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Home My WebLink About027,028-93 SP Ponds West Secondary PlatCOMMISSION'S CERTIFICATE UNDER AUTHORITY PROVIDED BY ACTS OF 1981,P.L. 309, SEC. 23. AS AMENDED BY ACTS OF 1982, P.L. 211, ENACTED BY THE GENERAL ASSEMBLY OF THE STATE OF INDIANA, AND ALL ACTS AMENDATORY AND SUPPLEMENTARY THERETO, AND AN ORDINANCE ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS: ADOPTED BY THE CARMEL/CLAY PLAN COMMISION AT A MEETING HELD _1 1992 CARMEL/CLAY PLAN COMMISSION BY: DAVID CUNNINGHAM ASSISTANT DIRECTOR CARMEL, INDIANA BOARD OF COMMISSIONERS OF THE COUNTY OF HAMILTON BOARD OF COUNTY COMMISSIONER'S CERTIFICATE UNDER AUTHORITY PROVIDED BY ACTS OF 1981, ENACTED BY THE GENERAL ASSEMBLY OF THE STATE OF INDIANA, AND ALL ACTS AMENDATORY OR SUPPLEMENTARY THERETO, THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF COUNTY COMMISSIONERS OF HAMILTON COUNTY, INDIANA, AT A MEETING HELD 199 . BOARD OF COMMISSIONERS OF THE COUNTY OF HAMILTON COMMISSIONER STEVE HOLT - PRESIDENT COMMISSIONER BILL KARNS COMMISSIONER STEVE DILLINGER ATTEST POLLY PEARCE HAMILTON COUNTY AUDITOR The portion of real estate included in this plat is also subject to covenants and restrictions contained in the Declaration of Covenants and Restrictions of Ponds West recorded as instrument nurrber on 199 , in the Office of the Recorder of Hamilton County. Owner and Subdivider: Witness my signature this STATE OF INDIANA ) SS: COUNTY OF HAMILTON) DART DEVELOPMENT CORP. II P.O. BOX 1423 CARMEL,INDIANA 46032 (317-844-4551) day of , 199 . By: David Freiburger President Before me, a Notary Public In and for sold County and State, personally appeared David Frelburger and acknowledged execution of this instrument as his voluntary act and deed for the uses and purposes therein expressed as the President of, and for and on behalf of Dart Development Corp. 11. Witness my signature and Notarial Seal this day of ,199 My Commission Expires: County of Residence Source of Title: I nstr. :O. : . Z , SEAL Notary Public Printed Name �IIDd�MI�Ib��I�iB� I I U, I "4'0\1 , All PONDS WEST SECTION This subdivision consists of 30 lots nurrbered 98 thru 127 all inclusive, and streets as shown hereon. The size of lots and widths of streets are shown on this plot by figures denoting feet and decirrol parts thereof, ��tttnttt,�� E • 80L"�1" .�; No.- SO4gl .� STATE OF VNO• SO Certified This day of , 199 CERTIFICATE OF SURVEl' Ponds West Section IV 1, the undersigned, do hereby certify the attached plat to be true and correct to tl of my knowledge and belief, representing a survey of part of the Northeast Quarter of S 22, Township 18 North, Range 3 East of the Second Principal Meridian, Clay Towns Hamilton County, Indiana, more particularly described as follows: Beginning at the Southeast corner of said Northeast Quarter; thence South 89' Wes( along the South line of said Northeast Quarter 767.80 feet; thence North 00°04'20 475.00 feet; thence South 89°20'11" West 62.49 feet; thence North 00°39'49" West 158.1: thence South 81°53'55" East 23.42 feet; thence North 08°06'05" East 50.00 feet to a poin non -tangent curve concave Southerly having a central angle of 11°45'04" and a radius of feet; thence Easterly along said curve a distance of 48.20 feet (said curve being subtende chord having a bearing of South 76°01'23" East and a length of 48.11 feet); thence 19°51'09" East 197.86 feet; thence North 28°48'00" West 105.74 feet; thence North 12 East 76.50 feet; thence North 5538'09" East 76.68 feet to a point on a non -tangent concave Northeasterly having a central angle of 34°19'35" and a radius of 32.5.00 feet, t Northwesterly and Northerly along said curve a distance of 194.71 feet (said curve subtended by a chord having a bearing of North 17°12'04" West and a length of 191.81 thence North 00°02'16" West 39.89 feet; thence South 87 49'17" East 50.04 feet; thence 00°02'16" East 37.96 feet to a point on a curve concave Northeasterly having a central an 2720'53" and a radius of 275.00 feet; thence Southerly and Southeasterly along said CL distance of 262.16 feet (said curve being subtended by a chord having a bearing of , 27°20'53" East and a length of 252.34 feet); thence South 54°39'29" East 61.48 feet; thence i 36°37'21" East 129.53 feet; thence North 14°47'03" East 53.43 feet; thence North 60°34'55' 119.11 feet to a point on a non -tangent curve concave Northerly having a central anf 13°53'43" and a radius of 870.00 feet; thence Easterly along said curve a distance of 210.9: (said curve being subtended by a chord bearing South 83°05'25" Eas( and a length of 2 feet); thence North 89°57'44" East 95.37 feet to a point on the East line of said Nort Quarter; thence South 00°02'16" East along the East line of said Northeast Quarter 1166.41 to the Point of Beginning, containing 19.69 acres more or less, subject to all highways, rig] way, and easements. STEPHEN E. BOUROUEIN Registered Land Surveyor #SO441 - Indiana O = MONUMENT - 4' x 4' x 36' Stone, Precast Conc., or Poured in Place Cone. o = STREET MARKER - 1/2' dia. x 24' Brass, Iron, or Steel Pin. NOTE, MARKERS SHALL BE PLACED AT ALL PROPERTY CORNERS AND ALL ANGLES IN PROPERTY LINES NOT ESTABLISHED BY A MONUIENT. MARKERS SHALL BE 5/8' d1o. x 36' STEEL PIPES OR STEEL BARS. F.P.C. Flood Protection Grade - Elevation of the lowest point around the perimeter of a building of which flood water may enter the bullding Is to be no lower than the elevation shown for each lot. PREPARED BY STEVE E BOUROUEIN '- ilin�ii�eeri MSE Corporation 941 North Meridian Indpi& , IN 46204 317 634-1000 317 634-3576 FAX -1-b N- 114-0522 sheet No, 1 DION: 522SP4TI PRF: 522SP4 i i LEGEND BSL = BUILDING SETBACK LINE N. A. E. = NON ACCESS EASEMENT D. E. = DRAINAGE EASEMENT U. E. = UTILITY EASEMENT U. & D. E. = UTILITY & DRAINAGE EASEMENT L. S. E. = LANDSCAPING EASEMENT = = STREET ADDRESS O = MONUMENT - 4' x 4' x 36' Stone, Precast Conc., or Poured in Place Cone. o = STREET MARKER - 1/2' dia. x 24' Brass, Iron, or Steel Pin. NOTE, MARKERS SHALL BE PLACED AT ALL PROPERTY CORNERS AND ALL ANGLES IN PROPERTY LINES NOT ESTABLISHED BY A MONUIENT. MARKERS SHALL BE 5/8' d1o. x 36' STEEL PIPES OR STEEL BARS. F.P.C. Flood Protection Grade - Elevation of the lowest point around the perimeter of a building of which flood water may enter the bullding Is to be no lower than the elevation shown for each lot. PREPARED BY STEVE E BOUROUEIN '- ilin�ii�eeri MSE Corporation 941 North Meridian Indpi& , IN 46204 317 634-1000 317 634-3576 FAX -1-b N- 114-0522 sheet No, 1 DION: 522SP4TI PRF: 522SP4 i i