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<br /> AN ORDINANCE TO EXTEND THE CORPORATE LIMITS OF THE CITY OF CHARLOTTESVILLE, IN <br /> <br /> ACCORDANCE WITH AND PURSUANT TO THE PROVISIONS OF ARTICLE 1, CHAPTER 8 OF TITLE <br /> <br /> 15 OF THE CODE OF VIRGINIA, 1950, AS AMENDED, AND PETITIONING THE CIRCUIT COURT OF <br /> <br />ALBEMARLE COUNTY FOR THE ANNEXATION OF TERRITORY, ADJOINING SAID CITY, FROM THE COUNTY OF ALBEMARLE. <br /> <br /> BE IT ORDAINED BY THE COUNCIL FOR THE CITY OF CHARLOTTESVILLE, VIRGINIA: <br /> <br /> THAT THE CITY OF CHARLOTTESVILLE, VIRGINIA, HEREBY DECLARES THAT IT IS NECESSARY <br /> <br />AND EXPEDIENT TO ANNEX IN ACCORDANCE WITH AND PURSUANT TO THE PROVISIONS OF ARTICLE <br /> <br /> 1, CHAPTER 8 OF TITLE 15 OF THE CODE OF VIRGINIA 1950, AS AMENDED, CERTAIN TERRITORY SITUATED <br /> <br /> IN AND FORMING A PART OF ALBEMARLE COUNTY, VIRGINIA, WHICH TERRITORY IS ADJACENT TO THE <br /> <br /> PRESENT CORPORATE LIMITS OF THE CITY OF CHARLOTTESVILLE AND IS DESCRIBED BY METES AND <br /> BOUNDS AS FOLLOWS: <br /> <br /> BEGINNING AT A STEEL SPIKE SET IN THE CENTER LINE OF STATE ROUTE 743 (SOMETIMES KNOWN <br /> <br /> AS HYDRAULIC ROAD) THIS POINT BEING THE NORTHWESTERN CORNER OF THE SPERRY PIEDMONT <br /> <br />CORPORATION PROPERTY. THENCE ALONG THE NORTHERN BOUNDARY OF SPERRY PIEDMONT CORPORATION <br /> <br /> PROPERTY NORTH 48 DEGREES, 09 MINUTES EAST, 1,411.70 FEET TO A CONCRETE MONUMENT IN THE <br /> <br />NORTHERN BOUNDARY OF THE SPERRY PIEDMONT CORPORATION PROPERTY. THENCE NORTH 58 DEGREES, <br /> <br /> 12 MINUTES EAST, 723.89 FEET TO A CONCRETE MONUMENT IN THE NORTHERN BOUNDARY OF THE SPERRY <br /> <br /> PIEDMONT CORPORATION PROPERTY. THENCE NORTH 50 DEGREES, 32 MINUTES EAST, 47.69 FEET TO A <br /> <br />CONCRETE MONUMENT WHICH IS THE NORTHWESTERN CORNER OF THE UNITED STATES INSTRUMENT <br /> <br />COMPANY PROPERTY. THENCE ALONG NORTHERN BOUNDARY OF THE UNITED STATES INSTRUMENT <br /> <br />COMPANY PROPERTY NORTH 42 DEGREES, 38 MINUTES EAST, 872.32 FEET TO AN IRON PIN WHICH IS <br /> <br />THE NORTHEASTERN CORNER OF THE UNITED STATES INSTRUMENT COMPANY PROPERTY. THENCE <br /> <br />SOUTH 46 DEGREES, ONE MINUTE EAST, 1,386.84 FEET TO AN IRON PIN IN THE NORTHERN MARGIN OF <br /> <br /> U. S. ROUTE 29. THENCE DIAGONALLY ACROSS U. S. ROUTE 29, SOUTH 6 DEGREES, 25 MINUTES WEST, <br /> <br />312.12 FEET TO AN IRON PIN IN THE SOUTHERN MARGIN OF U. S. ROUTE 29. THENCE SOUTH 50 DEGREES, <br /> <br /> 45 MINUTES EAST, 1,360.15 FEET TO AN IRON PIN. THENCE SOUTH 25 DEGREES 3 MINUTES EAST, 188.77 <br /> <br />FEET TO AN IRON PIN ON THE SOUTHERN MARGIN OF MEADOWCREEK. THENCE SOUTH 10 DEGREES, 20 <br /> <br />MINUTES EAST, 311.28 FEET TO A MONUMENT. THENCE NORTH 88 DEGREES, 0 MINUTES EAST, 208.15 FEET <br /> <br />TO A MONUMENT. THENCE SOUTH 73 DEGREES, 53 MINUTES EAST, 299.06 FEET. THENCE SOUTH 50 DEGREES <br /> <br />21 MINUTES EAST, 285.61 FEET TO A MONUMENT. THENCE SOUTH 47 DEGREES, 10 MINUTES EAST, 177.76 FEET <br /> <br />TO AN IRON PIN WHICH IS THE NORTHEASTERN CORNER OF LOT 3, BLOCK 2, SECTION I, GREENBRIER SUBDIVISION. <br /> <br />THENCE WITH THE REAR OF LOT 3 SOUTH 37 DEGREES, 2 MINUTES EAST, 163.48 FEET TO AN IRON PIN AT THE CORNER <br /> <br />BETWEEN LOTS 2 AND 3. THENCE SOUTH 47 DEGREES, 49 MINUTES EAST, 151.16 FEET TO AN IRON PIN AT THE <br /> CORNER BETWEEN LOTS 1 AND 2. THENCE SOUTH 67 DEGREES, 59 MINUTES EAST, 164.79 FEET TO AN IRON PIN. <br /> <br />THENCE SOUTH 88 DEGREES, 20 MINUTES EAST, 173.84 FEET TO AN IRON PIN. THENCE SOUTH 48 DEGREES, 47 <br /> <br /> MINUTES EAST, 130.97 FEET TO AN IRON PIN ON THE NORTHERN SIDE OF GREENBRIER DRIVE. THENCE NORTH <br /> <br /> 34 DEGREES, 46 MINUTES 30 SECONDS EAST, 1,011.12 FEET ALONG THE BOUNDARY BETWEEN THE PROPERTY <br /> <br /> OF C. E. HERNDON AND THE GREENBRIER CORPORATION TO AN IRON PIN. THENCE ALONG THE NORTHERN <br /> <br /> BOUNDARY CONTINUING ALONG RIO ROAD SOUTH 31 DEGREES, 58 MINUTES 30 SECONDS EAST, 490.88 FEET <br /> <br />TO A MONUMENT IN THE EASTERN MARGIN OF THE SOUTHERN RAILWAY COMPANY RIGHT-OF-WAY. THENCE WITH <br /> <br /> THE EASTERN MARGIN OF THE SOUTHERN RAILWAY COMPANY RIGHT-OF-WAY SOUTH 29 DEGREES, 21 MINUTES <br /> <br /> 30 SECONDS WEST, 1,348.07 FEET TO A MONUMENT. THENCE SOUTH 60 DEGREES, 38 MINUTES 30 SECONDS EAST, <br /> <br /> 53.50 FEET TO A MONUMENT. THENCE SOUTH 29 DEGREES, 21 MINUTES 30 SECONDS WEST, 1,487.55 FEET TO THE <br /> <br />POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING AN INTERSECTION ANGLE OF 11 DEGREES, 57 MINUTES <br /> <br />30 SECONDS, AND A RADIUS OF 5,182.96 FEET AND AN ARC LENGTH OF 1,216.71 FEET TO THE POINT OF TANGENCY. <br /> <br />THENCE SOUTH 41 DEGREES, 19 MINUTES WEST, 1,042.98 FEET TO A MONUMENT IN THE EASTERN MARGIN OF THE <br /> <br />SOUTHERN RAILWAY COMPANY RIGHT-OF-WAY. THENCE WITH A CURVE TO THE RIGHT HAVING AN INTERSECTION <br /> <br />ANGLE OF 10 DEGREES, 38 MINUTES, A RADIUS OF 772.51 FEET AND AN ARC LENGTH OF 143.37 FEET TO THE POINT <br /> <br /> OF TANGENCY. THENCE SOUTH 18 DEGREES, 49 MINUTES EAST, 206.5 FEET TO THE POINT OF CURVATURE OF A <br /> <br />CURVE TO THE RIGHT HAVING AN INTERSECTION ANGLE OF 25 DEGREES, 58 MINUTES, A RADIUS OF 365.61 FEET <br /> <br /> AND AN ARC LENGTH OF 165.7 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE TO THE RIGHT HAVING <br /> <br /> AN INTERSECTION ANGLE OF 38 DEGREES, 37 MINUTES, OF THE GREENBRIER CORPORATION PROPERTY NORTH 85 <br /> <br /> DEGREES, 10 MINUTES EAST, 1,972.33 FEET TO AN IRON PIN ON THE WESTERN MARGIN OF RIO ROAD. THENCE ALONG <br /> <br />THE WESTERN MARGIN OF RIO ROAD SOUTH 17 DEGREES, 32 MINUTES EAST, 122.44 FEET TO AN IRON PIN. THENCE <br /> <br />SOUTH 19 DEGREES, 6 MINUTES EAST, 113 FEET TO AN IRON PIN. THENCE SOUTH 24 DEGREES, 33 MINUTES EAST, <br /> <br />237.72 FEET TO AN IRON PIN. THENCE SOUTH 30 DEGREES, 20 MINUTES EAST, 311.34 FEET TO AN IRON PIN AT THE <br /> <br />SOUTHEASTERN CORNER OF LOT #57, BLOCK 5, SECTION IV, GREENBRIER SUBDIVISION. THENCE CONTINUING ALONG <br /> <br /> RIO ROAD SOUTH 31 DEGREES, 58 MINUTES 30 SECONDS EAST, 490.88 FEET TO A MONUMENT IN THE EASTERN MARGIN <br /> <br /> OF THE SOUTHERN RAILWAY COMPANY RIGHT-OF-WAY. THENCE WITH THE EASTERN MARGIN OF THE SOUTHERN RAILWAY <br /> <br /> COMPANY RIGHT-OF-WAY SOUTH 29 DEGREES, 21 MINUTES 30 SECONDS WEST, 1,348.07 FEET TO A MONUMENT. <br /> <br />THENCE SOUTH 60 DEGREES, 38 MINUTES 30 SECONDS EAST, 53.50 FEET TO A MONUMENT. THENCE SOUTH 29 <br /> <br />DEGREES, 21 MINUTES 30 SECONDS WEST, 1,487.55 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT <br /> <br /> HAVING AN INTERSECTION ANGLE OF 11 DEGREES, 57 MINUTES 30 SECONDS, AND A RADIUS OF 5,182.96 FEET AND <br /> <br /> AN ARC LENGTH OF 1,216.71 FEET TO THE POINT OF TANGENCY. THENCE SOUTH 41 DEGREES, 19 MINUTES WEST, <br /> <br /> 1,042.98 FEET TO A MONUMENT IN THE EASTERN MARGIN OF THE SOUTHERN RAILWAY COMPANY RIGHT-OF-WAY. <br /> <br />THENCE WITH A CURVE TO THE RIGHT HAVING AN INTERSECTION ANGLE OF 10 DEGREES, 38 MINUTES, A RADIUS OF <br /> <br /> 772.51 FEET AND AN ARC LENGTH OF 143.37 FEET TO THE POINT OF TANGENCY. THENCE SOUTH 18 DEGREES, 49 <br /> <br />MINUTES EAST, 206.5 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING AN INTERSECTION <br /> <br />ANGLE OF 25 DEGREES, 58 MINUTES, A RADIUS OF 365.61 FEET AND AN ARC LENGTH OF 165.7 FEET TO THE POINT <br /> <br />OF COMPOUND CURVATURE OF A CURVE TO THE RIGHT HAVING AN INTERSECTION ANGLE OF 38 DEGREES, 37 MINUTES. <br /> <br />