HomeMy WebLinkAboutPZ Res 2025-06-0147 Liberty Hills, Phases 3 & 4, Preliminary Plat (PP 25-0011)PRELIMINARY PLAT
LIBERTY HILLS PHASE 3 & 4
C o n ta ct : R o n a l d S a l am i e O f f i ce : 2 1 4-6 2 0-2 8 0 0
6060 North Central Expressway Phone 469.621.0710
Suite 400
Dallas, Texas 75206 FRN - F-1386
0 50 100 200
VICINITY MAP
NOT TO SCALE
PROJECT
LOCATION
AA
STANDARD PD (SF-6.0) LOT
10' UE
STANDARD PD (MD) LOT
10' UE
STANDARD PD (SF-7.2) LOT
10' UE
1" = 100'
PRELIMINARY PLAT
LIBERTY HILLS PHASE 3 & 4
C o n ta ct : R o n a l d S a l am i e O f f i ce : 2 1 4-6 2 0-2 8 0 0
6060 North Central Expressway Phone 469.621.0710
Suite 400
Dallas, Texas 75206 FRN - F-1386
0 50 100 200
VICINITY MAP
NOT TO SCALE
AA
STANDARD PD (SF-6.0) LOT
10' UE
STANDARD PD (MD) LOT
10' UE
STANDARD PD (SF-7.2) LOT
10' UE
STANDARD PD (SF-8.4) LOT
10' UE
PROJECT
LOCATION
1" = 100'
PRELIMINARY PLAT
LIBERTY HILLS PHASE 3 & 4
C o n ta ct : R o n a l d S a l am i e O f f i ce : 2 1 4-6 2 0-2 8 0 0
6060 North Central Expressway Phone 469.621.0710
Suite 400
Dallas, Texas 75206 FRN - F-1386
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.
OWNERS CERTIFICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, VC LIBERTY HILS, LLC., ACTING HEREIN BY AND THROUGH IT'S DULY
AUTHORIZED OFFICERS, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE
HEREINABOVE DESCRIBED PROPERTY AS LIBERTY HILLS, PHASES 3 AND 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.
VC LIBERTY HILLS, LLC.
BY:VC LIBERTY HILLS, LLC.
BY:______________________________,
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 PLAT
LIBERTY HILLS PHASE 3 & 4
C o n ta ct : R o n a l d S a l am i e O f f i ce : 2 1 4-6 2 0-2 8 0 0
6060 North Central Expressway Phone 469.621.0710
Suite 400
Dallas, Texas 75206 FRN - F-1386
PRELIMINARY PROPERTY DESCRIPTION
BEING A 97.281 ACRE TRACT OF LAND SITUATED IN THE W. BURNS SURVEY,
ABSTRACT NO. 100, THE J. BATTERTON SURVEY, ABSTRACT NO. 94 AND THE Z.
ROBERTS SURVEY, ABSTRACT NO. 760, COLLIN COUNTY, TEXAS, AND BEING
PART OF A 694.344 ACRE TRACT OF LAND CONVEYED AS “TRACT 1” TO
LIBERTY 800, LP, AS RECORDED IN COUNTY CLERK’S FILE NO. 2023000025691,
OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS. SAID 97.281 ACRE
TRACT, WITH BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE
COORDINATES, NORTH CENTRAL ZONE NAD83, DETERMINED BY GPS
OBSERVATIONS UTILIZING THE ALLTERRA RTKNET, AND BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 1/2 INCH IRON ROD FOUND WITH CAP STAMPED “RPLS 6578”
FOUND A NORTHWEST CORNER OF SAID 694.344 ACRE TRACT AND A COMMON
INTERIOR ELL CORNER OF A 666.61 ACRE TRACT OF LAND CONVEYED AS
“TRACT 1” TO MM MANTUA 701, LLC., AS RECORDED IN COUNTY CLERK’S FILE
NO.2024000100812, OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS;
THENCE, NORTH 88 DEGREES 20 MINUTES 16 SECONDS EAST, ALONG A
NORTH LINE OF SAID 694.344 ACRE TRACT AND A COMMON SOUTH LINE OF
SAID 666.61 ACRE TRACT, A DISTANCE OF 772.49 FEET TO A PK NAIL FOUND
FOR AN EXTERIOR ELL CORNER OF SAID 694.344 ACRE TRACT AND A COMMON
EXTERIOR ELL CORNER OF SAID 666.61 ACRE TRACT. SAID POINT BEING ON
THE WEST LINE OF A 18.632 ACRE TRACT OF LAND CONVEYED TO STEPHEN V.
JONES AND KRISTI S. JONES, AS RECORDED IN VOLUME 4140, PAGE 3149,
DEED RECORDS, KAUFMAN COUNTY, TEXAS;
THENCE, SOUTH 00 DEGREES 55 MINUTES 45 SECONDS EAST, ALONG AN
EAST LINE OF SAID 694.344 ACRE TRACT AND THE COMMON WEST LINE OF
SAID 18.32 ACRE TRACT, A DISTANCE OF 191.10 FEET TO A 5/8 INCH IRON ROD
FOUND FOR AN INTERIOR ELL CORNER OF SAID 694.344 ACRE TRACT AND THE
COMMON SOUTHWEST CORNER OF SAID 18.632 ACRE TRACT. SAID POINT
BEING IN THE APPROXIMATE CENTER OF A CREEK;
THENCE, ALONG A NORTH LINE OF SAID 694.344 ACRE TRACT AND THE
COMMON SOUTH LINE OF SAID 18.632 ACRE TRACT AND WITH SAID CREEK,
THE FOLLOWING COURSES AND DISTANCES:
SOUTH 85 DEGREES 33 MINUTES 48 SECONDS EAST, A DISTANCE OF
38.17 FEET TO A POINT FOR CORNER;
SOUTH 56 DEGREES 34 MINUTES 17 SECONDS EAST, A DISTANCE OF
114.66 FEET TO A POINT FOR CORNER;
SOUTH 73 DEGREES 39 MINUTES 14 SECONDS EAST, A DISTANCE OF
29.10 FEET TO A POINT FOR CORNER;
NORTH 80 DEGREES 55 MINUTES 30 SECONDS EAST, A DISTANCE OF
49.80 FEET TO A POINT FOR CORNER;
NORTH 84 DEGREES 10 MINUTES 17 SECONDS EAST, A DISTANCE OF
35.20 FEET TO A POINT FOR CORNER;
SOUTH 71 DEGREES 30 MINUTES 51 SECONDS EAST, A DISTANCE OF
6.41 FEET TO A POINT FOR CORNER;
SOUTH 23 DEGREES 37 MINUTES 31 SECONDS EAST, A DISTANCE OF
11.94 FEET TO A POINT FOR CORNER;
SOUTH 48 DEGREES 57 MINUTES 54 SECONDS EAST, A DISTANCE OF
22.31 FEET TO A POINT FOR CORNER;
SOUTH 78 DEGREES 22 MINUTES 44 SECONDS EAST, A DISTANCE OF
11.77 FEET TO A POINT FOR CORNER;
SOUTH 44 DEGREES 57 MINUTES 16 SECONDS EAST, A DISTANCE OF
23.99 FEET TO A POINT FOR CORNER;
SOUTH 72 DEGREES 03 MINUTES 20 SECONDS EAST, A DISTANCE OF
36.45 FEET TO A POINT FOR CORNER;
NORTH 83 DEGREES 45 MINUTES 09 SECONDS EAST, A DISTANCE OF
60.49 FEET TO A POINT FOR CORNER;
SOUTH 45 DEGREES 51 MINUTES 25 SECONDS EAST, A DISTANCE OF
42.03 FEET TO A POINT FOR CORNER;
SOUTH 88 DEGREES 20 MINUTES 49 SECONDS EAST, A DISTANCE OF
17.06 FEET TO A POINT FOR CORNER;
SOUTH 70 DEGREES 55 MINUTES 50 SECONDS EAST, A DISTANCE OF
17.71 FEET TO A POINT FOR CORNER;
NORTH 79 DEGREES 53 MINUTES 05 SECONDS EAST, A DISTANCE OF
13.68 FEET TO A POINT FOR CORNER;
NORTH 62 DEGREES 26 MINUTES 21 SECONDS EAST, A DISTANCE OF
46.40 FEET TO A POINT FOR CORNER;
NORTH 43 DEGREES 42 MINUTES 20 SECONDS EAST, A DISTANCE OF
14.49 FEET TO A POINT FOR CORNER;
NORTH 13 DEGREES 18 MINUTES 36 SECONDS EAST, A DISTANCE OF
11.48 FEET TO A POINT FOR CORNER;
NORTH 82 DEGREES 07 MINUTES 05 SECONDS EAST, A DISTANCE OF
10.03 FEET TO A POINT FOR CORNER;
SOUTH 86 DEGREES 09 MINUTES 24 SECONDS EAST, A DISTANCE OF
11.23 FEET TO A POINT FOR CORNER;
SOUTH 49 DEGREES 44 MINUTES 51 SECONDS EAST, A DISTANCE OF
13.10 FEET TO A POINT FOR CORNER;
SOUTH 70 DEGREES 30 MINUTES 13 SECONDS EAST, A DISTANCE OF
13.52 FEET TO A POINT FOR CORNER;
SOUTH 84 DEGREES 22 MINUTES 03 SECONDS EAST, A DISTANCE OF
23.33 FEET TO A POINT FOR CORNER;
SOUTH 35 DEGREES 35 MINUTES 31 SECONDS EAST, A DISTANCE OF
20.91 FEET TO A POINT FOR CORNER;
SOUTH 84 DEGREES 29 MINUTES 02 SECONDS EAST, A DISTANCE OF
15.59 FEET TO A POINT FOR CORNER;
SOUTH 51 DEGREES 00 MINUTES 33 SECONDS EAST, A DISTANCE OF
27.17 FEET TO A POINT FOR CORNER;
SOUTH 78 DEGREES 25 MINUTES 01 SECONDS EAST, A DISTANCE OF
15.92 FEET TO A POINT FOR CORNER;
NORTH 58 DEGREES 51 MINUTES 30 SECONDS EAST, A DISTANCE OF
16.62 FEET TO A POINT FOR CORNER;
SOUTH 49 DEGREES 41 MINUTES 08 SECONDS EAST, A DISTANCE OF
32.18 FEET TO A POINT FOR CORNER;
SOUTH 29 DEGREES 08 MINUTES 01 SECONDS EAST, A DISTANCE OF
14.80 FEET TO A POINT FOR CORNER;
SOUTH 05 DEGREES 40 MINUTES 16 SECONDS EAST, A DISTANCE OF
30.35 FEET TO A POINT FOR CORNER;
SOUTH 51 DEGREES 27 MINUTES 12 SECONDS EAST, A DISTANCE OF
16.84 FEET TO A POINT FOR CORNER;
NORTH 55 DEGREES 07 MINUTES 54 SECONDS EAST, A DISTANCE OF
35.31 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 52 MINUTES 19 SECONDS EAST, A DISTANCE OF
29.08 FEET TO A POINT FOR CORNER;
SOUTH 31 DEGREES 29 MINUTES 55 SECONDS EAST, A DISTANCE OF
19.97 FEET TO A POINT FOR CORNER;
SOUTH 47 DEGREES 09 MINUTES 08 SECONDS EAST, A DISTANCE OF
27.66 FEET TO A POINT FOR CORNER;
SOUTH 18 DEGREES 55 MINUTES 35 SECONDS EAST, A DISTANCE OF
20.76 FEET TO A POINT FOR CORNER;
SOUTH 63 DEGREES 16 MINUTES 02 SECONDS EAST, A DISTANCE OF
9.33 FEET TO A POINT FOR CORNER;
NORTH 87 DEGREES 41 MINUTES 54 SECONDS EAST, A DISTANCE OF
12.80 FEET TO A POINT FOR CORNER;
NORTH 49 DEGREES 59 MINUTES 39 SECONDS EAST, A DISTANCE OF
43.53 FEET TO A POINT FOR CORNER;
NORTH 77 DEGREES 10 MINUTES 32 SECONDS EAST, A DISTANCE OF
12.78 FEET TO A POINT FOR CORNER;
NORTH 77 DEGREES 10 MINUTES 32 SECONDS EAST, A DISTANCE OF
30.89 FEET TO A POINT FOR CORNER;
SOUTH 57 DEGREES 38 MINUTES 18 SECONDS EAST, A DISTANCE OF
10.00 FEET TO A POINT FOR CORNER;
SOUTH 05 DEGREES 42 MINUTES 20 SECONDS EAST, A DISTANCE OF
16.81 FEET TO A POINT FOR CORNER;
THENCE, SOUTH 42 DEGREES 16 MINUTES 02 SECONDS EAST, A DISTANCE OF
18.23 FEET TO A POINT FOR THE SOUTH CORNER OF SAID 18.632 ACRE TRACT.
SAID POINT BEING ON THE WEST LINE OF TRIPLE I RANCH ADDITION, AN
ADDITION TO THE COUNTY OF COLLIN, AS RECORDED IN COUNTY CLERK’S
FILE NO. 2003-0183169, OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS;
THENCE, ALONG AN EASTERLY LINE OF SAID 694.344 ACRE TRACT AND THE
COMMON WEST LINE OF SAID TRIPLE I RANCH ADDITION AND WITH SAID
CREEK, THE FOLLOWING COURSES AND DISTANCES:
SOUTH 06 DEGREES 44 MINUTES 28 SECONDS WEST, A DISTANCE OF
37.06 FEET TO A POINT FOR CORNER;
SOUTH 38 DEGREES 50 MINUTES 25 SECONDS EAST, A DISTANCE OF
22.72 FEET TO A POINT FOR CORNER;
NORTH 57 DEGREES 28 MINUTES 10 SECONDS EAST, A DISTANCE OF
27.21 FEET TO A POINT FOR CORNER;
SOUTH 50 DEGREES 28 MINUTES 32 SECONDS EAST, A DISTANCE OF
39.42 FEET TO A POINT FOR CORNER;
SOUTH 16 DEGREES 41 MINUTES 39 SECONDS WEST, A DISTANCE OF
23.29 FEET TO A POINT FOR CORNER;
SOUTH 23 DEGREES 04 MINUTES 58 SECONDS EAST, A DISTANCE OF
57.84 FEET TO A POINT FOR CORNER;
SOUTH 49 DEGREES 49 MINUTES 02 SECONDS WEST, A DISTANCE OF
11.63 FEET TO A POINT FOR CORNER;
NORTH 64 DEGREES 30 MINUTES 49 SECONDS WEST, A DISTANCE OF
30.50 FEET TO A POINT FOR CORNER;
SOUTH 50 DEGREES 42 MINUTES 11 SECONDS WEST, A DISTANCE OF
13.78 FEET TO A POINT FOR CORNER;
SOUTH 15 DEGREES 45 MINUTES 26 SECONDS EAST, A DISTANCE OF
89.36 FEET TO A POINT FOR CORNER;
SOUTH 10 DEGREES 53 MINUTES 35 SECONDS WEST, A DISTANCE OF
43.60 FEET TO A POINT FOR CORNER;
SOUTH 12 DEGREES 28 MINUTES 08 SECONDS EAST, A DISTANCE OF
31.05 FEET TO A POINT FOR CORNER;
SOUTH 88 DEGREES 00 MINUTES 34 SECONDS WEST, A DISTANCE OF
34.12 FEET TO A POINT FOR CORNER;
SOUTH 56 DEGREES 01 MINUTES 46 SECONDS WEST, A DISTANCE OF
51.74 FEET TO A POINT FOR CORNER;
NORTH 84 DEGREES 06 MINUTES 45 SECONDS WEST, A DISTANCE OF
43.29 FEET TO A POINT FOR CORNER;
SOUTH 16 DEGREES 45 MINUTES 37 SECONDS WEST, A DISTANCE OF
21.78 FEET TO A POINT FOR CORNER;
SOUTH 18 DEGREES 30 MINUTES 22 SECONDS EAST, A DISTANCE OF
15.05 FEET TO A POINT FOR CORNER;
SOUTH 70 DEGREES 51 MINUTES 54 SECONDS EAST, A DISTANCE OF
17.06 FEET TO A POINT FOR CORNER;
NORTH 77 DEGREES 40 MINUTES 40 SECONDS EAST, A DISTANCE OF
15.14 FEET TO A POINT FOR CORNER;
SOUTH 63 DEGREES 09 MINUTES 50 SECONDS EAST, A DISTANCE OF
20.43 FEET TO A POINT FOR CORNER;
SOUTH 27 DEGREES 41 MINUTES 10 SECONDS EAST, A DISTANCE OF
19.98 FEET TO A POINT FOR CORNER;
SOUTH 31 DEGREES 30 MINUTES 58 SECONDS WEST, A DISTANCE OF
9.86 FEET TO A POINT FOR CORNER;
SOUTH 83 DEGREES 47 MINUTES 46 SECONDS WEST, A DISTANCE OF
51.58 FEET TO A POINT FOR CORNER;
SOUTH 38 DEGREES 54 MINUTES 19 SECONDS EAST, A DISTANCE OF
29.87 FEET TO A POINT FOR CORNER;
SOUTH 07 DEGREES 53 MINUTES 15 SECONDS WEST, A DISTANCE OF
13.82 FEET TO A POINT FOR CORNER;
NORTH 65 DEGREES 47 MINUTES 39 SECONDS WEST, A DISTANCE OF
19.26 FEET TO A POINT FOR CORNER;
NORTH 78 DEGREES 08 MINUTES 54 SECONDS WEST, A DISTANCE OF
76.63 FEET TO A POINT FOR CORNER;
SOUTH 08 DEGREES 27 MINUTES 48 SECONDS EAST, A DISTANCE OF
53.59 FEET TO A POINT FOR CORNER;
SOUTH 20 DEGREES 42 MINUTES 26 SECONDS WEST, A DISTANCE OF
26.91 FEET TO A POINT FOR CORNER;
SOUTH 25 DEGREES 09 MINUTES 45 SECONDS EAST, A DISTANCE OF
31.09 FEET TO A POINT FOR CORNER;
SOUTH 00 DEGREES 12 MINUTES 02 SECONDS WEST, A DISTANCE OF
31.14 FEET TO A POINT FOR CORNER;
SOUTH 71 DEGREES 20 MINUTES 53 SECONDS EAST, A DISTANCE OF
29.06 FEET TO A POINT FOR CORNER;
SOUTH 18 DEGREES 54 MINUTES 03 SECONDS EAST, A DISTANCE OF
13.15 FEET TO A POINT FOR CORNER;
SOUTH 32 DEGREES 18 MINUTES 04 SECONDS WEST, A DISTANCE OF
25.49 FEET TO A POINT FOR CORNER;
SOUTH 72 DEGREES 43 MINUTES 07 SECONDS WEST, A DISTANCE OF
15.31 FEET TO A POINT FOR CORNER;
NORTH 64 DEGREES 42 MINUTES 33 SECONDS WEST, A DISTANCE OF
23.37 FEET TO A POINT FOR CORNER;
SOUTH 63 DEGREES 34 MINUTES 24 SECONDS WEST, A DISTANCE OF
18.33 FEET TO A POINT FOR CORNER;
SOUTH 10 DEGREES 14 MINUTES 08 SECONDS WEST, A DISTANCE OF
43.90 FEET TO A POINT FOR CORNER;
SOUTH 26 DEGREES 13 MINUTES 56 SECONDS WEST, A DISTANCE OF
34.33 FEET TO A POINT FOR CORNER;
SOUTH 27 DEGREES 13 MINUTES 02 SECONDS EAST, A DISTANCE OF
20.15 FEET TO A POINT FOR CORNER;
SOUTH 49 DEGREES 22 MINUTES 10 SECONDS EAST, A DISTANCE OF
24.64 FEET TO A POINT FOR CORNER;
NORTH 69 DEGREES 07 MINUTES 38 SECONDS EAST, A DISTANCE OF
21.11 FEET TO A POINT FOR CORNER;
NORTH 32 DEGREES 40 MINUTES 48 SECONDS EAST, A DISTANCE OF
40.78 FEET TO A POINT FOR CORNER;
NORTH 52 DEGREES 43 MINUTES 43 SECONDS EAST, A DISTANCE OF
44.54 FEET TO A POINT FOR CORNER;
SOUTH 79 DEGREES 02 MINUTES 31 SECONDS EAST, A DISTANCE OF
17.91 FEET TO A POINT FOR CORNER;
SOUTH 25 DEGREES 14 MINUTES 13 SECONDS EAST, A DISTANCE OF
10.50 FEET TO A POINT FOR CORNER;
SOUTH 36 DEGREES 33 MINUTES 49 SECONDS WEST, A DISTANCE OF
45.96 FEET TO A POINT FOR CORNER;
SOUTH 18 DEGREES 38 MINUTES 57 SECONDS EAST, A DISTANCE OF
60.30 FEET TO A POINT FOR CORNER;
SOUTH 23 DEGREES 11 MINUTES 17 SECONDS WEST, A DISTANCE OF
22.34 FEET TO A POINT FOR CORNER;
SOUTH 12 DEGREES 06 MINUTES 39 SECONDS EAST, A DISTANCE OF
59.69 FEET TO A POINT FOR CORNER;
SOUTH 10 DEGREES 53 MINUTES 13 SECONDS WEST, A DISTANCE OF
48.67 FEET TO A POINT FOR CORNER;
SOUTH 18 DEGREES 15 MINUTES 42 SECONDS EAST, A DISTANCE OF
38.78 FEET TO A POINT FOR CORNER;
SOUTH 49 DEGREES 42 MINUTES 55 SECONDS WEST, A DISTANCE OF
38.39 FEET TO A POINT FOR CORNER;
SOUTH 12 DEGREES 09 MINUTES 41 SECONDS WEST, A DISTANCE OF
41.04 FEET TO A POINT FOR CORNER;
SOUTH 18 DEGREES 18 MINUTES 43 SECONDS EAST, A DISTANCE OF
46.98 FEET TO A POINT FOR CORNER;
SOUTH 36 DEGREES 12 MINUTES 31 SECONDS EAST, A DISTANCE OF
41.45 FEET TO A POINT FOR CORNER;
SOUTH 04 DEGREES 18 MINUTES 51 SECONDS WEST, A DISTANCE OF
40.66 FEET TO A POINT FOR CORNER;
SOUTH 17 DEGREES 20 MINUTES 59 SECONDS EAST, A DISTANCE OF
18.23 FEET TO A POINT FOR CORNER;
SOUTH 71 DEGREES 38 MINUTES 45 SECONDS EAST, A DISTANCE OF
27.15 FEET TO A POINT FOR CORNER;
SOUTH 42 DEGREES 57 MINUTES 19 SECONDS EAST, A DISTANCE OF
11.61 FEET TO A POINT FOR CORNER;
SOUTH 44 DEGREES 03 MINUTES 41 SECONDS WEST, A DISTANCE OF
29.44 FEET TO A POINT FOR CORNER;
SOUTH 59 DEGREES 56 MINUTES 34 SECONDS WEST, A DISTANCE OF
26.44 FEET TO A POINT FOR CORNER;
SOUTH 47 DEGREES 10 MINUTES 58 SECONDS WEST, A DISTANCE OF
23.76 FEET TO A POINT FOR CORNER;
SOUTH 21 DEGREES 19 MINUTES 02 SECONDS WEST, A DISTANCE OF
37.17 FEET TO A POINT FOR CORNER;
SOUTH 01 DEGREES 44 MINUTES 52 SECONDS WEST, A DISTANCE OF
33.11 FEET TO A POINT FOR AN EXTERIOR ELL CORNER OF SAID 694.344
ACRE TRACT AND THE COMMON SOUTHWEST CORNER OF SAID TRIPLE I
RANCH ADDITION;
THENCE, OVER AND ACROSS SAID 694.344 ACRE TRACT, THE FOLLOWING
COURSES AND DISTANCES:
SOUTH 00 DEGREES 46 MINUTES 03 SECONDS WEST, A DISTANCE OF
1044.57 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 13 MINUTES 57 SECONDS WEST, A DISTANCE OF
51.51 FEET TO A POINT FOR CORNER;
SOUTH 56 DEGREES 20 MINUTES 27 SECONDS WEST, A DISTANCE OF
189.31 FEET TO A POINT FOR CORNER;
SOUTH 05 DEGREES 40 MINUTES 06 SECONDS WEST, A DISTANCE OF
371.14 FEET TO A POINT FOR CORNER;
NORTH 69 DEGREES 32 MINUTES 29 SECONDS WEST, A DISTANCE OF
300.26 FEET TO A POINT FOR CORNER;
NORTH 21 DEGREES 25 MINUTES 53 SECONDS WEST, A DISTANCE OF
152.06 FEET TO A POINT FOR CORNER;
NORTH 38 DEGREES 27 MINUTES 27 SECONDS WEST, A DISTANCE OF
60.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 40 MINUTES 46 SECONDS WEST, A DISTANCE OF
179.62 FEET TO A POINT FOR CORNER;
NORTH 45 DEGREES 13 MINUTES 12 SECONDS WEST, A DISTANCE OF
1247.94 FEET TO A POINT FOR CORNER;
NORTH 00 DEGREES 41 MINUTES 37 SECONDS WEST, A DISTANCE OF
274.49 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 18 MINUTES 23 SECONDS EAST, A DISTANCE OF
113.75 FEET TO A POINT FOR CORNER;
NORTH 00 DEGREES 48 MINUTES 56 SECONDS WEST, PASSING AT A
DISTANCE OF 60.00 FEET A 1/2 INCH IRON ROD FOUND FOR AN INTERIOR
ELL CORNER OF SAID 694.344 ACRE TRACT AND A COMMON EXTERIOR
ELL CORNER OF AFORESAID 666.61 ACRE TRACT AND CONTINUING
ALONG A WEST LINE OF SAID 694.344 ACRE TRACT AND A COMMON
EAST LINE OF SAID 666.61 ACRE TRACT IN ALL A TOTAL DISTANCE OF
1747.51 FEET TO THE POINT OF BEGINNING AND CONTAINING A
CALCULATED AREA OF 4,237,561 SQUARE FEET OR 97.281 ACRES OF
LAND.