HomeMy WebLinkAboutPZ Res 2025-07-0151 Meadow Vista Phase 3, Preliminary Plat (PP 25-0013)PHASE 1B
6060 North Central Expressway Phone 469.621.0710
Suite 440
Dallas, Texas 75206 FRN - F-1386
PRELIMINARY PLAT
MEADOW VISTA
PHASE 3
Con tact : Ro nald Sa lam i e Of f ic e: 21 4-620-280 0
EXHIBIT A
APPROVED
July 7, 2025
P&Z COMMISSION
CITY OF ANNA
6060 North Central Expressway Phone 469.621.0710
Suite 440
Dallas, Texas 75206 FRN - F-1386
PRELIMINARY PLAT
MEADOW VISTA
PHASE 3
Con tact : Ro nald Sa lam i e Of f ic e: 21 4-620-280 0EXHIBIT A
APPROVED
July 7, 2025
P&Z COMMISSION
CITY OF ANNA
PROPERTY DESCRIPTION
STATE OF TEXAS )(
COUNTY OF COLLIN )(
BEING A 37.719 ACRE TRACT OF LAND SITUATED IN THE FRANCIS T. DUFFAU
SURVEY, ABSTRACT NO. 288, CITY OF ANNA E.T.J., COLLIN COUNTY, TEXAS,
AND BEING PART 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 37.719 ACRE TRACT WITH 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) AND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
COMMENCING AT A 5/8 INCH IRON ROD WITH CAP STAMPED “J.E. SMITH 3700”
FOUND FOR THE SOUTHEAST CORNER OF SAID 160.197 ACRE TRACT AND
THE COMMON SOUTHWEST CORNER OF A 11.24 ACRE TRACT OF LAND
CONVEYED TO BOARD OF TRUSTEES OF THE ANNA INDEPENDENT SCHOOL
DISTRICT, AS RECORDED IN COUNTY CLERK'S FILE NO. 2024000044999,
OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS;
THENCE, NORTH 00 DEGREES 33 MINUTES 44 SECONDS EAST, ALONG THE
EAST LINE OF SAID 160.197 ACRE TRACT AND THE COMMON WEST LINE OF
SAID 11.24 ACRE TRACT, A DISTANCE OF 1264.02 FEET TO THE POINT OF
BEGINNING;
THENCE, OVER AND ACROSS SAID 160.197 ACRE TRACT, THE FOLLOWING
COURSES AND DISTANCES:
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
125.00 FEET TO A POINT FOR CORNER;
NORTH 00 DEGREES 33 MINUTES 44 SECONDS EAST, A DISTANCE OF
40.28 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 00
DEGREES 32 MINUTES 35 SECONDS, A RADIUS OF 1025.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 00 DEGREES 17 MINUTES 27
SECONDS EAST, A DISTANCE OF 9.72 FEET;
ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 9.72
FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 58 MINUTES 51 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 00
DEGREES 29 MINUTES 19 SECONDS, A RADIUS OF 975.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 00 DEGREES 15 MINUTES 49
SECONDS WEST, A DISTANCE OF 8.32 FEET;
ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
8.32 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
920.00 FEET TO A POINT FOR CORNER;
SOUTH 00 DEGREES 33 MINUTES 44 SECONDS WEST, A DISTANCE OF
120.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
20.50 FEET TO A POINT FOR CORNER;
SOUTH 00 DEGREES 33 MINUTES 44 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A POINT FOR CORNER;
SOUTH 89 DEGREES 26 MINUTES 16 SECONDS EAST, A DISTANCE OF
20.50 FEET TO A POINT FOR CORNER;
SOUTH 00 DEGREES 33 MINUTES 44 SECONDS WEST, A DISTANCE OF
120.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 26 MINUTES 16 SECONDS WEST, A DISTANCE OF
447.87 FEET TO A POINT FOR CORNER;
NORTH 87 DEGREES 47 MINUTES 45 SECONDS WEST, A DISTANCE OF
38.68 FEET TO A POINT FOR CORNER;
NORTH 83 DEGREES 09 MINUTES 52 SECONDS WEST, A DISTANCE OF
70.40 FEET TO A POINT FOR CORNER;
NORTH 77 DEGREES 26 MINUTES 05 SECONDS WEST, A DISTANCE OF
64.54 FEET TO A POINT FOR CORNER;
NORTH 72 DEGREES 12 MINUTES 13 SECONDS WEST, A DISTANCE OF
58.68 FEET TO A POINT FOR CORNER;
NORTH 66 DEGREES 58 MINUTES 20 SECONDS WEST, A DISTANCE OF
64.54 FEET TO A POINT FOR CORNER;
NORTH 61 DEGREES 14 MINUTES 33 SECONDS WEST, A DISTANCE OF
70.40 FEET TO A POINT FOR CORNER;
NORTH 55 DEGREES 30 MINUTES 47 SECONDS WEST, A DISTANCE OF
64.54 FEET TO A POINT FOR CORNER;
NORTH 50 DEGREES 19 MINUTES 56 SECONDS WEST, A DISTANCE OF
58.40 FEET TO A POINT FOR CORNER;
NORTH 48 DEGREES 26 MINUTES 05 SECONDS WEST, A DISTANCE OF
120.00 FEET TO A POINT FOR CORNER;
SOUTH 41 DEGREES 33 MINUTES 55 SECONDS WEST, A DISTANCE OF
52.77 FEET TO A POINT FOR CORNER;
NORTH 48 DEGREES 26 MINUTES 05 SECONDS WEST, A DISTANCE OF
125.00 FEET TO A POINT FOR CORNER;
SOUTH 41 DEGREES 33 MINUTES 55 SECONDS WEST, A DISTANCE OF
434.00 FEET TO A POINT FOR CORNER;
NORTH 89 DEGREES 00 MINUTES 53 SECONDS WEST, A DISTANCE OF
165.63 FEET TO A POINT FOR CORNER. SAID POINT BEING ON THE WEST
LINE OF SAID 160.197 ACRE TRACT AND THE COMMON EAST LINE OF A
50.53 ACRE TRACT OF LAND CONVEYED TO TWO-J PARTNERS, LLLP, AS
RECORDED IN COUNTY CLERK'S FILE NO. 20080509000562500, OFFICIAL
PUBLIC RECORDS, COLLIN COUNTY, TEXAS;
THENCE, NORTH 00 DEGREES 55 MINUTES 00 SECONDS EAST, ALONG SAID
COMMON LINES, A DISTANCE OF 719.09 FEET TO A POINT FOR CORNER;
THENCE, OVER AND ACROSS SAID 160.197 ACRE TRACT, THE FOLLOWING
COURSES AND DISTANCES:
SOUTH 89 DEGREES 22 MINUTES 08 SECONDS EAST, A DISTANCE OF
419.39 FEET TO A POINT FOR CORNER;
SOUTH 58 DEGREES 24 MINUTES 28 SECONDS EAST, A DISTANCE OF
102.08 FEET TO A POINT FOR CORNER;
NORTH 57 DEGREES 36 MINUTES 56 SECONDS EAST, A DISTANCE OF
160.26 FEET TO A POINT FOR CORNER;
NORTH 26 DEGREES 16 MINUTES 05 SECONDS EAST, A DISTANCE OF
105.88 FEET TO A POINT FOR CORNER;
NORTH 44 DEGREES 35 MINUTES 43 SECONDS EAST, A DISTANCE OF
91.24 FEET TO A POINT FOR CORNER;
NORTH 13 DEGREES 43 MINUTES 07 SECONDS EAST, A DISTANCE OF
118.32 FEET TO A POINT FOR CORNER;
NORTH 33 DEGREES 11 MINUTES 39 SECONDS EAST, A DISTANCE OF
115.30 FEET TO A POINT FOR CORNER;
SOUTH 40 DEGREES 34 MINUTES 55 SECONDS EAST, A DISTANCE OF
247.20 FEET TO A POINT FOR CORNER;
NORTH 44 DEGREES 41 MINUTES 27 SECONDS EAST, A DISTANCE OF
50.78 FEET TO A POINT FOR CORNER;
SOUTH 40 DEGREES 18 MINUTES 23 SECONDS EAST, A DISTANCE OF
127.04 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 00
DEGREES 42 MINUTES 48 SECONDS, A RADIUS OF 1825.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 50 DEGREES 33 MINUTES 35
SECONDS EAST, A DISTANCE OF 22.72 FEET;
ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
22.72 FEET TO A POINT FOR CORNER;
SOUTH 39 DEGREES 05 MINUTES 01 SECONDS EAST, 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 38 MINUTES 44 SECONDS, A RADIUS OF 1775.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 50 DEGREES 35 MINUTES 37
SECONDS WEST, A DISTANCE OF 20.00 FEET;
ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
20.00 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 42
DEGREES 25 MINUTES 34 SECONDS, A RADIUS OF 225.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 68 DEGREES 13 MINUTES 29
SECONDS EAST, A DISTANCE OF 162.83 FEET;
ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
166.61 FEET TO A POINT FOR CORNER;
SOUTH 89 DEGREES 26 MINUTES 16 SECONDS EAST, A DISTANCE OF
255.01 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;
SOUTH 89 DEGREES 26 MINUTES 16 SECONDS EAST, 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;
SOUTH 89 DEGREES 26 MINUTES 16 SECONDS EAST, 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;
SOUTH 89 DEGREES 26 MINUTES 16 SECONDS EAST, 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;
SOUTH 89 DEGREES 26 MINUTES 16 SECONDS EAST, 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;
SOUTH 89 DEGREES 26 MINUTES 16 SECONDS EAST, 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;
SOUTH 89 DEGREES 26 MINUTES 16 SECONDS EAST, A DISTANCE OF
192.28 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 05
DEGREES 50 MINUTES 09 SECONDS, A RADIUS OF 175.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 87 DEGREES 38 MINUTES 40
SECONDS EAST, A DISTANCE OF 17.82 FEET;
ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 17.82
FEET TO A POINT FOR CORNER;
NORTH 84 DEGREES 43 MINUTES 35 SECONDS EAST, A DISTANCE OF
25.22 FEET TO A POINT FOR CORNER AND THE BEGINNING OF A
NON-TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 00
DEGREES 51 MINUTES 25 SECONDS, A RADIUS OF 1445.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 03 DEGREES 51 MINUTES 14
SECONDS WEST, A DISTANCE OF 21.61 FEET;
ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
21.61 FEET TO A POINT FOR CORNER;
NORTH 86 DEGREES 34 MINUTES 29 SECONDS EAST, 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 49 MINUTES 17 SECONDS, A RADIUS OF 1395.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 03 DEGREES 50 MINUTES 10
SECONDS EAST, A DISTANCE OF 20.00 FEET;
ALONG SAID NON-TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
20.00 FEET TO A POINT FOR CORNER;
NORTH 84 DEGREES 43 MINUTES 35 SECONDS EAST, 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 03
DEGREES 39 MINUTES 18 SECONDS, A RADIUS OF 1060.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 00 DEGREES 55 MINUTES 46
SECONDS WEST, A DISTANCE OF 67.61 FEET;
ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF
67.62 FEET TO A POINT FOR CORNER;
NORTH 00 DEGREES 53 MINUTES 53 SECONDS EAST, A DISTANCE OF
189.33 FEET TO A POINT FOR CORNER;
SOUTH 89 DEGREES 06 MINUTES 07 SECONDS EAST, A DISTANCE OF
43.61 FEET TO A POINT FOR CORNER. SAID POINT BEING ON THE EAST
LINE OF SAID 160.197 ACRE TRACT AND THE COMMON WEST LINE OF
ANACAPRI, PHASE 1C, AN ADDITION TO THE CITY OF ANNA, AS
RECORDED IN COUNTY CLERK'S FILE NO. 2024010000122, OFFICIAL
PUBLIC RECORDS, COLLIN COUNTY, TEXAS. FROM WHICH A 5/8 INCH
IRON ROD WITH YELLOW PLASTIC CAP STAMPED “LJA SURVEYING” SET
FOR AN INTERIOR ELL CORNER OF SAID 160.197 ACRE TRACT AND THE
COMMON NORTHWEST CORNER OF SAID ANACAPRI, PHASE 1C BEARS
NORTH 00 DEGREES 33 MINUTES 44 SECONDS EAST, A DISTANCE OF
594.68 FEET;
THENCE, SOUTH 00 DEGREES 33 MINUTES 44 SECONDS WEST, ALONG SAID
COMMON LINES AND THE WEST LINE OF AFORESAID 11.24 ACRE TRACT, A
DISTANCE OF 781.46 FEET TO THE POINT OF BEGINNING AND CONTAINING A
CALCULATED AREA OF 1,643,028 SQUARE FEET OR 37.719 ACRES OF LAND.
6060 North Central Expressway Phone 469.621.0710
Suite 440
Dallas, Texas 75206 FRN - F-1386
PRELIMINARY PLAT
MEADOW VISTA
PHASE 3
Con tact : Ro nald Sa lam i e Of f ic e: 21 4-620-280 0
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 3, 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
EXHIBIT A
APPROVED
July 7, 2025
P&Z COMMISSION
CITY OF ANNA