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Home My WebLink About06050011.2°f i �f �f �I W f �i W i 2 I.P. /CAP SET- 10" TREE S 97.00'00° W 40.00' I.P. /i 4P F-1 f (HEAVILY WOODED) ff 1f PARKWOOD CROSSING f fl f ( P.O.B. PROPOSED 10' i f ELECTRIC EASEMENT fi If �. --- - - - - -- __ -� I- - -- - EXIS77NG WATERLINE ESM'T -� /NS 7M # 9005804 S.W. COR:,SE 114 SEC. 11, T 17 N, R 3 E P.K. NAIL FOUND SURVEYOR'S REPORT IN ACCORDANCE WITH TITLE 864; ARTICLE 1. 1, CHAPTER 13, SECTIONS 1 THROUGH 34 OF THE INDIANA ADMINISTRATIVE CODE, THE FOLLOWING OBSERVATIONS AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES OF THE LOCATION OF LINES AND CORNERS ESTABLISHED ON THIS SURVEY AS A RESULT OF.- A) VARIANCES IN THE REFERENCE MONUMENTS; B) DISCREPANCIES IN RECORD DESCRIPTION AND PLATS; C) INCONSISTENCIES IN LINES OF OCCUPATION AND, D) RANDOM ERRORS IN MEASUREMENTS (THEORETICAL UNCERTAINTY), THE FOLLOWING ARE THE FINDINGS OF THE ABOVE UNCERTAINTIES; A. VARIANCES IN REFERENCE MONUMENTS 1. PK NAILS WERE FOUND AT THE SOUTHEAST AND SOUTHWEST CORNERS OF THE SOUTHEAST QUARTER OF SECTION 11 TOWNSHIP 17 NORTH, RANGE 3 EAST, PER TIES FROM THE MARION COUNTY SURVEYORS OFFICE. 2. THE UNCERTAINTY IN THE REFERENCE MONUMENTS IS 0.3 FEET. B. DISCREPANCIES IN RECORD DESCRIPTION AND PLATS 1. THE BOUNDARY OF THE SUBJECT TRACT COINCIDES WITH THE SOUTH LINE OF AN INGRESS - EGRESS AND UTILITY EASEMENT ALONG ' THE EN77RE NORTH PROPERTY LINE OF THE SUBJECT TRACT, THE NORTH AND EAST PROPERTY LINES OF A 185 FEET X 125 FEET' PARCEL AT THE SOUTHWEST CORNER OF THE SUBJECT TRACT, AND THE NORTH LINE OF A 51 FEET X 292 FEED PARCEL AT THE SUBJECT TRACTS SOUTH PROPERTY LINE_ C. INCONSISTENCIES IN LINE OF OCCUPATION 1. NO EVIDENCE FOUND ALONG ADJOINING PARCELS. D. THE THEORETICAL UNCERTAINTY (TU): 1. DUE TO RANDOM ERRORS IN MEASUREMENT OF THE SUBJECT TRACT, THE THEORETICAL UNCERTAINTY IS WITHIN THE SPECIFICATIONS FOR A CLASS "C" SURVEY AS DEFINED IN THE ABOVE MENTIONED CODE. 2. THE WITHIN DESCRIBED LAND IS CONTAINED WITHIN THE LAND DESCRIBED ON THE FACE OF THIS SURVEY. 2' CURB AND GUTTER N N 40' °o fo 12" TREE N 90'00'00° E 40.00' ASPHALT INGRESS - EGRESS AND UTILITY E5MT.,_!N 191 -18210 N 90'00'00' E 803.68' 15" TREE 12 TREE 1.P. 104P SET- 184.92' 1 N 00.4057' E 40.00' J P.O.B. IND" INSURANCE TRACT AND PROPOSED NO BUILD EASEMENT If2 LRICAP FND. S 90 00'00" W -� 28.74' INDIANA INSURANCE TRACT N 38'4346" W 7.81 ACRES 54.54' 2' CURB AND GUTIn (rtp.) PROPOSED 10' ECTRIC EASEMENT ELECTRIC EASEMENT (HEAVILY WOODED) f PROPOSED 15' WATERLINE EASEMENT `- N 90.00'00' E 58.45' 90.00100' E • � :�1 -: •� ram ..A L J 1.P. /CAP C PROPOSED 15' WATERLINE EASEMENT o = 08.46 27' R = 222.50' T = 17.07' L = 34.07' CH. BRG. = S 61'48'04" E CH. DIST. = 34.04' (HEAVILY WOODED) FND. INGRESS - EGRESS AND U77LITY ESMT., INSTR. #91 -18210 PARKWOOD CROSSING u rye R/W W. 96th ST.. - - - - - - - --------16'W-------- 2063.61' 1961.89' S90`00100' W 1827.62' W. 96th STREET PARKWOOD CROSSING PROPOSED INDIANAPOLIS WATER COMPANY EASEMENT JULY 24, 1991 A 15 FOOT EASEMENT LYING 75 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, BEING: PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST ALONG THE SOUTH LINE THEREOF A DISTANCE OF 1961.89 FEET; THENCE LEAVING SAID SOUTH LINE, NORTH 00 DEGREES 00 • MINUTES 00 SECONDS EAST A DISTANCE OF 339.51 FEET TO THE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE SOUTH 82 DEGREES 01 MINUTES 18 SECONDS EAST A DISTANCE OF 396.38 FEET- THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 58.45 FEET THENCE NORTH DO DEGREES 40 MINUTES 57 SECONDS EAST A DISTANCE OF 292.05 FEET, • THENCE NORTH 90 DEGREES DO MINUTES 00 SECONDS EAST A DISTANCE OF 386.75 FEET, BEING THE ENDPOINT OF THIS DESCRIPTION, SUBJECT TO ALL OTHER EASEMENTS AND /OR RIGHTS -OF -WAY OF LEGAL RECORD. PARKWOOD CROSSING PROPOSED ELECTRIC LINE EASEMENT SEPTEMBER 12, 1991 A 10 FOOT EASEMENT LYING 5.0 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, BEING: PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: �- COMMENCING AT THE SOUTHEAST-CORNER OF SAID SECTION, • THENCE SOUTH 90 - DEGREES 00 MINUTES DO SECONDS WEST, ALONG THE SOUTH LINE THEREOF A DISTANCE OF 2063.61 FEET, • THENCE LEAVING SAID SOUTH LINE, NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 400.11 FEET TO THE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 27.36 FEET; THENCE SOUTH 45 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 51.99 FEET, THENCE SOUTH 82 DEGREES 01 MINUTES 16 SECONDS EAST A DISTANCE OF 461.07 FEET THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 71.69 FEE-T, • THENCE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST A DISTANCE OF 297.05 FEET THENCE NORTH 90 DEGREES DO MINUTES 00 SECONDS EAST A DISTANCE OF 127.35 FEET,- THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE OF 273.57 FEET, THENCE NORTH 38 DEGREES 43 MINUTES 46 SECONDS WEST A DISTANCE OF 54.54 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE OF 28.74 FEET, BEING THE ENDPOINT OF THIS DESCRIPTION, SUBJECT TO ALL OTHER EASEMENTS AND /OR RIGHTS -OF -WAY OF LEGAL RECORD. 0 LEGAL DESCRIPTION PARCEL I PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 90 DEGREES DO MINUTES DO SECONDS WEST, 1827.62 FEET ALONG THE SOUTH LINE OF SAID QUARTER SECTION, THENCE LEAVING SAID SOUTH LINE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 549.01 FEET TO THE POINT OF BEGINNING, THENCE CONTINUING NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 160.00 FEET, • THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 225.00 FEET THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 267.48 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS FAST, 803.68 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A CENTRAL ANGLE OF 32 DEGREES 35 MINUTES 05 SECONDS AND A RADIUS OF 222.50 FEET, THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 126.54 FEET (SAID ARC BEING SUBTENDED BY A CHORD HAVING A BEARING OF SOUTH 73 DEGREES 42 MINUTES 25 SECONDS EAST AND A LENGTH OF 124.84 FEET, THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 35Z40 FEET, • THENCE SOUTH 90 DEGREES 00 MINUTES SECONDS WEST, 500.00 FEET; THENCE SOUTH 00 DEGREES 40 MINUTES 57 SECONDS WEST, 35.05 FEET, THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 200.00 FEET TO THE POINT OF BEGINNING, CONTAINING 781 ACRES MORE OR LESS. SUBJECT TO ALL EASEMENT SAND /OR RIGHTS -OF -WAY OF LEGAL RECORD. PARCEL Il TOGETHER WITH NON - EXCLUSIVE EASEMENTS PROVIDED FOR IN A CERTAIN DECLARATION OF DEVELOPMENT STANDARDS AND RESTRICTIONS FOR PARKWOOD CROSSING, RECORDED MAY 15, 1991 AS INSTRUMENT NUMBER 91 -18210 AND RE- RECORDED JULY 18, 1991, AS INSTRUMENT NUMBER 91-11492 AND IN DECLARATION OF COMMON FACILITIES EASEMENT FOR INGRESS /EGRESS AND UTILITIES RECORDED JUNE 29, 1992, AS INSTRUMENT NUMBER 92- 24274, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. NOTES 1. 2. PARCEL IS ZONED B -6 BUSINESS DISTRICT. PARCEL lS SUBJECT TO THE FOLLOWING RESTRICTIONS OF RECORD: A. THE RIGHTS -OF- OWNERS OF THOSE CERTAIN LOTS WHICH WERE NOT INCLUDED IN THE PETITION AND ORDER VACA77NG COLLEGE PARK VACATION DOCKET NO. 68 -87VP, INSTRUMENT NUMBER 87- 42951, TO HAVE ADEQUATE ACCESS TO EITHER 96TH STREET OR COLLEGE AVENUE. B. DECLARATION OF INGRESS - EGRESS EASEMENT FOR BENEFIT OF LOT OWNERS AND SUCCESSORS OF CENTURY MORTGAGE, INCORPORATED. INSTRUMENT NUMBER 89- 11138. C. COMMITMENTS CONCERNING THE DEVELOPMENT AND USE OF REAL ESTATE. INSTRUMENT NUMBER 89- 10299. D. REAL ESTATE COVENANTS INSTRUMENT NUMBER 89- 103.00. PROPOSED NO BUILD EASEMENT NUMBER 1 INDIANA INSURANCE AT PARKWOOD LEGEND PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. IXCEP770NS TO DEGREES 00 MINUTES DO SECONDS WEST, 1827.62 FEET ALONG THE SOUTH LINE OF SAID QUARTER SECTION, • THENCE LEAVING SAID SDU7H LINE NORTH 00 DEGREES 40 MINUTES 57 PARKWOOD CROSSING SECONDS EAST, 549.01 FEET; THENCE CONTINUING NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 160.00 FEET, THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 185.00 FEET TO STORM SEWER WEST 40.00 FEET, • THENCE NORTH 00 DEGREES DO MINUTES 00 SECONDS EAST, 267.48 FEET; o STORM MANHOLE DEGREES 00 MINUTES 00 SECONDS WEST 26748 FEET TO THE POINT OF BEGINNING. SUBJECT TO ALL OTHER EASEMENTS AND RIGHTS -OF -WAY OF LEGAL RECORD. STORM INLET INTERSTATE 465 INDIANA INSURANCE AT PARKWOOD SANITARY SEWER PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. C SANITARY MANHOLE DEGREES 00 MINUTES DO SECONDS WEST, 1827.62 FEET ALONG THE SOUTH LINE OF SAID QUARTER SECTION, THENCE LEAVING SAID SOUTH LINE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 549.01 FEET TO THE POINT OF BEGINNING, THENCE CONTINUING NORTH 00 POWER POLE "RED ACCESS 111GNT -OF -W4Y -� 0 = 32'.15'05 DO SECONDS E49T, 200.00 FEET; THENCE SOUTH 00 DEGREES 40 MINUTES 57 SECONDS WEST, 40.00 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 200.00 FEET TO THE POINT OF �- LIGHT POLE R = 222.50 - T = 65.03 " ►� WATER VALVE L = 126.54 It( F7RE HYDRANT CH. BRG. = S 7342 25' E CH. DIST. = 124.84' SCALE 1' =100' - _ - -W - - WATER LINE I.P. /CAP SET- 10" TREE S 97.00'00° W 40.00' I.P. /i 4P F-1 f (HEAVILY WOODED) ff 1f PARKWOOD CROSSING f fl f ( P.O.B. PROPOSED 10' i f ELECTRIC EASEMENT fi If �. --- - - - - -- __ -� I- - -- - EXIS77NG WATERLINE ESM'T -� /NS 7M # 9005804 S.W. COR:,SE 114 SEC. 11, T 17 N, R 3 E P.K. NAIL FOUND SURVEYOR'S REPORT IN ACCORDANCE WITH TITLE 864; ARTICLE 1. 1, CHAPTER 13, SECTIONS 1 THROUGH 34 OF THE INDIANA ADMINISTRATIVE CODE, THE FOLLOWING OBSERVATIONS AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES OF THE LOCATION OF LINES AND CORNERS ESTABLISHED ON THIS SURVEY AS A RESULT OF.- A) VARIANCES IN THE REFERENCE MONUMENTS; B) DISCREPANCIES IN RECORD DESCRIPTION AND PLATS; C) INCONSISTENCIES IN LINES OF OCCUPATION AND, D) RANDOM ERRORS IN MEASUREMENTS (THEORETICAL UNCERTAINTY), THE FOLLOWING ARE THE FINDINGS OF THE ABOVE UNCERTAINTIES; A. VARIANCES IN REFERENCE MONUMENTS 1. PK NAILS WERE FOUND AT THE SOUTHEAST AND SOUTHWEST CORNERS OF THE SOUTHEAST QUARTER OF SECTION 11 TOWNSHIP 17 NORTH, RANGE 3 EAST, PER TIES FROM THE MARION COUNTY SURVEYORS OFFICE. 2. THE UNCERTAINTY IN THE REFERENCE MONUMENTS IS 0.3 FEET. B. DISCREPANCIES IN RECORD DESCRIPTION AND PLATS 1. THE BOUNDARY OF THE SUBJECT TRACT COINCIDES WITH THE SOUTH LINE OF AN INGRESS - EGRESS AND UTILITY EASEMENT ALONG ' THE EN77RE NORTH PROPERTY LINE OF THE SUBJECT TRACT, THE NORTH AND EAST PROPERTY LINES OF A 185 FEET X 125 FEET' PARCEL AT THE SOUTHWEST CORNER OF THE SUBJECT TRACT, AND THE NORTH LINE OF A 51 FEET X 292 FEED PARCEL AT THE SUBJECT TRACTS SOUTH PROPERTY LINE_ C. INCONSISTENCIES IN LINE OF OCCUPATION 1. NO EVIDENCE FOUND ALONG ADJOINING PARCELS. D. THE THEORETICAL UNCERTAINTY (TU): 1. DUE TO RANDOM ERRORS IN MEASUREMENT OF THE SUBJECT TRACT, THE THEORETICAL UNCERTAINTY IS WITHIN THE SPECIFICATIONS FOR A CLASS "C" SURVEY AS DEFINED IN THE ABOVE MENTIONED CODE. 2. THE WITHIN DESCRIBED LAND IS CONTAINED WITHIN THE LAND DESCRIBED ON THE FACE OF THIS SURVEY. 2' CURB AND GUTTER N N 40' °o fo 12" TREE N 90'00'00° E 40.00' ASPHALT INGRESS - EGRESS AND UTILITY E5MT.,_!N 191 -18210 N 90'00'00' E 803.68' 15" TREE 12 TREE 1.P. 104P SET- 184.92' 1 N 00.4057' E 40.00' J P.O.B. IND" INSURANCE TRACT AND PROPOSED NO BUILD EASEMENT If2 LRICAP FND. S 90 00'00" W -� 28.74' INDIANA INSURANCE TRACT N 38'4346" W 7.81 ACRES 54.54' 2' CURB AND GUTIn (rtp.) PROPOSED 10' ECTRIC EASEMENT ELECTRIC EASEMENT (HEAVILY WOODED) f PROPOSED 15' WATERLINE EASEMENT `- N 90.00'00' E 58.45' 90.00100' E • � :�1 -: •� ram ..A L J 1.P. /CAP C PROPOSED 15' WATERLINE EASEMENT o = 08.46 27' R = 222.50' T = 17.07' L = 34.07' CH. BRG. = S 61'48'04" E CH. DIST. = 34.04' (HEAVILY WOODED) FND. INGRESS - EGRESS AND U77LITY ESMT., INSTR. #91 -18210 PARKWOOD CROSSING u rye R/W W. 96th ST.. - - - - - - - --------16'W-------- 2063.61' 1961.89' S90`00100' W 1827.62' W. 96th STREET PARKWOOD CROSSING PROPOSED INDIANAPOLIS WATER COMPANY EASEMENT JULY 24, 1991 A 15 FOOT EASEMENT LYING 75 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, BEING: PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST ALONG THE SOUTH LINE THEREOF A DISTANCE OF 1961.89 FEET; THENCE LEAVING SAID SOUTH LINE, NORTH 00 DEGREES 00 • MINUTES 00 SECONDS EAST A DISTANCE OF 339.51 FEET TO THE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE SOUTH 82 DEGREES 01 MINUTES 18 SECONDS EAST A DISTANCE OF 396.38 FEET- THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 58.45 FEET THENCE NORTH DO DEGREES 40 MINUTES 57 SECONDS EAST A DISTANCE OF 292.05 FEET, • THENCE NORTH 90 DEGREES DO MINUTES 00 SECONDS EAST A DISTANCE OF 386.75 FEET, BEING THE ENDPOINT OF THIS DESCRIPTION, SUBJECT TO ALL OTHER EASEMENTS AND /OR RIGHTS -OF -WAY OF LEGAL RECORD. PARKWOOD CROSSING PROPOSED ELECTRIC LINE EASEMENT SEPTEMBER 12, 1991 A 10 FOOT EASEMENT LYING 5.0 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, BEING: PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: �- COMMENCING AT THE SOUTHEAST-CORNER OF SAID SECTION, • THENCE SOUTH 90 - DEGREES 00 MINUTES DO SECONDS WEST, ALONG THE SOUTH LINE THEREOF A DISTANCE OF 2063.61 FEET, • THENCE LEAVING SAID SOUTH LINE, NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 400.11 FEET TO THE POINT OF BEGINNING OF SAID EASEMENT CENTERLINE; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 27.36 FEET; THENCE SOUTH 45 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 51.99 FEET, THENCE SOUTH 82 DEGREES 01 MINUTES 16 SECONDS EAST A DISTANCE OF 461.07 FEET THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST A DISTANCE OF 71.69 FEE-T, • THENCE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST A DISTANCE OF 297.05 FEET THENCE NORTH 90 DEGREES DO MINUTES 00 SECONDS EAST A DISTANCE OF 127.35 FEET,- THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE OF 273.57 FEET, THENCE NORTH 38 DEGREES 43 MINUTES 46 SECONDS WEST A DISTANCE OF 54.54 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE OF 28.74 FEET, BEING THE ENDPOINT OF THIS DESCRIPTION, SUBJECT TO ALL OTHER EASEMENTS AND /OR RIGHTS -OF -WAY OF LEGAL RECORD. 0 LEGAL DESCRIPTION PARCEL I PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 90 DEGREES DO MINUTES DO SECONDS WEST, 1827.62 FEET ALONG THE SOUTH LINE OF SAID QUARTER SECTION, THENCE LEAVING SAID SOUTH LINE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 549.01 FEET TO THE POINT OF BEGINNING, THENCE CONTINUING NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 160.00 FEET, • THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 225.00 FEET THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 267.48 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS FAST, 803.68 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A CENTRAL ANGLE OF 32 DEGREES 35 MINUTES 05 SECONDS AND A RADIUS OF 222.50 FEET, THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 126.54 FEET (SAID ARC BEING SUBTENDED BY A CHORD HAVING A BEARING OF SOUTH 73 DEGREES 42 MINUTES 25 SECONDS EAST AND A LENGTH OF 124.84 FEET, THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 35Z40 FEET, • THENCE SOUTH 90 DEGREES 00 MINUTES SECONDS WEST, 500.00 FEET; THENCE SOUTH 00 DEGREES 40 MINUTES 57 SECONDS WEST, 35.05 FEET, THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 200.00 FEET TO THE POINT OF BEGINNING, CONTAINING 781 ACRES MORE OR LESS. SUBJECT TO ALL EASEMENT SAND /OR RIGHTS -OF -WAY OF LEGAL RECORD. PARCEL Il TOGETHER WITH NON - EXCLUSIVE EASEMENTS PROVIDED FOR IN A CERTAIN DECLARATION OF DEVELOPMENT STANDARDS AND RESTRICTIONS FOR PARKWOOD CROSSING, RECORDED MAY 15, 1991 AS INSTRUMENT NUMBER 91 -18210 AND RE- RECORDED JULY 18, 1991, AS INSTRUMENT NUMBER 91-11492 AND IN DECLARATION OF COMMON FACILITIES EASEMENT FOR INGRESS /EGRESS AND UTILITIES RECORDED JUNE 29, 1992, AS INSTRUMENT NUMBER 92- 24274, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. NOTES 1. 2. PARCEL IS ZONED B -6 BUSINESS DISTRICT. PARCEL lS SUBJECT TO THE FOLLOWING RESTRICTIONS OF RECORD: A. THE RIGHTS -OF- OWNERS OF THOSE CERTAIN LOTS WHICH WERE NOT INCLUDED IN THE PETITION AND ORDER VACA77NG COLLEGE PARK VACATION DOCKET NO. 68 -87VP, INSTRUMENT NUMBER 87- 42951, TO HAVE ADEQUATE ACCESS TO EITHER 96TH STREET OR COLLEGE AVENUE. B. DECLARATION OF INGRESS - EGRESS EASEMENT FOR BENEFIT OF LOT OWNERS AND SUCCESSORS OF CENTURY MORTGAGE, INCORPORATED. INSTRUMENT NUMBER 89- 11138. C. COMMITMENTS CONCERNING THE DEVELOPMENT AND USE OF REAL ESTATE. INSTRUMENT NUMBER 89- 10299. D. REAL ESTATE COVENANTS INSTRUMENT NUMBER 89- 103.00. PROPOSED NO BUILD EASEMENT NUMBER 3 INDIANA INSURANCE AT PARKWOOD PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER SECTION THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 1827.62 FEET ALONG THE SOUTH LINE OF SAID QUARTER SECTION, THENCE LEAVING SAID SOUTH LINE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 549.01 FEET, • THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 200.00 FEET; THENCE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 35.05 FEET, • THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 105.83 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 40.00 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 364.17 FEET, • THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, 333.48 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A CENTRAL ANGLE OF 08 DEGREES 46 MINUTES 27 SECONDS AND A RADIUS OF 222.50 FEET, • THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 34.07 FEET (SAID ARC REING SUBTENDED BY A CHORD HAVING A BEARING OF SOUTH 61 DEGREES 48 MINUTES 04 SECONDS EAST AND A LENGTH OF 34.04 FEET; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 35740 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 394.17 FEET TO THE POINT OF BEGINNING. SUBJECT TO ALL OTHER EASEMENTS AND /OR RIGHTS -OF- WAY OF LEGAL RECORD. S.E. COR.,SE 114 SEC. 11, T 17 N, R 3 E P.K. NAIL FOUND CERTIFIED TO: Nationale- Nederlanden U.S. Property and Casualty Holdings, Incorporated Hamilton Title Security, Inc. Bose, McKinney and Evans Indiana Insurance Company Ice, Miller, Donadio and Ryan Parkwood Joint Venture !I Parkwood Joint Venture I hereby certify that the attached plat represents a survey conducted in accordance with the Minimum Standard Detail Requirements for Indiana Land Title Surveys (1970) and is true and correct to the best of my knowledge and belief. I further certify that the within described real estate does not lie within the 100 year Flood Boundary as shown on Panel Number 180081 0012 C of the Floodway Boundary and Floodway Map, dated May 19, 1981. Corners were established and improvements were located as shown hereon. Certified this - SZ'eday of Novel?-),b.-r, 19,92. WOOLPERT CONSULTANTS ES1 �t' %'� T�9FO times John R. Heshelman Registered Land Surveyor, IIS0386 i S038 ! State of Indiana xo STATE OF PROPOSED NO BUILD EASEMENT NUMBER 1 INDIANA INSURANCE AT PARKWOOD PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 90 DEGREES 00 MINUTES DO SECONDS WEST, 1827.62 FEET ALONG THE SOUTH LINE OF SAID QUARTER SECTION, • THENCE LEAVING SAID SDU7H LINE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 549.01 FEET; THENCE CONTINUING NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 160.00 FEET, THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 185.00 FEET TO THE POINT OF BEGINNING, THENCE CONTINUING SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 40.00 FEET, • THENCE NORTH 00 DEGREES DO MINUTES 00 SECONDS EAST, 267.48 FEET; THENCE NORTH 90 DEGREES DO MINUTES 00 SECONDS EAST, 40.00 FEET, THENCE SOUTH DO DEGREES 00 MINUTES 00 SECONDS WEST 26748 FEET TO THE POINT OF BEGINNING. SUBJECT TO ALL OTHER EASEMENTS AND RIGHTS -OF -WAY OF LEGAL RECORD. PROPOSED NO BUILD EASEMENT NUMBER 2 INDIANA INSURANCE AT PARKWOOD PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER SECTION, • THENCE SOUTH 90 DEGREES 00 MINUTES DO SECONDS WEST, 1827.62 FEET ALONG THE SOUTH LINE OF SAID QUARTER SECTION, THENCE LEAVING SAID SOUTH LINE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 549.01 FEET TO THE POINT OF BEGINNING, THENCE CONTINUING NORTH 00 �j DEGREES 40 MINUTES 57 SECONDS EAST, 40.00 FEET, • THENCE NORTH 90 DEGREES 00 MINUTES DO SECONDS E49T, 200.00 FEET; THENCE SOUTH 00 DEGREES 40 MINUTES 57 SECONDS WEST, 40.00 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 200.00 FEET TO THE POINT OF BEGINNING. SUBJECT TO ALL OTHER EASEMENTS AND RIGHTS -OF -WAY OF LEGAL RECORD. PROPOSED NO BUILD EASEMENT NUMBER 3 INDIANA INSURANCE AT PARKWOOD PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID QUARTER SECTION THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 1827.62 FEET ALONG THE SOUTH LINE OF SAID QUARTER SECTION, THENCE LEAVING SAID SOUTH LINE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 549.01 FEET, • THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 200.00 FEET; THENCE NORTH 00 DEGREES 40 MINUTES 57 SECONDS EAST, 35.05 FEET, • THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 105.83 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 40.00 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 364.17 FEET, • THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, 333.48 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A CENTRAL ANGLE OF 08 DEGREES 46 MINUTES 27 SECONDS AND A RADIUS OF 222.50 FEET, • THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 34.07 FEET (SAID ARC REING SUBTENDED BY A CHORD HAVING A BEARING OF SOUTH 61 DEGREES 48 MINUTES 04 SECONDS EAST AND A LENGTH OF 34.04 FEET; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, 35740 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 394.17 FEET TO THE POINT OF BEGINNING. SUBJECT TO ALL OTHER EASEMENTS AND /OR RIGHTS -OF- WAY OF LEGAL RECORD. S.E. COR.,SE 114 SEC. 11, T 17 N, R 3 E P.K. NAIL FOUND CERTIFIED TO: Nationale- Nederlanden U.S. Property and Casualty Holdings, Incorporated Hamilton Title Security, Inc. Bose, McKinney and Evans Indiana Insurance Company Ice, Miller, Donadio and Ryan Parkwood Joint Venture !I Parkwood Joint Venture I hereby certify that the attached plat represents a survey conducted in accordance with the Minimum Standard Detail Requirements for Indiana Land Title Surveys (1970) and is true and correct to the best of my knowledge and belief. I further certify that the within described real estate does not lie within the 100 year Flood Boundary as shown on Panel Number 180081 0012 C of the Floodway Boundary and Floodway Map, dated May 19, 1981. Corners were established and improvements were located as shown hereon. Certified this - SZ'eday of Novel?-),b.-r, 19,92. WOOLPERT CONSULTANTS ES1 �t' %'� T�9FO times John R. Heshelman Registered Land Surveyor, IIS0386 i S038 ! State of Indiana xo STATE OF