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<br />AN ORDINANCE TO EXTEND THE CORPORATE LIMITS OF THE CITY OF CHARLOTTESVILLE,
<br />IN ACCORDANCE WITH AND PURSUANT TO THE PROVISIONS OF ARTICLE 1, CHAPTER 8
<br />OF TITLE 15 OF THE CODE OF VIRGINIA, 1950, AS AMENDED, AND PETITIONING THE
<br />CIRCUIT COURT OF ALBEMARLE COUNTY FOR THE ANNEXATION OF TERRITORY, ADJOINING
<br />SAID CITY, FROM THE COUNTY OF ALBEMARLE.
<br />BE IT ORDAINED BY THE COUNCIL FOR THE CITY OF CHARLOTTESVILLE, VIRGINIA:
<br />THAT THE CITY OF CHARLOTTESVILLE, VIRGINIA, HEREBY DECLARES THAT IT IS NECESSARY AND EXPEDIENT TO ANNEX
<br />IN ACCORDANCE WITH AND PURSUANT TO THE PROVISIONS OF ARTICLE 1, CHAPTER 8 OF TITLE 15 OF THE CODE OF VIRGINIA
<br />1950, AS AMENDED, CERTAIN TERRITORY SITUATED IN AND FORMING A PART OF ALBEMARLE COUNTY, VIRGINIA, WHICH
<br />TERRITORY IS ADJACENT TO THE PRESENT CORPORATE LIMITS OF THE CITY OF CHARLOTTESVILLE AND IS DESCRIBED BY
<br />METES AND BOUNDS AS FOLLOWS:
<br />BEGINNING AT A STEEL SPIKE SET IN THE CENTER LINE OF STATE ROUTE 743 (SOMETIMES KNOWN AS HYDRAULIC
<br />ROAD) THIS POINT BEING THE NORTHWESTERN CORNER OF THE SPERRY PIEDMONT CORPORATION PROPERTY. THENCE ALONG
<br />THE NORTHERN BOUNDARY OF SPERRY PIEDMONT CORPORATION PROPERTY NORTH 48 DEGREES, 09 MINUTES EAST, 1,411.70
<br />FEET TO A CONCRETE MONUMENT IN THE NORTHERN BOUNDARY OF THE SPERRY PIEDMONT CORPORATION PROPERTY. THENCE
<br />NORTH 58 DEGREES, 12 MINUTES EAST, 723.89 FEET TO A CONCRETE MONUMENT IN THE NORTHERN BOUNDARY OF THE SPERRY
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<br />PIEDMONT CORPORATION PROPERTY. THENCE NORTH 50 DEGREES, 32 MINUTES EAST, 47.69 FEET TO A CONCRETE MONUMENT
<br />WHICH IS THE NORTHWESTERN CORNER OF THE UNITED STATES INSTRUMENT COMPANY PROPERTY. THENCE ALONG NORTHERN
<br />BOUNDARY OF THE UNITED STATESINSTRUMENT COMPANY PROPERTY NORTH 42 DEGREES, 38 MINUTES EAST, 872.32 FEET TO
<br />AN IRON PIN WHICH IS THE NORTHEASTERN CORNER OF THE UNITED STATES INSTRUMENT COMPANY PROPERTY. THENCE SOUTH
<br />cv 46 DEGREES, ONE MINUTE EAST, 11386.84 FEET TO AN IRON PIN IN THE NORTHERN MARGIN OF U. S. ROUTE 29. THENCE
<br />DIAGONALLY ACROSS U. S. ROUTE 29, SOUTH 6 DEGREES, 25 MINUTES WEST, 312.12 FEET TO AN IRON PIN IN THE SOUTHERN
<br />MARGIN OF U. S. ROUTE 29. THENCE SOUTH 50 DEGREES, 45 MINUTES EAST, 11360.15 FEET TO AN IRON PIN. THENCE
<br />SOUTH 25 DEGREES 3 MINUTES EAST, 188.77 FEET TO AN IRON PIN ON THE SOUTHERN MARGIN OF MEADOWCREEK. THENCE
<br />SOUTH 10 DEGREES, 20 MINUTES EAST, 311.28 FEET TO A MONUMENT. THENCE NORTH 88 DEGREES, 0 MINUTES EAST, 208.15
<br />FEET TO A MONUMENT. THENCE SOUTH 73 DEGREES, 53 MINUTES EAST, 299.06 FEET. THENCE SOUTH 50 DEGREES 21 MINUTES
<br />EAST, 285.61 FEET TO A MONUMENT. THENCE SOUTH 47 DEGREES, 10 MINUTES EAST, 177.76 FEET TO AN IRON PIN WHICH IS
<br />THE NORTHEASTERN CORNER OF LOT 3, BLOCK 2, SECTION I, GREENBRIER SUBDIVISION. THENCE WITH THE REAR OF LOT 3
<br />SOUTH 37 DEGREES, 2 MINUTES EAST, 163.48 FEET TO AN IRON PIN AT THE CORNER BETWEEN LOTS 2 AND 3. THENCE SOUTH
<br />47 DEGREES, 49 MINUTES EAST, 151.16 FEET TO AN IRON PIN AT THE CORNER BETWEEN LOTS 1 AND 2. THENCE SOUTH 67
<br />DEGREES, 59 MINUTES EAST, 164.79 FEET TO AN IRON PIN. THENCE SOUTH 88 DEGREES, 20 MINUTES EAST, 173.84 FEET TO
<br />AN IRON PIN. THENCE SOUTH 48 DEGREES, 47 MINUTES EAST, 130.97 FEET TO AN IRON PIN ON THE NORTHERN SIDE OF
<br />GREENBRIER DRIVE. THENCE NORTH 34 DEGREES, 46 MINUTES 30 SECONDS EAST, 11011.12 FEET ALONG THE BOUNDARY BETWEEN
<br />THE PROPERTY OF C. E. HERNDON AND THE GREENBRIER CORPORATION TO AN IRON PIN. THENCE ALONG THE NORTHERN BOUNDARY
<br />CONTINUING ALONG RIO ROAD SOUTH 31 DEGREES, 58 MINUTES 30 SECONDS EAST, 490.88 FEET TO A MONUMENT IN THE EASTERN
<br />MARGIN OF THE SOUTHERN RAILWAY COMPANY RIGHT-OF-WAY. THENCE WITH THE EASTERN MARGIN OF THE SOUTHERN RAILWAY
<br />COMPANY RIGHT-OF-WAY SOUTH 29 DEGREES, 21 MINUTES 30 SECONDS WEST, 1,348.07 FEET TO A MONUMENT. THENCE SOUTH
<br />60 DEGREES, 38 MINUTES 30 SECONDS EAST, 53.50 FEET TO A MONUMENT. THENCE SOUTH 29 DEGREES, 21 MINUTES 30 SECONDS
<br />WEST, 1,487.55 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING AN INTERSECTION AND ANGLE OF 11
<br />DEGREES, 57 MINUTES 30 SECONDS, AND A RADIUS OF 51829.6 FEET AND AN ARC LENGTH OF 11216.71 FEET TO THE POINT
<br />OF TANGENCY. THENCE SOUTH 41 DEGREES, 19 MINUTES WEST, 11042.98 FEET TO A MONUMENT IN THE EASTERN MARGIN OF
<br />THE SOUTHERN RAILWAY COMPANY RIGHT-OF-WAY. THENCE WITH A CURVE TO THE RIGHT HAVING AN INTERSECTION ANGLE OF
<br />• 10 DEGREES, 38 MINUTES, A RADIUS OF 772.51 FEET AND AN ARC LENGTH OF 143.37 FEET TO THE POINT OF TANGENCY.
<br />THENCE SOUTH 18 DEGREES, 49 MINUTES EAST, 206.5 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING
<br />AN INTERSECTION ANGLE OF 25 DEGREES, 58 MINUTES, A RADIUS OF 365.61 FEET AND AN ARC LENGTH OF 165.7 FEET TO
<br />THE POINT OF COMPOUND CURVATURE OF A CURVE TO THE RIGHT HAVING AN INTERSECTION ANGLE OF 38 DEGREES, 37 MINUTES,
<br />OF THE GREENBRIER
<br />CORPORATION
<br />PROPERTY NORTH
<br />85 DEGREES,
<br />10 MINUTES EAST,
<br />1,972.33 FEET TO AN
<br />IRON PIN ON THE
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<br />WESTERN MARGIN OF
<br />RIO ROAD.
<br />THENCE ALONG
<br />THE
<br />WESTERN MARGIN
<br />OF R10 ROAD SOUTH 17 DEGREES, 32
<br />MINUTES EAST,
<br />122.44 FEET TO AN
<br />IRON PIN.
<br />THENCE SOUTH
<br />19
<br />DEGREES, 6
<br />MINUTES EAST, 113
<br />FEET TO AN IRON PIN.
<br />THENCE SOUTH
<br />24 DEGREES, 33 MINUTES EAST,
<br />237.72 FEET
<br />TO AN
<br />IRON PIN.
<br />THENCE SOUTH 30
<br />DEGREES, 20 MINUTES
<br />EAST, 311.34 FEET
<br />TO AN IRON PIN AT
<br />THE SOUTHEASTERN CORNER
<br />OF
<br />LOT #57, BLOCK
<br />5, SECTION IV,
<br />GREENBRIER SUBDIVISION. THENCE
<br />CONTINUING ALONG RIO ROAD SOUTH 31 DEGREES, 58 MINUTES 30 SECONDS EAST, 490.88 FEET TO A MONUMENT IN THE EASTERN
<br />MARGIN OF THE SOUTHERN RAILWAY COMPANY RIGHT-OF-WAY. THENCE WITH THE EASTERN MARGIN OF THE SOUTHERN RAILWAY
<br />COMPANY RIGHT-OF-WAY SOUTH 29 DEGREES, 21 MINUTES 30 SECONDS WEST, 1,348.07 FEET TO A MONUMENT. THENCE SOUTH
<br />60 DEGREES, 38 MINUTES 30 SECONDS EAST, 53.50 FEET TO A MONUMENT. THENCE SOUTH 29 DEGREES, 21 MINUTES 30 SECONDS
<br />WEST, 1,487.55 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING AN INTERSECTION AND ANGLE OF 11
<br />DEGREES, 57 MINUTES 30 SECONDS, AND A RADIUS OF 51829.6 FEET AND AN ARC LENGTH OF 11216.71 FEET TO THE POINT
<br />OF TANGENCY. THENCE SOUTH 41 DEGREES, 19 MINUTES WEST, 11042.98 FEET TO A MONUMENT IN THE EASTERN MARGIN OF
<br />THE SOUTHERN RAILWAY COMPANY RIGHT-OF-WAY. THENCE WITH A CURVE TO THE RIGHT HAVING AN INTERSECTION ANGLE OF
<br />• 10 DEGREES, 38 MINUTES, A RADIUS OF 772.51 FEET AND AN ARC LENGTH OF 143.37 FEET TO THE POINT OF TANGENCY.
<br />THENCE SOUTH 18 DEGREES, 49 MINUTES EAST, 206.5 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING
<br />AN INTERSECTION ANGLE OF 25 DEGREES, 58 MINUTES, A RADIUS OF 365.61 FEET AND AN ARC LENGTH OF 165.7 FEET TO
<br />THE POINT OF COMPOUND CURVATURE OF A CURVE TO THE RIGHT HAVING AN INTERSECTION ANGLE OF 38 DEGREES, 37 MINUTES,
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