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resolution 14-2024-exhibit b annexation legal description

Other September 5, 2024 · 3 page(s)

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Lane Engineering, LLC
Established 1986
Civil Engineers • Land Planning • Land Surveyors
15 Washington Street 117 Bay Street 354 Pennsylvania Avenue
Cambridge, Maryland 21613 Easton, Maryland 21601 Centreville, Maryland 21617
Tel 410-221-0818 Tel 410-822-8003 Tel 410-758-2095
Fax 410-822-2024
EXHIBIT 2
DESCRIPTION OF
THE LANDS OF
PROVIDENCE AT CENTREVILLE, LLC
IN THE THIRD ELECTION DISTRICT
QUEEN ANNE’S COUNTY, MARYLAND
January 5, 2024
All that piece, parcel or tract of land situate, lying and being in the Third Election
District, Queen Anne’s County, Maryland, and being more particularly described as
follows.
Beginning for the same at an Iron Rod found, said Iron Rod found being on the southwest
side of the public Road leading from Centreville to Ruthsberg known as Ruthsberg Road
(Maryland Route 304) as delineated on a plat titled “Lots 19 & 20 Minor Subdivision Plat
on the lands of Peter G. Sheaffer” recorded among the Land Records of Queen Anne’s
County Maryland in Plat Book SM 42, Folio 37, said point also being the southeasterly
corner of the lands of the County Commissioners of Queen Anne’s County (Liber 1989,
Folio 731) said Point of Beginning also being the northeast corner of Tax Parcel 60,
Remaining Lands as delineated on said plat, and from said point of beginning and running
in the meridian of the Maryland State Coordinate System NAD 83 (2011), and by and with
said southwest side of Ruthsberg Road (Maryland Route 304) the following three courses
and distances
(1) South 29 degrees 43 minutes 20 seconds East, 339.62 feet to a point; thence
(2) by and with the arc of a curve deflecting to the left, which has a radius of 1185.92 feet,
for a length of 869.67 feet, the tangent of which is 455.43 feet, the chord of which bears
South 50 degrees 43 minutes 50 seconds East, 850.31 feet to a point, thence
(3) South 71 degrees 44 minutes 20 seconds East, 457.20 feet to an Iron Rod set and the
westerly side of the public road known as Rolling Bridge Road as delineated on a plat of
subdivision titled “Final Plat a residential subdivision of part of the lands of Providence
Farm” Recorded among the aforesaid Land Records in Plat Book SM 30, Folio 96; thence
by and with the westerly side of the Rolling Bridge right-of-way the following two courses
and distances
(4) by and with the arc of a curve deflecting to the right, which has a radius of 98.67 feet,
for a length of 29.48 feet, the tangent of which is 14.85 feet, the chord of which bears South
63 degrees 10 minutes 46 seconds East, 29.37 feet to an Iron Rod set, thence
(5) South 04 degrees 43 minutes 50 seconds East, 431.20 feet to an Iron Rod set and the
northeast corner of Lot 17 as delineated on said plat; thence by and with the northerly side
of Lot 17
(6) South 85 degrees 37 minutes 37 seconds West, 326.36 feet to an Iron Rod set and the
easterly side of Beck Farm Road (50-foot wide right-of-way); thence by and with the cul-
de-sac at the north end of said Beck Farm Road the following two courses and distances

Legal Description on the lands of Providence At Centreville, LLC Page 2 of 3
(7) by and with the arc of a curve deflecting to the left, which has a radius of 60.00 feet,
for a length of 272.10 feet, the tangent of which is 71.71 feet, the chord of which bears
South 45 degrees 42 minutes 33 seconds West, 92.04 feet to an Iron Rod set; thence
(8) by and with the arc of a curve deflecting to the right, which has a radius of 25.00 feet,
for a length of 34.83 feet, the tangent of which is 20.92 feet, the chord of which bears South
44 degrees 17 minutes 27 seconds East, 32.08 feet to an Iron Rod set and the westerly side
of said Beck Farm Road (50-foot wide right-of-way), thence by and with the westerly side
of Beck Farm Road the following two courses and distances
(9) South 04 degrees 22 minutes 23 seconds East, 839.50 feet to an Iron Rod set; thence
(10) by and with the arc of a curve deflecting to the left, which has a radius of 350.00 feet,
for a length of 30.64 feet, the tangent of which is 15.33 feet, the chord of which bears South
06 degrees 52 minutes 50 seconds East, 30.63 feet to an Iron Rod found and the northerly
side of Lot 6 as shown on said plat, thence by and with the northerly and westerly side of
Lot 6 the following two courses and distances
(11) South 85 degrees 37 minutes 37 seconds West, 92.53 feet to an Iron Rod set; thence
(12) South 17 degrees 43 minutes 06 seconds West, 182.22 feet to an Iron Rod found and
the northeast corner of Lot 7 as shown on said plat; thence by and with the rear property
line of Lot 7
(13) South 24 degrees 28 minutes 47 seconds West, 171.60 feet to an Iron Rod found and
the northwest corner of Lot 8 as shown on said plat; thence by and with the rear property
line of Lot 8
(14) South 32 degrees 13 minutes 20 seconds West, 156.81 feet to an Iron Rod found and
the northwest corner of Lot 9 as shown on said plat; thence by and with the rear property
line of Lot 9
(15) South 40 degrees 26 minutes 21 seconds West, 379.78 feet to an Iron Rod found and
the northwest corner of Lot 11 as shown on said plat; thence by and with the rear property
line of Lot 11
(16) South 03 degrees 51 minutes 19 seconds East, 341.36 feet to an Iron Rod found and
the northerly side of the public road known as Taylors Mill Road (Variable width right-of-
way) as delineated on said plat; thence by and with the northerly side of Taylors Mill Road
(17) South 85 degrees 37 minutes 37 seconds West, 2334.11 feet to an Iron Road set and
the lands of Gardner Family LLC (Liber 1192, Folio 105); thence by and with said Gardner
Family LLC lands the following course and distance
(18) North 35 degrees 43 minutes 39 seconds West, 333.42 feet to a Stone found and the
lands of the Town of Centreville (Liver 1134, Folio 97); thence by and with said Town of
Centreville lands the following sixteen courses and distances
(19) North 30 degrees 18 minutes 27 seconds West, 231.00 feet to an Iron Rod set; thence
(20) North 34 degrees 18 minutes 27 seconds West, 115.50 feet to an Iron Rod found;
thence
(21) North 45 degrees 18 minutes 27 seconds West, 115.50 feet to an Iron Rod found;
thence
(22) North 79 degrees 18 minutes 27 seconds West, 280.50 feet to an Iron Rod found;
thence
(23) North 72 degrees 18 minutes 27 seconds West, 115.50 feet to an Iron Rod found;
thence
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Legal Description on the lands of Providence At Centreville, LLC Page 3 of 3
(24) North 83 degrees 18 minutes 27 seconds West, 148.50 feet to an Iron Rod found;
thence
(25) North 44 degrees 18 minutes 27 seconds West, 198.00 feet to an Iron Rod found;
thence
(26) North 17 degrees 41 minutes 33 seconds East, 231.00 feet to an Iron Rod found; thence
(27) North 18 degrees 18 minutes 27 seconds West, 181.50 feet to an Iron Rod found;
thence
(28) North 27 degrees 41 minutes 33 seconds East, 198.00 feet to an Iron Rod found; thence
(29) North 27 degrees 18 minutes 27 seconds West, 214.50 feet to an Iron Rod found;
thence
(30) North 61 degrees 41 minutes 33 seconds East, 148.50 feet to an Iron Rod found; thence
(31) North 24 degrees 41 minutes 33 seconds East, 165.00 feet to an Iron Rod found; thence
(32) North 13 degrees 18 minutes 27 seconds West, 264.00 feet to an Iron Rod found;
thence
(33) North 61 degrees 18 minutes 27 seconds West, 214.50 feet to an Iron Rod found;
thence
(34) North 02 degrees 22 minutes 45 seconds West, 1052.46 feet to an Iron Rod found and
the lands of the Board of Education for Queen Anne’s County (Liber 4, Folio 490); thence
by and with said Board of Education for Queen Anne’s County lands, the lands of the
Young Men’s Christian Association of the Chesapeake, Inc. (liber 2487, Folio 243),
Vincent Street and the aforementioned lands of the County Commissioners of Queen
Anne’s County the following course and distance
(35) North 82 degrees 39 minutes 03 seconds East, 3073.05 feet to the Place of Beginning,
containing 279.586 Acres of Land, more or less, and
The above parcel is intended to be all of the same land, as shown as Tax Parcel 60,
on a plan entitled “ANNEXATION PLAT on the lands of Providence At Centreville, LLC”
prepared by Lane Engineering, LLC. I hereby certify that these documents were prepared
by me or under my responsible charge and complies with requirements as set forth in
regulation 09.13.06.12, and that I am a duly licensed property line surveyor under the laws
of the State of Maryland, License No. 363, and, subject to biennial renewal, my current
expiration date is August 3, 2025
Jefferson Ewell Hubbard
Registered Property Line Surveyor
Maryland Registration Number 363
www.leinc.com
generall@leing.com