HomeMy WebLinkAboutB001 - Plat S5-Sheet 1CURVE TABLE: PARCELCURVEC1C2C3C4C5C6C7C8C9RADIUS10.00'10.00'10.00'10.00'10.00'10.00'10.00'10.00'25.00'LENGTH15.71'15.71'15.71'15.71'15.71'15.71'15.71'15.71'39.27'TANGENT10.00'10.00'10.00'10.00'10.00'10.00'10.00'10.00'25.00'CHORDLENGTH14.14'14.14'14.14'14.14'14.14'14.14'14.14'14.14'35.36'CHORDBEARINGN45°00'00"WS45°00'00"WS45°00'00"EN45°00'00"ES45°00'00"EN45°00'00"EN45°00'00"WS45°00'00"WN45°00'00"WDELTA90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"Dennis D. OlmsteadProfessional Land SurveyorNo. 900012VICINTY MAPNOT TO SCALESurveyed and Prepared by:Dennis D. Olmstead, PLSStoeppelwerth & Associates, Inc.7965 East 106th StreetFishers, Indiana 46038Phone: (317) 849-5935Email: dolmstead@stoeppelwerth.comOwner/Subdivider:PM Development Holdings, LLC630 3rd Ave SW, #200Carmel, Indiana 46032Contact: Paul ClairePhone: (317) 714-3346Email:paul@Pyattbuilders.comSubmission Date: 03/20/2021Source of Title:Limited Warranty Deed - Instr. 2016056664Carmel/Clay Plan Commision Nos.Primary Plat Docket No. 16030011PPDocket No. 16030012 ZWDocket No. 16030013 ZWDocket No. 16030014 ZWDocket No. 16030015 ZWDocket No. 16030016 ZWDocket No. 16030017 ADLSSecondary Plat Docket No. PZ-2021-0047 SPZoning: PUD (Planned Unit Development)Side Yard Min.= 0'/6' Between StructuresRear Yard Min.= 6' Min.Zoning-PUD Ordinance #Z-501-07Refer to Exhibit 8 of PUD for Architectural Standards andnotes on Sheet 5 of this PlatTHE GROVE AT THE LEGACYSECTION FIVESECONDARY PLAT(PART OF NW 1/4 OF SEC. 23, T18N, R4E, HAMILTON CO., IN)JOB No. 55115PYT-S5SHEET 1 OF 5 1" = 100 FTLEGEND164LOT NUMBERB.L.BUILDING LINED.&U.E.DRAINAGE & UTILITY EASEMENTD.U.&S.S.E.DRAINAGE UTILITY & SANITARY SEWER EASEMENTI.E.E.INGRESS/EGRESS EASEMENTL.M.A.ELANDSCAPE MAINTENANCE ACCESS EASEMENTP.A.E.PEDESTRIAN ACCESS EASEMENTR/WRIGHT-OF-WAYR.D.E.REGULATED DRAINAGE EASEMENTVAR.VARIABLEG.C.AGENERAL COMMON AREAL.C.ALIMITED COMMON AREAB.M.P.E.BEST MANAGEMENT PRACTICE EASEMENTFLOOD STATEMENTNO PORTION OF THIS SITE LIES WITHIN AFLOODPLAIN PER FIRM 18057C0231G DATED NOV. 19, 2014BASED ON THE FEMA BASE FLOOD ELEVATIONFOR THIS AREA, THERE WILL BE NO POTENTIALFLOODING OF THIS PROPERTY VIA OUTFALL ORSTORM PIPING SYSTEMS.STORM SYSTEMANY STORM SEWERS UNDER PRIVATE ROADS WILL BE PRIVATE. ALLOTHER STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.146TH STREETRIVER
ROAD
COMMUNITY DRIVECHERRY CREEK BLVD.SITEDENOTES A STREET CENTERLINE MONUMENT--A COPPERWELD MONUMENT,A 5/8” DIAMETER STEEL ROD WITH A BRASS CAP HAVING A CUT “X” IN THETOP, AN ALUMINUM MONUMENT HAVING A “DIMPLE” IN THE TOP, AHARRISON MONUMENT OR A MAG NAIL (THE TYPE BEING DEPENDENT UPONJURISDICTIONAL REQUIREMENTS AND ALL BEING SET FLUSH WITH THESURFACE OF THE PAVEMENT)DENOTES A 4” SQUARE X 36” LONG PRECAST CONCRETE MONUMENTWITH A CROSS CAST IN THE TOP SET FLUSH WITH THE FINISH GRADEDENOTES A 5/8” DIAMETER X 30” LONG REINFORCING BAR(REBAR) WITH CAPSTAMPED “S&A FIRM #0008” SET FLUSH WITH THE FINISH GRADEPER INDIANA ADMINISTRATIVE CODE (IAC), TITLE 865 IAC 1-12-18, ANAFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTERTHE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED AND MAY BEDELAYED FOR UP TO TWO YEARS FROM THE DATE OF RECORDATION OF THISPLAT.MONUMENTS SET OR TO BE SET INCLUDE SUBDIVISION PERIMETER CORNERS,CENTERLINE INTERSECTIONS, CENTERLINE POINTS OF CURVATURE,CENTERLINE POINTS OF TANGENCY AND INTERIOR LOT/ PARCEL CORNERS(INCLUDING BEGINNING AND ENDS OF CURVES AND THE INTERSECTION OFLOT/PARCEL LINES).126
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44453837164165163162G.C.A. #15L.C.A. #7G.C.A. #16EVERETT DRIVE (PRIVATE)LARSON DRIVE (PUBLIC)
JAMES DEAN DRIVE (PUBLIC)L.C.A. #5ASHEET 2SHEET 32020 INDIANA RESIDENTIAL CODE NOTES:R302.1 EXTERIOR WALLSCONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE R302.1(1);OR DWELLINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904 SHALL COMPLY WITH TABLER302.1(2).EXCEPTION:6. FOR BUILDING APPLICATIONS THAT HAVE RECEIVED LOCAL ZONING APPROVALS FOR PLATS OR FOR PRELIMINARY CONCEPT OR MASTER PLANS PRIOR TO ADOPTIONOF THE INDIANA RESIDENTIAL CODE IN 675 IAC 14-4.4, DWELLINGS WITH A FIRE SEPARATION DISTANCE OF LESS THAN THREE (3) FEET FROM THE PROPERTY LINE SHALLBE REQUIRED TO HAVE AT LEAST A ONE HOUR FIRE RESISTANCE RATING AND EXPOSURE FROM BOTH SIDES AND OPENINGS SHALL NOT BE PERMITTED. PROJECTIONSSHALL NOT EXTEND TO A POINT CLOSER THAN TWO (2) FEET TO THE PROPERTY LINE. ONE HOUR FIRE RESISTIVE CONSTRUCTION IS REQUIRED ON THE UNDERSIDE OFPROJECTIONS WHEN THE PROJECTIONS ARE CLOSER THAN THREE (3) FEET TO THE PROPERTY LINE. PENETRATIONS SHALL COMPLY WITH SECTION R302.4.R401.3 DRAINAGELOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL NOT FEWER THAN 6 INCHES (152 MM) WITHIN THEFIRST 10 FEET (3048 MM).EXCEPTION:WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BECONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION SHALL BESLOPED NOT LESS THAN 2 PERCENT AWAY FROM THE BUILDING.WILBUR ROAD
(PRIVATE)EVERETT DRIVE(PRIVATE)SPURR LANE
(PRIVATE)BEFORE THE DEVELOPER TRANSFERS CONTROL OF THEOWNERS' ASSOCIATION UNDER THE DECLARATION OFCOVENANTS TO THE PROPERTY OWNERS, INCLUDINGCONTROL OF A BOARD OF DIRECTORS OR OTHERMEANS OF REPRESENTATION, THE DEVELOPER SHALLARRANGE FOR AN INSPECTION OF ALL IMPROVEMENTSNOT LOCATED ON A PLATTED LOT OR FOR WHICH THEOWNERS' ASSOCIATION HAS MAINTENANCERESPONSIBILITY (A "COMMON AREA IMPROVEMENT"),INCLUDING STREET TREES.