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Home My WebLink AboutW220131 Plat-6This instrument prepared for: COTTAGES AT CARMEL SECONDARY PLAT ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WE I HE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM SHEET 6 OF 6 ADVENIR OAKLEY DEVELOPMENT, LLC PROJECT NO.: W220131 LAND DESCRIPTION A PART OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANA, BEING THAT 30.70 ACRE TRACT OF LAND SHOWN ON THE PLAT OF A BOUNDARY SURVEY OF SAID TRACT CERTIFIED BY JACOB T. HOFFMAN, P.S. - INDIANA #LS21100009 ON _________________ AS PART OF A SURVEY PERFORMED UNDER WEIHE ENGINEERS JOB NUMBER W220131 (ALL REFERENCES TO MONUMENTS AND COURSES HEREIN ARE AS SHOWN ON SAID PLAT OF SURVEY), AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF COMMON AREA #2 IN THE RIDGE AT THE LEGACY SECTION 1 (AKA THE RESIDENTIAL PHASE ONE, SECTION ONE), AS RECORDED IN INSTRUMENT NUMBER 2013002737 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, MARKED BY A CONCRETE MONUMENT; THENCE PROCEED FOR THE FOLLOWING NINE (9) COURSES ALONG THE SOUTH RIGHT-OF-WAY OF 146TH STREET AS DESCRIBED IN INSTRUMENT NUMBERS 2001065741 AND 2008020741 IN SAID RECORDER'S OFFICE: (1) THENCE SOUTH 84 DEGREES 03 MINUTES 06 SECONDS EAST 15.14 FEET TO A 5/8 INCH DIAMETER REBAR WITH CAP STAMPED “WEIHE ENGR. 0012” (HEREAFTER REFERRED TO AS WEIHE REBAR); (2) THENCE NORTH 87 DEGREES 46 MINUTES 15 SECONDS EAST 158.45 FEET TO A WEIHE REBAR; (3) THENCE SOUTH 89 DEGREES 42 MINUTES 42 SECONDS EAST 92.23 FEET TO A WEIHE REBAR; (4) THENCE SOUTH 89 DEGREES 23 MINUTES 00 SECONDS EAST 292.56 FEET TO A WEIHE REBAR; (5) THENCE SOUTH 89 DEGREES 23 MINUTES 45 SECONDS EAST 413.19 FEET TO A WEIHE REBAR; (6) THENCE SOUTH 89 DEGREES 23 MINUTES 43 SECONDS EAST 149.00 FEET TO A WEIHE REBAR; (7) THENCE SOUTH 89 DEGREES 32 MINUTES 45 SECONDS EAST 325.45 FEET TO A WEIHE REBAR; (8) THENCE SOUTH 89 DEGREES 22 MINUTES 02 SECONDS EAST 12.90 FEET TO A WEIHE REBAR; (9) THENCE SOUTH 88 DEGREES 09 MINUTES 51 SECONDS EAST 328.47 FEET TO THE WEST RIGHT-OF-WAY OF COMMUNITY DRIVE AS DESCRIBED IN INSTRUMENT NUMBER 2008043636 IN SAID RECORDER'S OFFICE, MARKED BY A WEIHE REBAR; THENCE PROCEED FOR THE FOLLOWING SEVEN (7) COURSES ALONG SAID RIGHT-OF-WAY: (1) THENCE SOUTH 00 DEGREES 00 MINUTES 14 SECONDS EAST 224.10 FEET TO A WEIHE REBAR; (2) THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 435.43 FEET, AN ARC LENGTH OF 34.61 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 02 DEGREES 07 MINUTES 37 SECONDS WEST AND A DISTANCE OF 34.60 FEET TO A WEIHE REBAR; (3) THENCE SOUTH 04 DEGREES 21 MINUTES 13 SECONDS WEST 242.38 FEET TO A WEIHE REBAR; (4) THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 544.50 FEET, AN ARC LENGTH OF 41.41 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 02 DEGREES 10 MINUTES 29 SECONDS WEST AND A DISTANCE OF 41.40 FEET TO A WEIHE REBAR; (5) THENCE SOUTH 00 DEGREES 00 MINUTES 14 SECONDS EAST 88.34 FEET TO A WEIHE REBAR; (6) THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 544.50 FEET, AN ARC LENGTH OF 29.30 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 01 DEGREES 32 MINUTES 44 SECONDS EAST AND A DISTANCE OF 29.30 FEET TO A WEIHE REBAR; (7) THENCE SOUTH 03 DEGREES 05 MINUTES 13 SECONDS EAST 135.88 FEET TO THE NORTH RIGHT-OF-WAY LINE OF EQUALITY BOULEVARD AS DESCRIBED IN INSTRUMENT NUMBER 2015002813 IN SAID RECORDER'S OFFICE, MARKED BY A WEIHE REBAR; THENCE PROCEED FOR THE FOLLOWING TWO (2) COURSES ALONG SAID RIGHT-OF-WAY: (1) THENCE SOUTH 86 DEGREES 54 MINUTES 36 SECONDS WEST 146.59 FEET TO A WEIHE REBAR; (2) THENCE SOUTH 89 DEGREES 59 MINUTES 46 SECONDS WEST 212.88 FEET TO THE SOUTHEAST CORNER OF COMMON AREA #7 IN THE WINDWARD AT LEGACY TOWNHOMES, THE PLAT OF WHICH IS RECORDED IN INSTRUMENT NUMBER 2021066606 IN SAID RECORDER'S OFFICE, MARKED BY A WEIHE REBAR; THENCE PROCEED FOR THE FOLLOWING EIGHT (8) COURSES ALONG THE NORTH AND EAST LINES OF SAID PLAT; (1) THENCE NORTH 00 DEGREES 00 MINUTES 37 SECONDS WEST 3.16 FEET TO A WEIHE REBAR; (2) THENCE ALONG A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 232.00 FEET, AN ARC LENGTH OF 43.95 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 84 DEGREES 33 MINUTES 51 SECONDS WEST AND A DISTANCE OF 43.89 FEET TO A WEIHE REBAR; (3) THENCE SOUTH 79 DEGREES 08 MINUTES 11 SECONDS WEST 167.81 FEET TO A WEIHE REBAR; (4) THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 768.00 FEET, AN ARC LENGTH OF 145.48 FEET, AND HAVING A LONG CHORD BEARING OF SOUTH 84 DEGREES 33 MINUTES 47 SECONDS WEST AND A DISTANCE OF 145.26 FEET TO A WEIHE REBAR; (5) THENCE SOUTH 89 DEGREES 59 MINUTES 23 SECONDS WEST 140.35 FEET TO A WEIHE REBAR; (6) THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.56 FEET, AND HAVING A LONG CHORD BEARING OF NORTH 45 DEGREES 00 MINUTES 37 SECONDS WEST AND A DISTANCE OF 21.21 FEET TO A WEIHE REBAR; (7) THENCE NORTH 00 DEGREES 00 MINUTES 37 SECONDS WEST 174.27 FEET TO A WEIHE REBAR; (8) THENCE SOUTH 89 DEGREES 59 MINUTES 23 SECONDS WEST 891.32 FEET TO THE EAST LINE OF COMMON AREA #8 IN THE RIDGE AT THE LEGACY SECTION 3 AS DESCRIBED IN INSTRUMENT NUMBER 2014054239 IN SAID RECORDER'S OFFICE, MARKED BY A REBAR WITH HWC ENG CAP; THENCE PROCEED FOR THE FOLLOWING THREE (3) COURSES ALONG SAID EASTERN LINES OF SAID PLAT; (1) THENCE NORTH 00 DEGREES 29 MINUTES 16 SECONDS WEST 83.68 FEET TO A CONCRETE MONUMENT; (2) THENCE NORTH 89 DEGREES 59 MINUTES 18 SECONDS WEST 14.15 FEET TO A CONCRETE MONUMENT; (3) THENCE NORTH 00 DEGREES 00 MINUTES 42 SECONDS EAST 594.81 FEET ALONG SAID WEST LINE AND ALONG THE WEST LINE OF THE RIDGE AT THE LEGACY SECTION 1 TO THE POINT OF BEGINNING, CONTAINING 30.7 ACRES OF LAND, MORE OR LESS. REGISTERED LAND SURVEYOR'S CERTIFICATE I, JACOB T. HOFFMAN, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR, LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE OF INDIANA: THAT THIS PLAT CORRECTLY REPRESENTS A SUBDIVISION OF A LAND TITLE SURVEY PREPARED BY WEIHE ENGINEERING, INC. UNDER PROJECT NO. W22-0131, DATED NOVEMBER 28, 2022 AND IS SHOWN FOR REFERENCE ONLY. THERE HAS BEEN NO CHANGE FROM MATTERS OF SURVEY REVEALED BY THE CROSS-REFERENCED SURVEY, OR ANY PRIOR SUBDIVISION PLATS CONTAINED THEREIN, ON ANY LINES THAT ARE COMMON WITH THIS SUBDIVISION. THAT ALL THE MONUMENTS SHOWN THEREON ACTUALLY EXIST OR WILL BE INSTALLED AND THAT THE LOCATION, SIZE, TYPE AND MATERIAL ARE ACCURATELY SHOWN: AND THAT ALL REQUIREMENTS SPECIFIED IN THE SUBDIVISION ORDINANCE OF THE CITY OF CARMEL HAVE BEEN MET. THIS SUBDIVISION CONTAINS 4 LOTS, LABELED 1 THROUGH 4, AND 1 BLOCK DESIGNATED AS BLOCK “1", TOGETHER WITH STREET RIGHTS-OF-WAY, ALL AS DELINEATED ON THE WITHIN PLAT. THE SIZE OF THE LOTS, BLOCKS, EASEMENTS AND THE WIDTH OF THE STREET RIGHTS-OF-WAY ARE SHOWN IN FIGURES DENOTING FEET AND DECIMAL PARTS THEREOF. ____________________________________________ JACOB T. HOFFMAN DATE REGISTERED LAND SURVEYOR NO. LS21100009 COMMISSION'S CERTIFICATE UNDER AUTHORITY PROVIDED BY INDIANA CODE 36-7-4-710 AND ORDINANCES ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS: GRANTED ADMINISTRATIVE APPROVAL BY THE DEPARTMENT OF COMMUNITY SERVICES PURSUANT TO ARTICLE XI OF THE CARMEL PLAN COMMISSION'S RULES OF PROCEDURE ON _________________________, 20___. BY: _________________________________________ MICHAEL P. HOLLIBAUGH, DIRECTOR DEPARTMENT OF COMMUNITY SERVICES CARMEL, INDIANA BOARD OF PUBLIC WORKS AND SAFETY CERTIFICATE THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF PUBLIC WORKS AND SAFETY OF THE CITY OF CARMEL, INDIANA, AT A MEETING HELD: __________________________, 20___. JAMES BRAINARD, MAYOR MARY ANN BURKE, MEMBER LORI WATSON, MEMBER SUE WOLFGANG, CLERK OF THE CITY DEED OF DEDICATION WE, THE UNDERSIGNED, ADVENIR OAKLEY DEVELOPMENT, LLC, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE, SAID REAL ESTATE IN ACCORDANCE WITH THE WITHIN PLAT. THE SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS COTTAGES AT CARMEL, AN ADDITION TO THE CITY OF CARMEL, INDIANA. THE SUBDIVISION IS LOCATED WITHIN THE LEGACY PLANNED UNIT DEVELOPMENT AND SHALL COMPLY WITH SAID PUD ORDINANCES, INCLUDING ARCHITECTURAL STANDARDS. ALL STREETS AND ALLEYS SHOWN AND NOT HERETOFORE DEDICATED, ARE HEREBY DEDICATED TO THE PUBLIC. FRONT AND SIDE YARD BUILDING SETBACK LINES ARE HEREBY ESTABLISHED AS SHOWN ON THIS PLAT, BETWEEN WHICH LINES AND THE PROPERTY LINES OF THE STREET THERE SHALL BE ERECTED OR MAINTAINED NO BUILDING OR STRUCTURE. THERE ARE STRIPS OF GROUND AS SHOWN ON THIS PLAT AND MARKED “EASEMENT”, RESERVED FOR THE USE OF PUBLIC UTILITIES FOR THE INSTALLATION OF WATER AND SEWER MAINS, POLES, DUCTS, LINES AND WIRES, SUBJECT AT ALL TIMES TO THE PROPER AUTHORITIES AND TO THE EASEMENT HEREIN RESERVED. NO PERMANENT OR OTHER STRUCTURES ARE TO BE ERECTED OR MAINTAINED UPON SAID STRIPS OF LAND, BUT OWNERS OF LOTS IN THIS SUBDIVISION SHALL TAKE THEIR TITLES SUBJECT TO THE RIGHTS OF THE PUBLIC UTILITIES. IN ANY CASES WHERE A REGULATED DRAIN EASEMENT AND A TREE PRESERVATION EASEMENT OVERLAP, THE REGULATED DRAIN EASEMENT HAS PRECEDENT OVER THE TREE PRESERVATION EASEMENT IN THE EVENT OF A NEED FOR MAINTENANCE ACCESS TO THE REGULATED DRAIN. THE FOREGOING COVENANTS, OR RESTRICTIONS, ARE TO RUN WITH THE LAND AND SHALL BE BINDING ON ALL PARTIES AND ALL PERSONS CLAIMING UNDER THEM UNTIL ____________________________, AT WHICH TIME SAID COVENANTS, OR RESTRICTIONS, SHALL BE AUTOMATICALLY EXTENDED FOR SUCCESSIVE PERIODS OF 10 YEARS UNLESS CHANGED BY VOTE OF A MAJORITY OF THE THEN OWNERS OF THE BUILDINGS COVERED BY THESE COVENANTS, OR RESTRICTIONS, IN WHOLE OR IN PART. INVALIDATION OF ANY ONE OF THE FOREGOING COVENANTS OR RESTRICTIONS, BY JUDGEMENT OR COURT ORDER, SHALL IN NO WAY AFFECT ANY OF THE OTHER COVENANTS OR RESTRICTIONS, WHICH SHALL REMAIN IN FULL FORCE AND EFFECT. THE RIGHT TO ENFORCE THESE PROVISIONS BY INJUNCTION, TOGETHER WITH THE RIGHT TO CAUSE THE REMOVAL, BY DUE PROCESS OF LAW, OF ANY STRUCTURE OR PART THEREOF ERECTED OR MAINTAINED IN VIOLATION HEREOF, IS HEREBY DEDICATED TO THE PUBLIC, AND RESERVED TO THE SEVERAL OWNERS OF THE SEVERAL LOTS IN THIS SUBDIVISION AND TO THEIR HEIRS AND ASSIGNS. TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN MASTER DECLARATION OF COVENANTS AND RESTRICTIONS OF COTTAGES AT CARMEL, RECORDED AS INSTRUMENT NUMBER _______________________________, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. SUCH DECLARATION OF COVENANTS AND RESTRICTIONS SET FORTH THEREIN RUN WITH THE LAND DESCRIBED HEREON AND ARE INCORPORATED HEREIN BY REFERENCE. EACH OWNER OF A LOT DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT SUBJECT TO THE TERMS AND CONDITIONS OF SUCH DECLARATION. WITNESS OUR HANDS AND SEALS THIS _____ DAY OF ________________ ________________________, 20___. SCOTT WEATHERS - ADVENIR OAKLEY DEVELOPMENT, LLC STATE OF INDIANA ) ) SS: COUNTY OF HAMILTON ) BEFORE ME THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR THE COUNTY AND STATE, PERSONALLY APPEARED SCOTT WEATHERS, FOR EACH SEPARATELY AND SEVERALLY ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT AS HIS OR HER VOLUNTARY ACT AND DEED, FOR THE PURPOSES THEREIN EXPRESSED. WITNESS MY HAND AN NOTARIAL SEAL THIS _____ DAY OF ________________________________, 20___. __________________________________________ PRINTED NAME: MY COMMISSION EXPIRES: ______________________________ I AM A RESIDENT OF ____________________ COUNTY. LAND OWNER: FALCON NEST II, LLC SOURCE OF TITLE: INST #: 202215142 PLAN COMMISSION DOCKET NUMBERS: PZ-2022-00147 OA COMMON AREA INSPECTIONS BEFORE THE DEVELOPER TRANSFERS CONTROL OF THE OWNERS' ASSOCIATION UNDER THE DECLARATION OF COVENANTS TO THE PROPERTY OWNERS, INCLUDING CONTROL OF A BOARD OF DIRECTORS OR OTHER MEANS OF REPRESENTATION, THE DEVELOPER SHALL ARRANGE FOR AN INSPECTION OF ALL IMPROVEMENTS NOT LOCATED ON A PLATTED LOT OR FOR WHICH THE OWNERS' ASSOCIATION HAS MAINTENANCE RESPONSIBILITY (A "COMMON AREA IMPROVEMENT"), INCLUDING STREET TREES. COTTAGES AT CARMEL SECONDARY PLAT PZ-2022-00147 This instrument prepared by: Jacob T. Hoffman SCOTT WEATHERS 17501 BISCAYNE BLVD., SUITE 300 AVENTURA, FL 33160 PHONE: 305-450-8233