HomeMy Public PortalAbout1982_03_10_O009 TOWN OF LEESBURG
IN
LOUDOUN COUNTY, VIRGINIA
PRESENTED March 10, 1982
ORDINANCE NO. 82-0-9 ADOPTED March 10, 1982
AN ORDINANCE: TO PETITION THE CIRCUIt.' COURT OF LOUDOUN COUNTY, VIRGINIA, PURSUANT
TO THE PROVISIONS OF CHAPTER 25, TITLE 15.1 OF THE 1950 CODE OF VIRGINIA, AS AMENDED,
FOR THE ANNEXATION OF CERTAIN TERRITORY LYING IN LOUDOUN COUNTY, VIRGINIA, ADJACENT
TO THE SOUTHERN, EASTERN AND NORTHERN CORPORATE LIMITS OF THE TOWN OF LEESBURG,
SETTING FORTH THE NECESSITY FOR AND THE EXPEDIENCY OF SUCH ANNEXATION AND THE METES
AND BOUNDS AND SIZE OF THE AREA SOUGHT; TO SHOW ON A MAP ANNEXED TO THIS ORDINANCE
AND MADE A PART HEREOF, INFORMATION INDICATING GENERALLY, EXISTING SUBDIVISIONS,
INDUSTRIAL AREAS, FARM AREAS, VACANT AREAS AND OTHER LAND USES; TO SET FORTH THE
EFFECT OF SAID PROPOSED ANNEXATION ON SAID COUNTY AND ITS ABILITY TO ADEQUATELY SUP-
PORT THE COUNTY GOVERNMENT AND PUBLIC SCHOOLS; AND TO PRESCRIBE THE GENERAL TERMS
AND CONDITIONS UPON WHICH ANNEXATION IS SOUGHT AND PROVISIONS PLANNED FOR FUTURE
MANAGEMENT OF THE ANNEXED TERRITORY, INCLUDING PROVISIONS FOR PUBLIC UTILITIES AND
SERVICES THEREIN; AND TO AUTHORIZE THE INSTITUTING AND CONDUCTING OF THE NECESSARY
LEGAL PROCEEDINGS TO EFFECTUATE SAID ANNEXATION.
ORDAINED BY THE COUNCIL of the Town of Leesburg in Virginia as follows:
SECTION I. DECLARATION
The Council of the Town of Leesburg hereby declares that said Town desires to
annex certain territory in Loudoun County adjacent to the corporate limits of the
.Town in accordance with and pursuant to the provisions of Article 1, Chapter 25,
Title 15.1 of the Code of Virginia.
SECTION II. NECESSITY AND EXPEDIENCY
The annexation of said territory more particularly hereinafter described is
deemed by the Council of the Town of Leesburg to be both necessary and expedient
in accordance with Article 1, Chapter 25 of Title 15.1 of the Code of Virginia of
1950, as amended to-date for the following reasons:
1. The territory adjacent to the Town which is sought for annexation is now
undergoing substantial growth and development and the activities therein are ex-
panding rapidly. The social, recreational, civic, educational and religious
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interests of the inhabitants of the area sought to be annexed center primarily
within the Town. Their interests, health and welfare are commensurate with the
interests of the residents of the Town and to a large extent are dependent thereon.
2. The Town has experienced and caused and brought about a substantial
growth in population which growth has expanded into the area sought to be annexed
giving rise to demands for municipal facilities and services which demands have al-
ready been made and will continue to be made upon the Town of Leesburg by industries,
businesses and the inhabitants of the area sought to be annexed, which demands have
so far been met to a large degree by the Town in providing many of these services.
3. A portion of the area sought to be annexed is to a large degree urban in
character and unless the remainder thereof is properly coordinated and planned for
residential, industrial and commercial use, development of said area will not be
made in an orderly and efficient manner. Furthermore, substantial portions of
said area, that is those not now being furnished with municipal services by the
Town, require the furnishing of such services and the Town is the only governmental
entity in a position to reasonably do so.
4. The Town and the area sought to be annexed will form a compact and con-
tiguous urban community and the need for a coordinated and integrated program of
governmental services for the protection of said area is immediate and can only
be met by the annexation of said territory to the Town.
5. Upon the annexation of said territory, the County of Loudoun would be
relieved of the problems of governing an area urban in character together with
the expenses incidental thereto which said government was not and is not designed
to handle. The proposed annexation involves 15.35 square miles of the total area
of Loudoun County, which County has at present an area of 517 square miles and
the County therefore would be left with ample resources to carry on its govern-
ment without affecting its present tax structures or standards of services,
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especially in view of the fact that the County would continue to extend over the
said annexed areas its general County levy. The population of the proposed annexa-
tion area is estimated at 1,745 persons.
SECTION III. DESCRIPTION OF AREA TO BE ANNEXED
The metes and bounds and size of the territory sought to be annexed which
lies in Leesburg Magisterial District, Dulles Magisterial District and Catoctin
Magisterial District is described as follows:
Beginning at a point being the intersection of the west corporate limit
of the Town and the northeasterly right-of-way line of Virginia State Route #7
as shown on Sheet 4 of Virginia Department of Highways and Transportation
(VDH&T) Project 6007-053-111, PE 101, R/W 202, C-502, said point marks the
southeasterly corner of the residue of Veney as recorded in Deed Book 7G
Page 156 (all deed book and plat book references are as recorded in the Clerk's
Office for Loudoun County, Virginia); thence departing the said corporate limit
and running northwesterly along the said right-of-way (being the southerly line
of the Veney residue), 50+ feet to the southeasterly corner of the residue of
Lot 3, Leeland Heights (original plat of Leeland Heights recorded in Deed Book liD
Page 23); thence departing Veney and continuing along the said right-of-way
(being along the southwesterly line of the residue of Lots 3, 2, 1, and 4, Leeland
Heights, 643+ feet to a point in the original westerly line of Leeland Heights;
thence departing.the said right-of-way and running along the original westerly
line of Leeland Heights, N36°20'E 105+ feet to Point "C" and N22°27'E 105+ feet to
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the southwesterly corner of Parcel "A", Re,alignment & Partition of Lots 8 thru 21,
Leeland Heights as shown on a plat recorded in Deed Book 659 Page 466; thence
continuing along said Parcel "A" and the northerly residue of Leeland Heights the
following courses (as shown on plat recorded in Deed Book 659 Page 466):
N23°04'05"E 296.10 feet to a point;
N32°26'05"E 555.30 feet to a point;
and S65°16'55"E 153.80 feet to a point in the westerly line of the residue of
Riley (Deed Book 506 Page 648); thence departing said Leeland Heights and running
along the westerly line of Riley, N12°17'E 1267+ feet to the southwesterly corner of
the first Knower parcel (Deed Book 582 Page 519); thence departing Riley and
running along the first Knower parcel, N15°22'35"E 980.16 feet to a point and
N37°06'13"E 57.35 feet to the westernmost corner of a second Knower parcel (Deed
Book 548 Page 342); thence departing Knower's first parcel and running along
Knower's second parcel, N13°49'll"E 884.48 feet to a point on the southwesterly
side of Virginia State Route #698; thence continuing along Knower's second parcel
(being the southwesterly side of Route #698) the following courses:
S52°32'12"E 54.35 feet to a point;
136.50 feet along the arc of a curve to the right having a radius of
539.42 feet and a delta angle of 14029'55'' to a point;
S38°02'17"E 189.75 feet to a point;
and 77.58 feet along the arc of a curve to the left having a radius of 576.73
feet and a delta angle of 07042'24'' to a point marking the northernmost corner of
Mesko (Deed Bool~ 469 Page 628); thence departing Knower's second parcel and
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running along Mesko (being the southwesterly side of Route #698) the following
courses:
65.43 feet along the ~arc of a curve to the left having a radius of
576.73 feet to a point;
S61°58'20"E 170.61 feet to a point;
and 18.14 feet along the arc of a curve to the right having a radius of
454.45 feet to a point marking the northernmost corner of Barbour (Deed Book 760
Page 671); thence departing Mesko and running along Barbour (being the south-
westerly side of Route #698), 138.84 feet along the arc of a curve to the right
having a radius of 454.45 f~et and a delta angle of 17°30'17'' to a point and
S32°27'12"E 0.86 feet to a point marking the northernmost corner of Hetzel (Deed
Book 641 Page 573); thence departing Barbour and running along Hetzel (being the
southwesterly side of Route #698) the following courses:
S32°34'48"E 168.88 feet to a point;
S31°43'59"E 67.86 feet to a point;
and S22°30'09"E 395.00 feet to a point marking a corner of the aforementioned
first Knower parcel (Deed Book 582 Page 519); thence departing Hetzel and again
running along Knower's first parcel (being the southwesterly side of Route #698),
S17°23'25"E 56.74 feet to a point marking a corner of the aforementioned Riley
(Deed Book 506 Page 648); thence again departing Knower's first parcel and again
running ~along Riley in southeasterly direction along the southwesterly side of
Route #698, 1106+ feet to a point west of the northernmost corner of Virginia
Polytechnic Institute Educational Foundation, Inc. (Deed Book 777 Page 486) on
Route #698; thence departing Riley, crossing Route #698, and running
along a portion of Virginia Polytechnic Institute Educational
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Foundation, Inc. N49°33'08"E 278+- feet to a point; thence continuing along
Virginia Polytechnic Institute Educational Foundation, Inc. the following courses:
N61°21'56"W 88.08 feet to a point;
N25°09'19"E 838.07 feet to a point;
N24o42'40"E 1472.31 feet to a point;
S73°29'33"E 45.64 feet to a point;
N70°21'22"E 1030.54 feet to a point;
N45o07'49"E 262.51 feet to a point;
N24°09'51"]~ 424.17 feet to a point;
N01o36'27"E 63.01 feet to a point;
and S65o02'52"E 1908.21 feet to a point in the northwesterly line of O'Connor
(Will Book 4A Page 83 and Deed Book 10Y Page 345); thence departing Virginia
Polytechnic Institute Educational Foundation, Inc. and running along O'Connor,
N34°E 2230+- feet to a point and S57°E 1950+- feet to a point on the northwesterly
right-of-way line of U.S. Route #15 (Sheet 7, VDH&T Project 1853-09) 55 feet opposite
approximate centerline Station 296 + 40; thence running southwesterly along the
said right-of-way line of Route #15 the following:
160 feet to a point 55 feet opposite centerline Station 298 + 00;
100+- feet to a point 65 feet opposite centerline Station 299 + 00;
and 626.32 feet to a point 65 feet opposite centerline Station 305 + 26.32;
thence departing the said northwesterly right-of-way line ~nd crdssing U.S. Route
#15, 135 feet to a point in the southeasterly right-of-way line of U.S. Route #15
60 feet opposite"centerline Station 305 + 26.32 equals Station 10 + 00 northbound
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lane (N.B.L.) (Sheets 13, 12, 11, & 10, VDH&T Project 0015-053-104, C-501,
PE-101 and Project 0599-053-101, R/W 201); thence running northeasterly along
the southeasterly right-of-way line of the said N.B.L., 224+_ feet tn a point
80 feet opposite N.B.L. Station ]2 + 58.89; thence continuing along the
southeasterly right-of-way line of U. S. Route #15, 180+- feet to a point
55 feet opposite Ramp "A" centerline Station 11 + 30 (24 feet right of
N.B.L. centerline Station 13 + 54.40 equals Ramp "A" centerline Station 10 + 00);
thence continuing easterly and southeasterly along Ramp "A" right-of-way, 180+ feet
along the arc of a curve to the right to a point 56 feet opposite and southwest of
Ramp "A" centerline Station 13 + 72.16, said point is 80 feet opposite and southwest
of centerline Station 544 + 72.79, Route #599, southbound lane (S.B.L.); thence running
southeasterly along the southwesterly right-of-way line of Route #599 the following:
261.28 feet to a point 80 feet opposite S.B.L. centerline Station 542 + 11.51,
said point is 68 feet opposite and southwest of Ultimate (Ult.) S.B .L.
centerline Station 542 + 03.55;
210+ feet along the arc of a curve to the right to a point 141 feet opposite
N.B.L. centerline Station 539 + 65;
256+ feet to a point 245 feet opposite N.B.L. centerline Station 537 + 28;
113 feet to a point 132 feet opposite N.B.L. centerline Station 537 + 28;
228 feet to a point 132 feet opposite N.B.L. centerline Station 535 + 00;
151+ feet to a point 144 feet opposite N.B.L. centerline Station 533 + 50;
300 feet to a point 144 feet opposite N.B.L. centerline Station 530 + 50;
241+ fe?t. to a point 132 feet opposite N.B.L. centerline Station 528 + 10;
162+ feet to a point 170 feet opposite N.B.L. centerline Station 526 + 50;
252_+ feet to a point 144 feet opposite N.B.L. centerline Station 524 + 00;
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and 101+ feet to a point 158 feet opposite N.B.L. centerline Station 523 + 00;
thence departing the southwesterly right-of-way line of Route #599 and running
easterly across Route #599, 288+ feet to a point in the northerly right-.of-way
line of Bails Bluff Road, said point lies 40 feet opposite Station 21 + 00, Balls Bluff
Road; thence running along the northerly right-of-way line of Balls Bluff Road
the following:
151+_ feet to a point 25 feet opposite centerline Station 22 + 50;
200 feet to a point 25 feet opposite centerline Station 24 + 50;
and 10 feet to a point 15 feet opposite centerline Station 24 + 50, said point
also lies in the northerly line of Beus Corporation (Deed Book 781 Page 561);
thence departing the said right-of-way for Balls Bluff Road as shown on the
aforesaid VDH&T project and running along Beus Corporation the following courses:
S88°35'38"E 1912.36 feet to a point;
S72°25'58"E 252.48 feet to a point;
S62°44'52"E 276.56 feet to a point;
S74°00'41"E 398.19 feet to a point;
Nll°33'59"W 587.46 feet to a point;
and N80°57'40"E 2221.49 feet to a point on the westerly bank of the Potomac
River; thence continuing along the Beus Corporation, being the westerly bank of
the Potomac River the following courses:
S8°37'01"E 760.01 feet to a point;
S0°23'40"E 673.56 feet to a point;
S13o5(I'11"E 1106.14 feet to a point;
S20°19'12"E 338.73 feet to a point;
and S18°02'12"E 501.16 feet to a point marking the northernmost corner of
Cart (Deed Book 415 Page 623); thence departing Beus Corporation and running
along Carr, being the westerly and southwesterly bank of the Potomac River,
S24°E 429+ feet to a point and S31°30'E 191+ feet to the northernmost corner of
J.V. Dennis (Deed Book 701 Page 131); thence departing Carr and running along
J.V. Dennis, being the southwesterly bank of the Potomac River, S33°25'10"E
350.47 feet to the northwesterly corner of A.P. and E.F. Dennis (Deed Book 701
Page 125); thence departing J.V. Dennis and running along A.P. and E.F. Dennis,
being the southwesterly bank of the Potomac River the following courses:
S37°49'E 100.30 feet to a point;
S44°33"E 241.92 feet to a point;
and S47°40'E 73.32 feet to a point; thence departing the Potomac River and
continuing along A.P. and E.F. Dennis, S14°04'00"W 2574.70 feet to a point on
the southerly side of Virginia State Route #773; thence again running along
A.P. and E.F. Dennis, being the southerly side of Route #773, S80°31'00"W
7. ] 1 feet to the easternmost corner of a first Harris parcel (Deed Book 355
Page 502); thence departing Route #773 and running along the first Harris parcel,
S49°29'00"W 475.58 feet to a point marking the northeasterly corner of a second
Harris parcel (Deed Book 462 Page 181); thence departing the first Harris parcel
and running along the second Harris parcel, S1°34'W 2039.40 feet to the north-
westerly corner of Harding College, Inc. (Deed Book 550 Page 514); thence
departing Harris' second parcel and running along Harding College, Inc. the
following courses':'
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S79½°E 1521 feet to a point;
N79°E 183 feet to a,point;
and S60½°E 2740 feet to a point on the westerly side of Virginia State Route
#773; thence departing Harding College, Inc. and running southeasterly across
Route #773, 30+ feet to a point on the southeasterly side of Route #773, said
point lies in the northwesterly line of Johnson (Deed Book 424 Page 246); thence
running along Johnson, being the southeasterly side of Route #773, N38°38'40"E
71+ feet to a point and N23°33'40"E 6.87 feet to a point; thence departing Route
#773 and continuing along Johnson the following courses:
S72° 19'30"E 186.20 feet to a point;
S79°01'10"E 373.43 feet to a point;
N37°05'00"E 117.25 feet to a point;
N19°02'30"E 470.74 feet to a point;
S30°56'10"E 118.80 feet to a point;
S05°14'10"E 132.82 feet to a point;
Sl2°10'00"E 182.64 feet to a point;
S28°22'40"E 400.46 feet to a point;
S41°56'50"E 158.06 feet to a point;
S35°05'00"E 198.18 feet to a point;
S23°52'10"E 494.34 feet to a point;
and S41°04'40"W 130.48 feet to a point marking a corner of Xerox Corporation
(Deed Book 538~.Page 135); thence departing Johnson and running along Xerox
Corporation the following courses:
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S44°57'35"E 212.58 feet to a point;
N60°58'07"E 346.71 feet to a point;
and S82°25'36"E 200+_ feet to the centerline of Cattail Branch; thence running
through the Xerox Corporation and along the centerline of Cattail Branch the
following approximate courses:
STOE 700+ ~feet to a point;
S65°E 230+ feet to a point;
Sll°E 650+ feet to a point;
and S63°E 100+- feet to the line of the northwesterly bank of Goose Creek;
thence continuing through Xerox Corporation and along the northwesterly bank of
Goose Creek the following approximate courses:
S14oW 355+ feet to a point;
S44°W 1320+ feet to a point;
S31°W 1070+- feet to a point;
S52°W 240+ feet to a point;
and S66°W 915+- feet to a corner of W. J. Harper (Deed Book 13L Page 221);
thence departing Xerox Corporation and running along said Harper, being the
northwesterly bank of Goose Creek the following courses:
S70°33'W 61.38 feet to a point;
S73°36'W 238.92 feet to a point;
S81°47'W 250.80 feet to a point;
S68°54'W 322.08 feet to a point;
S63°28'W 426.36 feet to a point;
S48°54'W 419.76 feet to a point;
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S45°05'W 219.12 feet to a point;
and S17°55'W 25+ feet to a point opposite centerline westbound lane (W.B.L.)
Station 797 + 45 on the northeasterly right-of-way line of Virginia State Route #7
as shown on Sheet 18 of VDH&T Project 6007-053-108, PE-10], R/W-201, C-501, B-604;
thence running northwesterly along the said right-of-way line, 100± feet to a point
opposite center]ine W.B.L. Station 798 + 45; thence departing the said northeasterly
right-of-way line and Harper and running 430+ feet southwesterly across Route #7 to a
point opposite icenterline eastbound lane (E.B .L.) Station 797 + 00 in the southwesterly
right-of-way line of Route #7; thence running southeasterly along the southwesterly
right-of-way line of Route #7, S70°58'15"E 120+ feet to Point (2), Tract #1, Mother
Goose, Inc. (Deed Book 507 Page 447); thence departing Route #7 and running
along said Tract #1, being the westerly bank of Goose Creek, S34°16'E 164 feet
to Point #3, Tracts #1 and #2, Mother Goose, Inc. (Deed Book 507 Page 447); thence
departing said Tract #1 and running along said Tract #2, being the westerly bank
of Goose Creek the following courses:
S17°E 396 feet to a point;
S15°30'W 528.0 feet to a point;
S10°54'W 1171.9 feet to a point;
S27°W 594.0 feet to a point;
S6°W 792.0 feet to a point;
and S22°36'W 287.1 feet to the northeasterly corner of Mclntost~ (Deed Book 421
Page 40); thence departing Moth,-,' Goose, Inc. and running along McIntosh, being
the westerly bank of Goose Creek, S22°W 448.14 feet to a point and S28½°W 356.40 feet
to a corner of La, easter and Sullivan (Deed Book 534 Page 20); thence departing
McIntosh and running along Lanc~ster and Sullivan, being the westerly and north-
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.westerly bank of Goose Creek the following courses:
S39°02'17"W 104.64 feet to a point;
S56°43'51"W 100.50 feet to a point;
S56°36'16"W 110.92 feet to a point;
S67°28'13"W 146.44 feet to a point;
S75°44'41"W 200.81 feet to a point;
S73°10'42"W 200.20 feet to a point;
S78°27'53"W 225.69 feet to a point;
S54°05'39"W 157.28 feet to a point;
S46°44'52"W 98.30 feet to a point;
S39°49'09"W 275.99 feet to a point;
S66°49'48"W 214.24 feet to a point;
S82°00'14"W 203.00 feet to a point;
and S85°14'05"W 172.82 feet to a point marking a corner of the Northern
Virginia Regional Park Authority (NVRPA)(formerly Goose Creek Land Syndicate,
et al)(Deed Book 780 Page 359); thence departing Lancaster and Sullivan and running
along NVRPA, being the northwesterly bank of Goose Creek, S52°32'03"W 72.81 feet
to a point and S64°41'53"W 179.59 feet to a point in the northeasterly line of the
NVRPA (formerly VEPCO)(Deed Book 7i3 Page 246); thence departing NVRPA
(formerly Goose Creek Land Syndicate, et al) and crossing NVRPA (formerly VEPCO),
S47°53'18"W 100.00 feet to a point in the southwesterly line of NVRPA (formerly
VEPCO); thence running northwesterly along the southwesterly line of NVRPA
(formerly VEPCO) the following courses:
N42°06'42"W 460.78 feet to a point;
931.74 feet along the arc of a curve to the left having a radius of
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1847.45 feet and a delta angle of 28°53'47'' to a point;
N71°00'29"W 659.33 feet to a point;
and 812.83 feet along the arc of a curve to the right having a radius of
1935.79 feet and a delta angle of 24°03'30'' to a point within Virginia State
Route #653, said point marks a corner of VEPCO (Deed Book 492 Page 597);
thence departing NVRPA (formerly VEPCO), crossing a portion of Route #653,
and running along VEPCO, 20+ feet along the arc of a curve to the right having
a radius of 1935.79 feet to a point on the westerly side of Route #653, said point
lies in the easterly line of M.L. Donohue (Deed Book 729 Page 377); thence
departing VEPCO and running through the said Donohoe, being the northwesterly
side of Virginia State Route #653 the following courses:
S10°53'29"W 70+_ feet to a point;
S19°34'38"W 478+- feet to a point;
and S29o07'43"W 86+ feet to the easternmost corner of O'Flaherty's first parcel
(Deed Book 760 Page 555); thence departing the said Donohoe and running along
O'Flaherty's first parcel, being the northwesterly and northerly side of Route #653,
the following courses:
S53°16'30"W 130.54 feet to a point;
S48°57'30"W 387.51 feet to a point;
S55°39'30"W 327.14 feet to a point;
S37°00'40"W 302.89 feet to a point;
S35°34'40"W 261.44 feet to a point;
S42°10'00"W 179.47 feet to a point;
76.08 feet along the arc of a curve to the right having a radius of 99.75
feet and a delta angle of 43041'50'' to a point;
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S85°51'50"W 545.12 feet to a point;
and S83°55'10"W 300.21 feet to a point marking a corner of O'Flaherty's
second parcel (Deed Book 728 Page 497); thence departing O'Flaherty's first
parcel and running through O'Flaherty's second parcel along the northwesterly
and northerly side of Route #653 the following approximate courses:
S32°30'W 1050+ feet to a point;
S35°30'W 845+ feet to a point;
S56ow 61.0+ feet to a point;
S74°W 70_+ feet to a point;
and N83°W 140+ feet to the southeasterly corner of Davis (Will Book 103
Page 521); thence departing O'Flaherty and running along Davis, being the
northerly side of Route #653 the following courses:
N72°30'W 26.35 feet to a point;
N82°lS'00"W 159.32 feet to a point;
N65°51'30"W 323.83 feet to a point;
and N89°53'30"W 107.34 feet to a corner of a first Wyche parcel (Deed Book
397 Page 285); thence departing Davis and running through Wyche's first parcel,
being the northerly line of Route #653 the following approximate courses:
N71°W 65+ feet to a point;
N78°W ll0+feet to a point;
and S84°W 155+_ feet to a point in the northeasterly line of a second Wyche
parcel (Deed Book 397 Page 285); thence departing Wyche's first parcel and
running through Wyche's second parcel, being the northerly side of Virginia State
Route #653 the following approximate courses:
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S84°W 465+ feet to a point;
N83oW 90+ feet to a point;
N77°W 280+ feet to a point;
S89oW 100+ feet to a point;
and S82°W 40+ feet to a point in the northeasterly line of Pickel (Deed Book 501
Page 208); thence departing Wyche's second parcel and running through Pickel,
being the northerly and northwesterly side of Route #653 the following approximate
courses:
S82ow 40_+ feet to a point;
S68°W 140_+ feet to a point;
S58°W 260_+ feet to a point;
and S50°W 600_+ feet to a point in the easterly line of Green (Deed Book 6K
Page 68); thence departing Pickel and running through Green, being the northerly
side of Route #653, S73°W 50_+ feet to a point and SS0°W 145+ feet to a point in the
easterly line of Parsons (Deed Book 803 Page 315); thence departing Green and
running through Parsons, being the northerly side of Route #653, SS0°W 215-+ feet
to a point in the easterly line of Koski (Deed Book 720 Page 256); thence departing
Parsons and running through Koski along the northerly side of Route #653 and
across Virginia State Route #643, N79°53'21"W 50+- feet to a point on the westerly
side of Route #643; thence continuing through Koski and running along the westerly
side of Route #643 the following courses:
S03°58'48"E 119-+ feet to a point;
S28o39'47"W 100-+ feet to a point;
and S28°23'17"W 95-+ feet to a point in the northerly line of the aforementioned
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Virginia State Route #653; thence continuing again through Koski, being the
northerly side of Route #653 the following courses:
N48o52'00"W 111+ feet to a point;
N62°34'54"W 85+ feet to a point;
and N68°19'12"W 253+ feet to a point in the easterly line of Miller (Will Book 90
Page 648); thence departing Koski and running through Miller, being the northerly
side of Route #653 the following approximate courses:
N82°W 270+ feet to a point;
S80oW 220+ feet to a point;
N79oW 130+ feet to a point;
S85oW 40+ feet to a point;
S72oW 120+ feet to a point;
and N89°W 110 + feet to a point in the southerly line of Perry Winston,
successor Trustee for Carroll S. Nichols (Deed Book 408 Page 216); thence
departing Miller and running through said Winston, Trustee, being the northerly
side of Route #653, the following approximate courses:
N81¼oW 629+ feet to a point;
136+ feet along the arc of a curve to the left having a radius of
149 feet to a point;
S85-3/4°W 316+ feet to a point;
210+ feet along the arc of a curve to the right having a radius of
330 feet to a point;
- 18 -
N57½°W 209+ feet to a point;
260+ feet along the are of a curve to the left having a radius
of 330 feet to a point;
130_+ feet along the arc of a curve to the right having a radius
of 282 feet to a point;
130_+ feet along the are of a curve to the right having a radius
of 105 feet to a point~
N15oW 75+ feet to a point;
N1-3/4°W 134+ feet to a point;
and 50-+ feet along the are of a curve to the left having a radius
of 80-+ feet to a point in the southerly line of the aforementioned Miller;
thence departing Winston, Trustee and running through Miller, being
the northerly side of Route #653 the following approximate courses:
N47°W 40_+ feet to a point;
N69¼°W 1150_+ feet to a point;
and N44-3/4°W 805_+ feet to a point marking a corner of Section A,
Angelos and Urban, Tr. Joint Venture
- 19 -
(Deed Book 675 Page 766); thence departing Miller and running along the said
Joint Venture, being the northerly side of Route #653, the following courses:
N52°55'50"W 93.67 feet to a point;
N58°03'39"W 71.03 feet to a point;
N69°59'28"W 91.21 feet to a point;
N73°55'02"W 98.82 feet to a point;
N76°17'02"W 194.82 feet to a point;
N79°30'23"W 113.75 feet to a point;
and N81°27'13"W 390.64 feet to a point on the easterIy side of Virginia
State Route #621; thence departing the said Joint Venture and running across
Route #621, N89°23'13"W 40+_ feet to a point in the easterly line of Section B,
Angelos and Urban, Tr. Joint Venture (Deed Book 675 Page 766), said point
also lies in the westerly side of Route #621; thence running along the said Joint
Venture, being the westerly side of Route #621 the following courses:
S00o36'47"W 25+ feet to a point;
S04°15'37"W 262.33 feet to a point;
S09°29'28"W 124.53 feet to a point;
and Sl1°47'42"W 111.40 feet to a point; thence departing Route #621 and
continuing along the said Joint Venture the following courses:
N89°45'W 435.73 feet to a point;
N36°05'23"W 333.88 feet to a point;
N89°39;22"W 980.68 feet to a point;
- 20 -
and N54°04'27"W 2657.09 feet to a point marking a corner of Grenata
(Deed Book 692 Page 719); thence departing the said Joint Venture and running
along Grenata, N54°W 1192.13 feet to the southernmost corner of a first Boswell
parce! (Deed Book 518 Page 100); thence departing Grenata and running along
Boswell's first parcel, N53°05'00"W 520.53 feet to a point on the southeasterly
side of Virginia State Route #650; thence continuing along Boswe]l's first parcel,
being the southeasterly side of Route #650, N41°21'00"E 288.00 feet to the westernmost
corner of Boswell's second parcel (Deed Book 522 Page 696); thence departing
Boswell's first parcel and running along Boswell's second parcel, being the south-
easterly side of Route #650, N41°21'00"E 265.20 feet to a corner of
Huber (Deed Book 575 Page 791); thence departing Boswell's second parcel and
~ning through Huber, being the southeasterly and easterly side of Route #650,
N40°E 115+ feet to a point and N7°E 1245+ feet to the southwesterly corner of
DeHart (Deed Book 660 Page 478); thence departing Huber and running along
DeHart, being the easterly side of Route #650, N13°02'20"E 300.00 feet to the
southwesterly corner of Campbell (Deed Book 653 Page 239); thence departing
DeHart and running along Campbell, being the easterly side of Route #650,
N13°02'20"E 310.42 feet to a corner of Zylstra (Deed Book 745 Page 69); thence
departing Campbell and running along Zylstra, being the easterly side of
Route #650, N13°02'20"E 427.59 feet to the southwesterly corner of Peal (Deed
Book 399 Page 207); thence departing Zylstra and running along Peal, being the
easterly side of Route #650, the following courses:
N09°28'20"E 580.13 feet to a point;
147.75'feet along the arc of a curve to the right having a radius of
- 21-
1123.35 feet and a delta angle of 07°32'10" to a point;
N17°00'30"E 262.23 feet to a point;
N18°16'50"E 800.32 feet to a point;
N16°27'50"E 578.47 feet to a point;
197.67 feet along the arc of a curve to the right having a radius
of 1506.19 feet and a delta angle of 07°31'10'' to a point;
and N25°59'00"E 388.30 feet to a point on the southerly side of Virginia
State Route #654; thence departing Peal and running northerly across Route
#654 and U.S. Route #15, 220_+ feet to the southeasterly corner of Olixrer Hoffman
Corporation (Deed Book 672 Page 695) on the northwesterly side of U.S. Route #15;
thence departing U.S. Route #15 and running along the said Corporation the
following courses:
S85°38'56"W 327.81 feet to a point;
S85°37'24"W 66.88 feet to a point;
S83°44'50"W 14.56 feet to a point;
S83°25'21"W 513.95 feet to a point;
S85°32'27"W 705.11 feet to a point;
S27°04'07"W 262.68 feet to a point;
and S85°10'08"W 696.57 feet to a point;
thence running through a portion of the said Corporation, S78°W 150_+ feet to a
point in the southerly line of the said Corporation; thence again running along the said
Corporation, S85°10'08"W 1018.73 feet to a point and S87°00'59"W 354.49 feet to
a point; thence again running through a portion of the said Corporation, S72°30'W
85+ feet to a point in the southerly line of the said Corporation; thence running
again along the said Corporation the following courses:
- 22 -
N60°24'30"W 765.78 feet to a point;
N49°04'27"W 86.92 feet to a point;
N16°06'51"E 771.59 feet to a point;
N20°35'34"E 684.91 feet to a point;
and N28°15'41"E 805.25 feet to the westernmost corner of Kenney (Deed Book 513
Page 568); thence departing the said Corporation and running along Kenney,
N28°15'41"E 297.35 feet to a corner of the aforementioned Oliver Hoffman Corporation
(Deed Book 672 Page 695); thence departing Kenney and running along the said
Corporation, N28°15'41"E 2460.62 feet to a point and N13°01'18"W 115.50 feet to the
westernmost corner of Hoven (Deed Book 609 Page 675); thence departing Hoffman
and running along Hoven, N34°17'58"E 53+ feet to the southernmost corner of
Parcel 1, Bethea Division (Deed Book 692 Page 445); thence departing Hoven and
running along said Parcel 1, N74°47'10"W 682.95 feet to a point marking the southern-
most corner of a 5.0 acre parcel of Stock (Deed Book 615 Page 308); thence departing
Bethea Division and running along the said 5.0 acre Stock parcel, N74°47'10"W 146.27 feel
to a point marking the southernmost corner of a 20 acre Stock parcel (Deed Book 494
Page 354); thence departing the said 5.0 acre Stock parcel and running along the
said 20 acre Stock parcel, N74°47'10"W 287.78 feet to a point and N12°32'20"E 1858.12
feet to a point on the westerly side of Virginia State Route #769; thence departing
Stock and running northerly across Route #769 90+ feet to a point on the northerly
side of Route #769, said point marks a corner of the Cook Division (Deed Book 669
Page 303); thence departing Route #769 and running along the Cook Division the
following courses:
- 23 -
N14°35'48"E 1274.86 feet to a point;
S56°58'53"E 170.69 feet to a point;
N43°24'21"E 440.57 feet to a point;
and N30°44'55"E 540.71 feet to a point on the southwesterly side of Virginia
State Route #699; thence continuing along the Cook Division, being the southwesterly
side of Route #699, S69°21'11"E 523.41 feet to a point and 148.31 feet along the arc
of a curve to the left having a radius of 1975.45 feet and a delta angle of 04018'05''
to the northwesterly corner of Robinson (Deed Book 9M Page 457); thence departing
the Cook Division and running along Robinson and across the aforementioned Route
#769, being the southwesterly side of Route #699, S63°15'W 165+ feet to a point on
the easterly side of Route #769, said point lies in the westerly line of Myers (Deed
Book 463 Page 524); thence running along Myers, being the easterly side of Route
#699 the following courses:
N17°51'00"E 20E feet to a point;
N19°35'00"E 97.17 feet to a point;
39.15 feet along the arc of a curve to the right having a radius of 65.00 feet
to a point;
and N54°05'20"E 44.82 feet to a point; thence departing Myers and running
northerly across Route #699, 30_+ feet to the westernmost corner of Buntrock (Deed
Book 484 Page 95) on the northerly side of Virginia State Route #699; thence
departing Route #699 and running along Buntrock, N35°22'00"E 244.06 feet to a
point in the southwesterly line of the aforementioned Northern Virginia Regional
Park Authority (NVRPA)(formerly VEPCO)(Deed Book 713 Page 246); thence running
along the southwesterly line of the said NVRPA the following courses:
- 24 -
S62°31'21"E 48+ feet to a point;
S27°28'39"W 10.00 feet to a point;
S62°31'21"E 300.00 feet to a point;
N27°28'39"E 10.00 feet to a point;
S62°31'21"E 92.58 feet to a point;
and 621.91 feet along the arc of a curve to the left having a radius of 1452.68
feet and a delta angle of 24031'44'' to a point in the westerly right-of-way line of
Virginia State Route #7 as shown on Sheet 5 of VDH&T Project 6007-053-111, PE-101,
R/W-202, C-502; thence departing the said NVRPA and running across a portion of
said Route #7, 13+ feet along the arc of a curve to the left having a radius of 1575.00
feet to a point in the existing west Corporate Limit of the Town of Leesburg as
established by the 1957 annexation (Deed Book 384, Page 454); thence running along
the said Corporate Limits of the Town of Leesburg the following courses:
S25o22'54"W 1200+ feet to a point;
S73°16'42"E '1960.80 feet to a point;
S73°08'57"E 3053.69 feet to a point;
455.76 feet along the arc of a curve to the left having a radius of 1487.39
feet and a delta angle of 17033'23'' to a point;
S36°48'10"W 201.75 feet to a point;
S81°53'30"E 7406.90 feet to a point;
N7°18'32"W 1551.17 feet to a point;
N40°28'29"E 1254.37 feet to a point;
S54°08"j6"E 885.52 feet to a point;
N34°51'51"E 1397.44 feet to a point;
- 25 -
N19°03'32"W 637.27 feet to a point;
N71°12'08"E 920.05 feet to a point;
and N13°04'20"W 102.57 feet to a corner of the Corporate Limits as established
by the January 1, 1982 annexation (Deed Book 778 Page 57); thence departing the
1957 Corporate Limits and running along the 1982 Corporate Limits the following
courses:
S66°22'41"E 40.56 feet to a point;
622.62 feet along the arc of a curve to the left having a radius of 2796.79
feet to a point;
N07°23'56"E 143.18 feet to a point;
N08°27'56"E 143.18 feet to a point;
420.17 feet along the arc of a curve to the left having a radius of
2796.79 feet to a point;
N08°09'34"W 138.52 feet to a point;
640.88 feet along the arc of a curve to the left having a radius of
2796.79 feet to a point;
N19°16'56"W 5059.78 feet to a point;
N21°40'02"W 475.46 feet to a point;
N52°48'38"W 49.04 feet to a point;
S89o48'13"W 175.62 feet to a point;
S85°14'36"W 325.00 feet to a point;
N04o47'56"W 9.88 feet to a point;
S85o07'0'0"W 752.90 feet to a point;
S65°54'29"W 1884.31 feet to a point;
- 26 -
S36°53'39"W 2382.13 feet to a point;
148.73 feet along the arc of a curve to the left having a radius of
1854.86 feet to a point;
S24°54'24"W 97.36 feet to a point;
96.60 feet along the arc of a curve to the left having a radius of 1844.86
feet to a point;
S30°41'35"W 97.36 feet to a point;
98.39 feet along the arc of a curve to the left having a radius of
1854.86 feet to a point;
S20°15'38"W 70.20 feet to a point;
S74°30'35"E 535.72 feet to a point;
S86°58'41"E 77.21 feet to a point;
N75o29'16"]{ 139.01 feet to a point;
N66°05'19"E 100.01 feet to a point;
N54°23'23"E 818.73 feet to a point;
N41°08'25"E 315.05 feet to a point;
N22o56'13"E 255.80 feet to a point;
N02°29'56"W 294.20 feet to a point;
N87°14'45"E 354.76 feet to a point;
N87°33'15"E 306.02 feet to a point;
S88°42'42"E 151.01 feet to a point;
S02°52'24"E 346.05 feet to a point;
and S01°49'~i"w 1429.93 feet to a point in the northerly Corporate Limits as
established by the 1957 annexation; thence running along the Corporate Limits as
27-
established by the 1957 annexation the following courses:
N89°37'32"W 1698.68 feet to a point;
N18°52'23"E 270.07 feet to a point;
N73°54'25"W 1111.16 feet to a point;
N19°24'07"E 31.67 feet to a point;
NT0°50'04"W 478.80 feet to a point;
N38°04'50"W 223.80 feet to a point;
N14°48'll"W 53.46 feet to a point;
N70°53'28"W 937.15 feet to a point;
S19°03'20"W 78.23 feet to a point;
N53°49'08"W 128.77 feet to a point;
N65°45'29"W 1239.50 feet to a point;
S16°18'11"W 29.92 feet to a point;
N65°39'36"W 653.43 feet to a point;
S17°28'42"W 1011.94 feet to a point;
N71°08'04"W 1041.32 feet to a point;
N34°16'31"E 132.00 feet to a point;
N71°ll'46"W 880.19 feet to a point;
and S5°45'14"W 1384.18 feet to the point of beginning, containing
acres or approximately 15.35+ square miles by planimeter measure.
9,825±
- 28 -
SECTION IV. MAP ATTACHMENT
Attached hereto and made a part of this Ordinance is a map showing the
existing corporate limits of the Town of Leesburg and the part of Loudoun County
sought to be annexed by the said Town, indicating generally the various land
usage of the areas in said territory. As to the possible future uses of said
property within the area sought to be annexed, the Town of Leesburg alleges
that it has a well-organized local planning and zoning program so as to insure
the orderly and efficient development of the present Town and the future uses
of the property within the area sought to be annexed will be coordinated with
the overall planning for the Town keeping in mind the best interest of the Town,
the area sought to be annexed and the remaining portion of Loudoun County.
SECTION V. GENERAL STATEMENT OF TERMS AND CONDITIONS UPON WHICH ANNEXATION
IS SOUGHT AND PROVISIONS PLANNED FOR FUTURE MANAGEMENT OF THE
TERRITORY
1. The Town of Leesburg is advised that there is no existing indebtedness
of Loudoun County of which it would be required to assume a proportionate part,
nor any public improvements of Loudoun County within the area sought to be annexed
for which the Town should reimburse the County. However, should any such debts
or obligations exist, the Town of Leesburg will to the extent required by law,
assume a just proportion of such debt and reimburse the County for any such public
improvements as provided for in the 1950 Code of Virginia, as amended.
2. The Town of Leesburg will proceed, with all reasonable dispatch, to make
provisions for the future improvements now planned for the territory sought to be
annexed including provisions for public utilities and other municipal services
therein.
3. The Town, upon effective date of annexation, will provide the territory
sought to be annexed with the same qualitative municipal services and facilities
- 29 -
presently provided by the Town for its inhabitants which are described below
in this Ordinance.
4. The Town will incorporate in its long-range programs for capital im-
provements such projects for extending public utilities, public safety, garbage
and trash collection and disposal, streets and street lighting, police protec-
tion, fire protection and other municipal services into the territory sought
to be annexed as are necessary to provide for the needs of the area.
5. The Town, upon the effective date of annexation, will discontinue any
surcharges required to be paid by residents of the territory to be annexed for
using facilities provided by the Town and will equalize and make rates charged
for utility service uniform throughout the Town and the territory sought to be
annexed.
6. The Town will give preferred and intensive attention to the preparation
and adoption of a master plan for the development of the territory sought to be
annexed, particularly the vacant, rural and undeveloped lands for the orderly,
practical and economic use of the land area for residential, commercial and indus-
trial purposes and the preparation and adoption of a comprehensive zoning ordinance
regulating such uses of the land; and will plan and extend its programs and munici-
pal services and facilities for capital public improvements to encourage urbaniza-
tion and residential, commercial and industrial development in the County area
sought to be annexed.
7. The Town of Leesburg is amply able to assume and discharge the responsi-
bilities of government in the area sought to be annexed and to furnish the govern-
mental services and facilities needed therein.
- 30 -
SECTION VI. PROCEEDINGS FOR ANNEXATION
That the Town Manager and Town Attorney are authorized and directed to
institute and prosecute, as soon as practicable, in the name of the Town of
Leesburg any and all legal proceedings required to annex the territory de-
scribed herein to the Town of Leesburg in accordance with a decree or judgment
of a Court of competent jurisdiction and in that regard, to give the requisite
notice to the Commission on Local Government in accordance with Chapter 19.1
of Title 15.1 of the Code of Virginia of 1950. The Town Manager and Town Attor-
ney are hereby authorized to employ such special, legal, technical, expert and
other assistants as, in their discretion, are necessary to perform the duties
enjoined upon them.
SECTION VII. EFFECTIVE DATE OF ORDINANCE
This Ordinance shall be in force and effect this 10th day of
March , 1982.
Approved this 10th day of March , 1982.
ATTEST:
G. Dewey H~i~, ~.~ayor
Town of ~esburg