HomeMy WebLinkAboutPZ Res 2025-10-0186 Meadow Vista, Phase 4, Preliminary Plat (PP 25-0019)PRELIMINARY PLAT
MEADOW VISTA
PHASE 4
Contact: She lb y Sc hoe c h O f f ic e : 214-62 0 -27 70
6060 North Central Expressway Phone 469.621.0710
Suite 400
Dallas, Texas 75206 FR N - F-1386
PRELIMINARY PLAT
MEADOW VISTA
PHASE 4
Contact: She lb y Sc hoe c h O f f ic e : 214-62 0 -27 70
6060 North Central Expressway Phone 469.621.0710
Suite 400
Dallas, Texas 75206 FR N - F-1386
PRELIMINARY PLAT
MEADOW VISTA
PHASE 4
C ontact: Shelby S c hoe ch Of f ic e : 214-62 0-27 70
6060 North Central Expressway Phone 469.621.0710
Suite 400
Dallas, Texas 75206 FRN - F-1386
OWNERS CERTIFICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, BLOOMFIELD HOMES, L.P., ACTING HEREIN BY AND THROUGH IT'S DULY
AUTHORIZED OFFICERS, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE
HEREINABOVE DESCRIBED PROPERTY AS MEADOW VISTA, PHASE 4, AN ADDITION TO
THE CITY OF ANNA, TEXAS, AND DOES HEREBY DEDICATE, IN FEE SIMPLE, TO THE
PUBLIC USE FOREVER, THE STREETS AND ALLEYS SHOWN THEREON. THE STREETS AND
ALLEYS ARE DEDICATED FOR STREET PURPOSES. THE EASEMENTS AND PUBLIC USE
AREAS, AS SHOWN, ARE DEDICATED FOR THE PUBLIC USE FOREVER, FOR THE
PURPOSES INDICATED ON THIS PLAT. IN ADDITION, UTILITY EASEMENTS MAY ALSO BE
USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES
DESIRING TO USE OR USING THE SAME UNLESS THE EASEMENT LIMITS THE USE TO
PARTICULAR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE
PUBLIC'S AND CITY OF ANNA'S USE THEREOF. THE CITY OF ANNA AND PUBLIC UTILITY
ENTITIES SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR ARTS OF
ANY BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS
WHICH MAY IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION,
MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE SYSTEMS IN SAID EASEMENTS.
THE CITY OF ANNA AND PUBLIC UTILITY ENTITIES SHALL AT ALL TIMES HAVE THE FULL
RIGHT OF INGRESS AND EGRESS TO OR FROM THEIR RESPECTIVE EASEMENTS FOR THE
PURPOSES OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING,
MAINTAINING, READING METERS, AND ADDING TO OR REMOVING ALL OR PARTS OF
THEIR RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING
PERMISSION FROM ANYONE.
THIS APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, AND REGULATIONS
OF THE CITY OF ANNA, TEXAS.
WITNESS MY HAND THIS THE _____ DAY OF __________________ , A.D. 2025.
BLOOMFIELD HOMES, L.P.
A TEXAS LIMITED PARTNERSHIP
BY:BLOOMFIELD PROPERTIES, INC.,
A TEXAS CORPORATION, GENERAL PARTNER
BY:______________________________,
DONALD J. DYKSTRA, PRESIDENT
STATE OF TEXAS )(
COUNTY OF _____________ )(
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE
STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED DONALD J. DYKSTRA, KNOWN
TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE
PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN
STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE ______ DAY OF
_______________ , A.D. 2025.
____________________________________________
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
ID NUMBER: ________________
MY COMMISSION EXPIRES: ________________
SURVEYOR'S CERTIFICATION
I, _____________, REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY
CERTIFY THAT THE PLAT SHOWN HEREON ACCURATELY REPRESENTS THE PROPERTY
AS DETERMINED BY AN ON THE GROUND SURVEY, MADE UNDER MY DIRECTION
AND THE SUPERVISION IN ________, 20_____, AND THAT ALL CORNERS ARE AS
SHOWN.
_____________
REGISTERED PROFESSIONAL LAND SURVEYOR
TEXAS REGISTRATION NO. ____
DATE:
STATE OF TEXAS )(
COUNTY OF ___________ )(
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE
STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED KNOWN
TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR
THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY
THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF
, A.D. 2025.
____________________________________________
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
ID NUMBER: ________________
MY COMMISSION EXPIRES: ________________
PRELIMINARY, THIS DOCUMENT SHALL NOT BE
RECORDED FOR ANY PURPOSE AND SHALL NOT
BE USED OR VIEWED OR RELIED UPON AS A
FINAL SURVEY DOCUMENT.
EASEMENT LANGUAGE
DRAINAGE AND DETENTION EASEMENT
STATE OF TEXAS
COUNTY OF COLLIN
CITY OF ANNA
THIS PLAT IS HEREBY ADOPTED BY THE OWNERS AND APPROVED BY THE CITY OF ANNA (CALLED “CITY”) SUBJECT
TO THE FOLLOWING CONDITIONS WHICH SHALL BE BINDING UPON THE OWNERS, THEIR HEIRS, GRANTEES AND
SUCCESSORS:
THE PORTION OF BLOCK B, AS SHOWN ON THE PLAT IS CALLED “DRAINAGE AND DETENTION EASEMENT.” THE
DRAINAGE AND DETENTION EASEMENT WITHIN THE LIMITS OF THIS ADDITION, WILL REMAIN OPEN AT ALL TIMES
AND WILL BE MAINTAINED IN A SAFE AND SANITARY CONDITION BY THE OWNERS OF THE LOT OR LOTS THAT ARE
TRAVERSED BY OR ADJACENT TO THE DRAINAGE AND DETENTION EASEMENT. THE CITY WILL NOT BE RESPONSIBLE
FOR THE MAINTENANCE AND OPERATION OF SAID EASEMENT OR FOR ANY DAMAGE TO PRIVATE PROPERTY OR
PERSON THAT RESULTS FROM CONDITIONS IN THE EASEMENT, OR FOR THE CONTROL OF EROSION. NO
OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN-OFF SHALL BE PERMITTED BY CONSTRUCTION OF
ANY TYPE OF BUILDING, FENCE, OR ANY OTHER STRUCTURE WITHIN THE DRAINAGE AND DETENTION EASEMENT
AS HEREINABOVE DEFINED, UNLESS APPROVED BY THE CITY ENGINEER. PROVIDED, HOWEVER, IT IS UNDERSTOOD
THAT IN THE EVENT IT BECOMES NECESSARY FOR THE CITY TO ERECT OR CONSIDER ERECTING ANY TYPE OF
DRAINAGE STRUCTURE IN ORDER TO IMPROVE THE STORM DRAINAGE THAT MAY BE OCCASIONED BY THE CITY
SHALL HAVE THE RIGHT TO ENTER UPON THE DRAINAGE AND DETENTION EASEMENT AT ANY POINT, OR POINTS,
TO INVESTIGATE, SURVEY OR TO ERECT, CONSTRUCT AND MAINTAIN ANY DRAINAGE FACILITY DEEMED
NECESSARY FOR DRAINAGE PURPOSES. EACH PROPERTY OWNER SHALL KEEP THE DRAINAGE AND DETENTION
EASEMENT CLEAN AND FREE OF DEBRIS, SILT, AND ANY SUBSTANCE WHICH WOULD RESULT IN UNSANITARY
CONDITIONS OR OBSTRUCT THE FLOW OF WATER, AND THE CITY SHALL HAVE THE RIGHT OF INGRESS AND EGRESS
FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE WORK BY THE PROPERTY OWNER TO
ALLEVIATE ANY UNDESIRABLE CONDITIONS WHICH MAY OCCUR. THE NATURAL DRAINAGE THROUGH THE
DRAINAGE AND DETENTION EASEMENT IS SUBJECT TO STORM WATER OVERFLOW AND NATURAL BANK EROSION
TO AN EXTENT WHICH CANNOT BE DEFINITELY DEFINED. THE CITY SHALL NOT BE HELD LIABLE FOR ANY DAMAGES
OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA, OR RESULTING FROM
THE FAILURE OF ANY STRUCTURE, OR STRUCTURES, WITHIN THE EASEMENT.
VAM EASEMENT
THE AREA OR AREAS SHOWN ON THE PLAT AS "VAM" (VISIBILITY , ACCESS, AND MAINTENANCE) EASEMENT(S) ARE
HEREBY GIVEN AND GRANTED TO THE CITY, ITS SUCCESSORS AND ASSIGNS, AS AN EASEMENT TO PROVIDE
VISIBILITY, RIGHT OF ACCESS, AND MAINTENANCE UPON AND ACROSS SAID VAM EASEMENT. THE CITY SHALL
HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN ANY AND ALL LANDSCAPING WITHIN THE VAM
EASEMENT. SHOULD THE CITY EXERCISE THIS MAINTENANCE RIGHT, IT SHALL BE PERMITTED TO REMOVE AND
DISPOSE OF ANY AND ALL LANDSCAPING IMPROVEMENTS, INCLUDING WITHOUT LIMITATION, ANY TREES,
SHRUBS, FLOWERS, GROUND COVER, AND FIXTURES. THE CITY MAY WITHDRAW MAINTENANCE OF THE VAM
EASEMENT AT ANY TIME. THE ULTIMATE MAINTENANCE RESPONSIBILITY FOR THE VAM EASEMENT SHALL REST
WITH THE OWNERS. NO BUILDING, FENCE, SHRUB, TREE, OR OTHER IMPROVEMENTS OR GROWTHS, WHICH IN
ANY WAY ENDANGER OR INTERFERE WITH THE VISIBILITY, SHALL BE CONSTRUCTED IN, ON, OVER, OR ACROSS THE
VAM EASEMENT. THE CITY SHALL ALSO HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO ADD ANY LANDSCAPE
IMPROVEMENTS TO THE VAM EASEMENT, TO ERECT ANY TRAFFIC CONTROL DEVICES OR SIGNS ON THE VAM
EASEMENT, AND TO REMOVE ANY OBSTRUCTION THEREON. THE CITY, ITS SUCCESSORS, ASSIGNS, OR AGENTS,
SHALL HAVE THE RIGHT AND PRIVILEGE AT ALL TIMES TO ENTER UPON THE VAM EASEMENT OR ANY PART
THEREOF FOR THE PURPOSES AND WITH ALL RIGHTS AND PRIVILEGES SET FORTH HEREIN.
ACCESS EASEMENT
THE UNDERSIGNED DOES COVENANT AND AGREE THAT THE ACCESS EASEMENT MAY BE UTILIZED BY ANY PERSON
OR THE GENERAL PUBLIC FOR INGRESS AND EGRESS TO OTHER REAL PROPERTY, AND FOR THE PURPOSE OF
GENERAL PUBLIC
VEHICULAR AND PEDESTRIAN USE AND ACCESS, AND FOR FIRE DEPARTMENT AND EMERGENCY USE, IN, ALONG,
UPON, AND ACROSS SAID PREMISES, WITH THE RIGHT AND PRIVILEGE AT ALL TIMES OF THE CITY OF ANNA, ITS
AGENTS, EMPLOYEES, WORKMEN, AND REPRESENTATIVES HAVING INGRESS, EGRESS, AND REGRESS IN, ALONG,
UPON, AND ACROSS SAID PREMISES.
CERTIFICATE OF APPROVAL
APPROVED ON THIS THE DAY OF , ______,
BY THE PLANNING & ZONING COMMISSION, CITY OF ANNA, TEXAS.
____________________________________________
PLANNING & ZONING COMMISSION CHAIR
____________________________________________
DIRECTOR OF DEVELOPMENT SERVICES
PROPERTY DESCRIPTION
STATE OF TEXAS )(
COUNTY OF COLLIN )(
BEING A 43.681 ACRE TRACT OF LAND SITUATED IN THE JOHN ELLETT
SURVEY, ABSTRACT NO. 296 AND THE FRANCIS T. DUFFAU SURVEY,
ABSTRACT NO. 288, CITY OF ANNA E.T.J., COLLIN COUNTY, TEXAS, AND BEING
PART OF A 61.905 ACRE TRACT OF LAND, CONVEYED TO BLOOMFIELD
HOMES, LP, AS RECORDED IN COUNTY CLERK'S FILE NO. 20211220002555410,
OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS AND PART OF THE
REMAINDER OF A 160.197 ACRE TRACT OF LAND CONVEYED TO BLOOMFIELD
HOMES, LP, AS RECORDED IN COUNTY CLERK'S FILE NO. 20200117000076380,
OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS. SAID 43.681 ACRE
TRACT, BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE
COORDINATES, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2010),
DETERMINED BY GPS OBSERVATIONS, CALCULATED FROM DENTON CORS
ARP (PID-DF8986) AND DALLAS CORS ARP (PID-DF8984, BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8” IRON ROD WITH YELLOW PLASTIC CAP STAMPED “LJA
SURVEYING” SET FOR THE NORTHEAST CORNER OF SAID 61.905 ACRE
TRACT AND THE COMMON SOUTHEAST CORNER OF THE REMAINDER OF A
275.00 ACRE TRACT OF LAND CONVEYED TO DR HORTON - TEXAS, LTD., AS
RECORDED IN COUNTY CLERK'S FILE NO. 20210212000310470, OFFICIAL
PUBLIC RECORDS, COLLIN COUNTY, TEXAS. SAID POINT BEING ON THE
WEST LINE OF A 50.00 ACRE TRACT OF LAND CONVEYED TO ANACAPRI
LAGUNA AZURE, LLC, AS RECORDED IN COUNTY CLERK'S FILE NO.
20210830001753370, OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS;
THENCE, SOUTH 01 DEGREE 15 MINUTES 53 SECONDS WEST, ALONG THE
EAST LINE OF SAID 61.905 ACRE TRACT AND THE COMMON WEST LINE OF
SAID 50.00 ACRE TRACT, A DISTANCE OF 1024.64 FEET TO A 1” IRON PIPE
FOUND (BENT) FOR THE SOUTHEAST CORNER OF SAID 61.905 ACRE TRACT
AND A COMMON EXTERIOR ELL CORNER OF ANACAPRI, PHASE 1C, AN
ADDITION TO THE CITY OF ANNA, AS RECORDED IN COUNTY CLERK'S FILE
NO. 2024-2024010000122, OFFICIAL PUBLIC RECORDS, COLLIN COUNTY,
TEXAS, FROM WHICH A 5/8” IRON ROD FOUND FOR THE SOUTHWEST
CORNER OF SAID 50.00 ACRE TRACT AND A COMMON INTERIOR ELL CORNER
OF SAID ANACAPRI, PHASE 1C BEARS, SOUTH 01 DEGREE 15 MINUTES 53
SECONDS WEST, A DISTANCE OF 36.09 FEET;
THENCE, NORTH 88 DEGREES 57 MINUTES 17 SECONDS WEST, ALONG THE
SOUTH LINE OF SAID 61.905 ACRE TRACT AND THE COMMON NORTH LINE OF
SAID ANACAPRI, PHASE 1C, A DISTANCE OF 33.92 FEET TO A 5/8” IRON ROD
WITH YELLOW PLASTIC CAP STAMPED “LJA SURVEYING” SET FOR THE
NORTHEAST CORNER OF THE REMAINDER OF AFORESAID 160.197 ACRE
TRACT AND THE COMMON NORTHWEST CORNER OF SAID ANACAPRI, PHASE
1C. SAID POINT BEING WITHIN COUNTY ROAD NO. 370, A PRESCRIPTIVE
RIGHT-OF-WAY);
THENCE, SOUTH 00 DEGREES 33 MINUTES 44 SECONDS WEST, ALONG THE
EAST LINE OF THE REMAINDER OF SAID 160.197 ACRE TRACT AND THE
COMMON WEST LINE OF SAID ANACAPRI, PHASE 1C, A DISTANCE OF 594.68
FEET TO A POINT FOR CORNER;
THENCE, OVER AND A CROSS THE REMAINDER OF SAID 160.197 ACRE TRACT,
SAID 61.905 ACRE TRACT AND SAID COUNTY ROAD NO. 370, THE FOLLOWING
COURSES AND DISTANCES:
NORTH 89 DEGREES 06 MINUTES 07 SECONDS WEST, A DISTANCE OF
43.61 FEET TO A POINT FOR CORNER;
SOUTH 00 DEGREES 53 MINUTES 53 SECONDS WEST, A DISTANCE OF
189.33 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 03
DEGREES 39 MINUTES 18 SECONDS, A RADIUS OF 1060.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 00 DEGREES 55 MINUTES 46
SECONDS EAST, A DISTANCE OF 67.61 FEET;
ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 67.62
FEET TO A POINT FOR CORNER;
SOUTH 84 DEGREES 43 MINUTES 35 SECONDS WEST, A DISTANCE OF
147.90 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 00
DEGREES 49 MINUTES 17 SECONDS, A RADIUS OF 1395.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 03 DEGREES 50 MINUTES 10
SECONDS WEST, A DISTANCE OF 20.00 FEET;
ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
20.00 FEET TO A POINT FOR CORNER;
SOUTH 86 DEGREES 34 MINUTES 29 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 00
DEGREES 51 MINUTES 25 SECONDS, A RADIUS OF 1445.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 03 DEGREES 51 MINUTES 14
SECONDS EAST, A DISTANCE OF 21.61 FEET;
ALONG SAID NO-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
21.61 FEET TO A POINT FOR CORNER;
SOUTH 84 DEGREES 43 MINUTES 35 SECONDS WEST, A DISTANCE OF
25.22 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A
TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 05
DEGREES 50 MINUTES 09 SECONDS, A RADIUS OF 175.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 87 DEGREES 38 MINUTES 40
SECONDS WEST, A DISTANCE OF 17.82 FEET;
ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
17.82 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
192.28 FEET TO A POINT FOR CORNER;
NORTH 00 DEGREES 33 MINUTES 44 SECONDS EAST, A DISTANCE OF
20.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A POINT FOR CORNER;
SOUTH 00 DEGREES 33 MINUTES 44 SECONDS WEST, A DISTANCE OF
20.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
230.00 FEET TO A POINT FOR CORNER;
NORTH 00 DEGREES 33 MINUTES 44 SECONDS EAST, A DISTANCE OF
20.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A POINT FOR CORNER;
SOUTH 00 DEGREES 33 MINUTES 44 SECONDS WEST, A DISTANCE OF
20.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
240.00 FEET TO A POINT FOR CORNER;
NORTH 00 DEGREES 33 MINUTES 44 SECONDS EAST, A DISTANCE OF
20.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A POINT FOR CORNER;
SOUTH 00 DEGREES 33 MINUTES 44 SECONDS WEST, A DISTANCE OF
20.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
255.01 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A
TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 42
DEGREES 25 MINUTES 34 SECONDS, A RADIUS OF 225.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 68 DEGREES 13 MINUTES 29
SECONDS WEST, A DISTANCE OF 162.83 FEET;
ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
166.61 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 00
DEGREES 38 MINUTES 44 SECONDS, A RADIUS OF 1775.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 50 DEGREES 35 MINUTES 37
SECONDS EAST, A DISTANCE OF 20.00 FEET;
ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
20.00 FEET TO A POINT FOR CORNER;
NORTH 39 DEGREES 05 MINUTES 01 SECOND WEST, A DISTANCE OF
50.00 FEET TO A POINT FOR CORNER, AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 00
DEGREES 42 MINUTES 48 SECONDS, A RADIUS OF 1825.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 50 DEGREES 33 MINUTES 35
SECONDS WEST, A DISTANCE OF 22.72 FEET;
ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
22.72 FEET TO A POINT FOR CORNER;
NORTH 40 DEGREES 34 MINUTES 55 SECONDS WEST, A DISTANCE OF
127.05 FEET TO A POINT FOR CORNER;
SOUTH 49 DEGREES 25 MINUTES 05 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A POINT FOR CORNER;
NORTH 40 DEGREES 34 MINUTES 55 SECONDS WEST, A DISTANCE OF
367.98 FEET TO A POINT FOR CORNER;
NORTH 49 DEGREES 25 MINUTES 05 SECONDS EAST, A DISTANCE OF
50.00 FEET TO A POINT FOR CORNER;
SOUTH 40 DEGREES 34 MINUTES 55 SECONDS EAST, A DISTANCE OF
64.81 FEET TO A POINT FOR CORNER;
NORTH 52 DEGREES 50 MINUTES 41 SECONDS EAST, A DISTANCE OF
96.98 FEET TO A POINT FOR CORNER;
SOUTH 85 DEGREES 01 MINUTE 55 SECONDS EAST, A DISTANCE OF
103.11 FEET TO A POINT FOR CORNER;
NORTH 68 DEGREES 32 MINUTES 14 SECONDS EAST, A DISTANCE OF
96.68 FEET TO A POINT FOR CORNER;
NORTH 55 DEGREES 08 MINUTES 33 SECONDS EAST, A DISTANCE OF
214.34 FEET TO A POINT FOR CORNER;
NORTH 74 DEGREES 25 MINUTES 53 SECONDS EAST, A DISTANCE OF
261.89 FEET TO A POINT FOR CORNER;
NORTH 79 DEGREES 18 MINUTES 51 SECONDS EAST, A DISTANCE OF
108.28 FEET TO A POINT FOR CORNER;
NORTH 31 DEGREES 21 MINUTES 44 SECONDS EAST, A DISTANCE OF
143.56 FEET TO A POINT FOR CORNER;
NORTH 11 DEGREES 17 MINUTES 29 SECONDS EAST, A DISTANCE OF
178.12 FEET TO A POINT FOR CORNER;
NORTH 50 DEGREES 23 MINUTES 09 SECONDS EAST, A DISTANCE OF
263.88 FEET TO A POINT FOR CORNER;
NORTH 19 DEGREES 08 MINUTES 50 SECONDS EAST, A DISTANCE OF
167.48 FEET TO A POINT FOR CORNER;
NORTH 42 DEGREES 52 MINUTES 54 SECONDS EAST, A DISTANCE OF
315.68 FEET TO A POINT FOR CORNER;
NORTH 60 DEGREES 14 MINUTES 32 SECONDS EAST, A DISTANCE OF
227.32 FEET TO A POINT FOR CORNER;
NORTH 33 DEGREES 10 MINUTES 39 SECONDS EAST, A DISTANCE OF
231.68 FEET TO A POINT FOR CORNER ON THE NORTH LINE OF
AFORESAID 61.905 ACRE TRACT AND THE COMMON SOUTH LINE OF THE
REMAINDER OF AFORESAID 275.00 ACRE TRACT;
THENCE, NORTH 89 DEGREES 28 MINUTES 39 SECONDS EAST, ALONG SAID
COMMON LINE, A DISTANCE OF 168.47 FEET TO THE POINT OF BEGINNING
AND CONTAINING A CALCULATED AREA OF 1,902,744 SQUARE FEET OR 43.681
ACRES OF LAND.