILS C4-1, C42, C4-3 SITE IMPROVEMENT PLAN CS-1 OVERALL SITE PLAN PARKING AND SIGNAGE CS-2 SITE IMPROVEMENT DETAILS CS-3 CARMEL STANDARD SITE DETAILS CS-4, CS-5 LANDSCAPE PLAN 8 DETAILS L5100 Instmment #2aaaa11119a Lots Numbe�ed 1, 2, 5, 4 one S in RA_ F�ank's SubdNision of a port of the Southeast Quarter of SeRion 26, Township 18 Nor[h, Range 3 East, in Oay TownsM1lp, Hamllton Cou nN, I ndlana, acrording to [he rerorded plat [hereof, corded In Hzmamn counry, mdlznz, m oeed Eecord 12s, pzse 1s�, excealme lollowingdesaibedpartolsaidLotNo-1,to-wit PartoftheNortheastQuarterof [he Southeast Quarter of Secfion 26, Townshlp 18 Nor[h, Range 3 East, beglnnl�q 6l feet South of Ihe Northeart mrner of Ihe said Northeart Quarter of Ihe Southeast Quarter of sald SecHoq mnning [hence South 288J5 feep [hence Northwest D2 feet, more or less Q68 feet measured) to the East rlght of way Ilne ofHghwayN3lt p-[wh2h-s236feet5outheastof[hepl fbg -g; Ihence Northeast along Ihe East I ne ofthe r ght ofway of H ghway No31 236 feettothepl fbg -gL dE p[Partofln[sNumb d34 d5-n R A Frank 5 bd- -- f p t f th 5 theast 4uarter of 5 E 26 Towru'hp18N [hR g 3E t H I[ Lounry,lndanath platofwhchs remrded b �eed Remrd 128 page 19] b the Offce ofthe Remrder of Hamlron Countylnd b- gd -b d f II :C mmen�ng at[heNor[heas[romer of sa d Southeast Quarter SeR on, [hence on an assumed bear ng of Sw[h 00 degrees 04 mlwtes 26 sewnds W est along [he East Ilne of sald Southeast Quarter Secnon and along the East line of Lon 1-5 insaid Subdrvision a datance of ]6]JS (eetto a 5/81nch rebar at the Southeast comer o( mld Lot 5; thenm Sou[h 88 degrees 43 miwtes 36 seronds W est along [he South line of said Lot 5, a distanre ofl4llfeettoa 5/8inchrebarwithyellowcapmarked"SchneiderEngr.Corp.11 at [he Point ot Beginning, [hence continuing South 88 degrees 43 miwtes 36 cvnds W est along [he South Ilne of sald Lot 5 a dlstance of 491b2 feet to a 5/8 mch rebar at the Southeast corner olsaid Lot 5; thence North 35 degrees 25 butes 53 seconds East along [he W est Ilne ot sald Lots 5, 4 and 3 a dlstance ot 296J6 feetto a 5/8 inch rebar with yellow cap marked "Schneider Engr. Corp": thence South 54 degrees 08 miwtes 39 seconds East a distance of 39416 feet ro [he Pomt of Beglnning, contalning 1343 acres, more or less_ LEGAL DESCRIPTION NOT TO SCALE ZONING SUMMARY CURREMZONING U-C FRONTVARD SETBACK 0 FT SIDE VARD SETBACK 0 FT REARVAROSETBACK N/A PROJECT INFORMATION 1. THISPROIECTCON95T50FTHE�EMOLIT10NOFANEX15TINGPORT10NOFABUIL�INGAN�THECONSTRUCT10NOFA NEW S,OW SF TENANT BUILOING ANO ASWCIATEO PARKING ANO UTILITIES. 2 NRRENTZONING-UC,PROPOSEOZONING-UC 3. THISSITE6NOTLOCATEDWITHINANVFLOODPIAIN,FLOODWAVORFLOODWAVFRINGEA5INDICATEDONTHE FLOODWAV INSURANCE RATE MAP COMMUNITV PANEL NUMBER 1805]CWO]G EFFEQNE NOVEMBER 19, 2014. 4 THECONTRAQORSHALLBERESPONSIBLEFOROBTAININ6,ANDVERIFYIN6,THATALLPERMITSANDAPPROVALSARE OBTA W ED FROM TH E RESPEQNE CITV, COUNTV, STATE AND FEDERAL AGENCIES PRIOR TO STARTING CONSTRUQION. S. CONTRAQORSHALLVERIFVLOCATIONANDINVERTELEVATIONSOFE%ISTINGSEWERSPRIORTOSTARTOF CONSTRUCTION. 6. CONTRAQORSHALLMAWTAINACOMPLETEANDOPERABLEUTILITVSVSTEMATALLTIMES. Z CONTRAQORSHALLWCWOECOSfSFORCUTTINGANOPATCHINGASREQUIRE0INTHEIRBIOPROPO5ALT0 COMPLETELY INSTALLTHE WORN INDIG4TED. 8 CONTRAQORSHALLINCLUDEALLTAPFEES,PERMITFEESANDAPPLICATIONFEESINTHEIRBIDPROPOSALASNKESSARV TOCOMPLETELVINSTALLTHE WORKINDICATED. 9. INFORMATION SHOWN WAS OBTAWED FROM AN OWNER FURNISHED 9TESURVEV OF E%6TINGCONDITIONSAND IS UNCONFlRMED. CONTRACTOR IS REQUIRED TO FlELD VERIFV TH IS W FORMATION AND NOTIFV ARCH ITEQ OF ANV D6CREPANCIE550 MODIFlUTION CAN BE MADE. 10. CONTRAQORSHALLCOORDINATEE%ACTUTILITVLOCATIONSWITHTHEOWNERANDLOCALUTILITVCOMPANIESPRIOR TOCOMMENCINGANYWORK. UTILIZETHEINDIANAUNDERGROUNDUTILITVLOCATIONSERVICEATS110R 800-382-5544 PRIOR TO ANV EXCAVATION ON TH E SITE. 11. NOEARTHWORK�ISTURBINGAQIVINMAVCOMMENCEWITHOUTANAPPROVEOSTORMWATERMANAGEMENT PERMIT. 12. THECONTRAQORSHALLCONTAQTHEOEPARTMENTOFENGMEERINGTOSCHEOULEAPRECONSTRUCTIONMEETING TO REVIEW THE DEPARTMENTS CONSTRUQION REQUIREMENTS, STAFF NOTIFlCATION REQUIREMENTS, REQUIRED INSPEQION FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITV OF TH E DEPARTMENT AS IT RElATES TO WORK WITHIN THE E%BTING AND PROPOSED CITY RIGHT-0FWAY. SOILS MAP NOT TO SCALE SITE SYMBOLS AND ABBREVIATION REfER TO SHEET E51 FOR E%ISTING SIIRVEV SY�ABOLS AND ABBREVIATIONS � ACCESSIBLEPARKINGSVMBOL Q ELECTRICMANHOLE PARKING BUMPER � HELIPADLIGHT � LIGHTPOLE 0 GROUND MOUNTED UPLIGHT �o LIGHTED BOLLARD —� SIGN � FlREHVDRANT � DOWNSPOUT �O B�LIARD � CLEANOUT .l.O FLAG POLE � FIREDEPARTMENTCONNECTION m GAS METER � POWERPOLE Q WATERMETER • COMMUNICATIONMANHOLE/HANDHOLE � POSTINDICATORVALVE N VALVE �+ TEE Q AREA DRAIN � � SEWERMANHOLEORINIET 678 NEWCONTOURLINE 12345 NEWSPOTELEVATION 12345 TOPOFNRB 12345 NRBGUTTER AD AREA DRAIN BW BOTTOMOFWALLELEVATION C CONDUIT CO CLEANOUT COMM COMMUNICATIONS/FlBEROPTIC �W CHILLED WATER DIP DUCTILE IRON PIPE DS D�WNSPOUT E ELKTRIC EX EXISTING � GAS GM GASMETER FDC FIREDEPARTMENTCONNECTION FH FIRE HVDRANT HDPE HIGHDENSITVPOLVETHVLENEPIPE HH HANDHOLE INV INVERTELEVATION ME MATCH EX6TING MH MANHOLE PIV pOSTINDICATORVALVE P�� POLVVINVLCHLORIDE PIPE R�P REINFORCED CONCRETE PIPE SAN SANITARYSEWER ST STEAM STM STORM SEWER T TELEPHONE T� TOP OF CASTING ELEVATION (TVP) TYPICAL WM WATERMETER � WATERVALVE 1• \I �.J z � a vJ z O V � � W W z � W � � � s •--I vl � � � C � •� O C O N � � � C L � � �f+ � Z N 3 H 7 0 ~ O O fl-� Q V � n • �n fo m 3 m�r 3 Ol � O_ 3 Z � � N d' J N � W W v ip Q L a Q � � Z J G = � � w O � � � � V O1 �,(� N � � N � CONSTRUCTION DOCUMENTS PQQROVC NS �v��pN N�� F�R Z O d N 0 ¢ s m � � Z \ . .. V o 06vyW'. �� DO W Q�.Q_ z f 6 O: p_ � w�?e„�,� d a ;✓4 ` ,��NQ..,.,.Q�a� ,. � PROJECT INFORMATION SHEET SCALE: ns NorEo DATE: 19 Au�usr zai9 PROJECT #: 19� Ps cze DRAWN: Nsv COORD: Nav APPROVED: Nav CO-1