SL9809ADICATION STATEMENT
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS;
THAT CH PH 10A, LLC, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICERS, DOES HEREBY
ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS CASTLE HILLS -PHASE 10D,
CARROLLTON ADDITION, AN ADDITION TO THE CITY OF CARROLLTON, TEXAS AND DOES HEREBY DEDICATE,
IN FEE SIMPLE, TO THE PUBLIC USE FOREVER, THE STREETS, ALLEYS, AND PUBLIC USE AREAS SHOWN
HEREON, AND DOES HEREBY DEDICATE THE EASEMENTS SHOWN ON THE PLAT FOR THE PURPOSES
INDICATED TO THE PUBLIC USE FOREVER, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND
ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER
IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER, OR ACROSS THE EASEMENTS ON SAID
PLAT. 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 A
PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLIC'S
AND CITY OF CARROLLTON'S USE THEREOF. THE CITY OF CARROLLTON AND ANY PUBLIC UTILITY SHALL
HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES,
SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH
THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE
EASEMENTS AND THE CITY OF CARROLLTON ON ANY PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT
OF INGRESS AND EGRESS TO AND FROM AND UPON ANY OF SAID EASEMENTS FOR THE PURPOSE OF
CONSTRUCTING, RECONSTRUCTING, INSPECTING,
PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM
WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. CH PH 10A LLC,
DOES HEREBY BIND THEMSELVES, THEIR SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND
DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, ALLEYS, EASEMENTS, AND RIGHTS UNTO
THE PUBLIC AGAINST EVERY PERSON WHOMSOEVER LAWFULLY CLAIMING OR TO CLAIM THE SAME OR ANY
PART THEREOF. THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES,
REGULATIONS, AND RESOLUTIONS OF THE CITY OF CARROLLTON.
WITNESS MY HAND THIS 21+41DAY OF Al0V,.QYVI6r , 2020
OWNER:
CH PH 1DA, LLC
A TEXAS LIMITED LIABILITY COMPANY
Y: BRECO DEVELOPMENT MANAGER LLC
A TEXAS LIMITED LIABILITY COMPANY
ITS MANAGER
BY: ✓2
CHRISTOPHER R. BRIGHT
CHIEF EXECUTIVE OFFICER
NOTARY CERTIFICATE
STATE OF
COUNTY OF
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE ON
THIS DATE PERSONALLY APPEARED CHRISTOPHER ROBERTS BRIGHT, KNOWN TO ME TO BE THE PERSON
WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT
HE/SHE EXECUTED THE SAME OF THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE
CAPACITY THEREIN STATED AND AS THE ACT AND DEED THEREIN STATED (Ord. No. 3271, 01101/09)
GIVEN UNDER MY HAND AND SEOFFICE, THIS Z�l "` DAY OF OV ,-r , 2020.
/I /^ - - / gfL7/7 ® _ c-
NOTARY STAMP
LIEN HOLDER
TEXAS CAPITAL BANK,
NATIONAL ASSOCIATION
� I'VY IN �t
BY.,Ut' t t/ 9WrIY� 4 p�
NAME: `, F ►�1V l VY
TITLE:
STATE OF COUNTY OTMLV
VICKI VAUGHN FRUGE
Notary Public, State of Texa±
Comm. Expires 06-05-2023
Notary ID 4873505
BEFORE ME, THE UNDERSIGNED AUTHORIT� AN�Q PU LIC IN AND FOR SAID COUNTY AND STATE ON
THIS DATE PERSONALLY APPEARED �Y 1 1 K /YKNOWN TO ME TO BE THE
PERSON WHOSE NAME IS SUBSCRIBED T E FFOITEOTHNG INSTRUMENT AND ACKNOWLEDGED TO ME
THAT HE/SHE EXECUTED THE SAME OF THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED AND IN
THE CAPACITY THEREIN STATED AND AS THE ACT AND DEED THEREIN STATED (Ord. No... 3271, 011/�011M9)
N UNDER MY HAND AN SEAL OF OFFICE, THIS `�_ DAY OF �"V�V � 2020.
NC ARY SIG RE
NOTARY STAMP
MM/1A
'�f� Shelby RaArlrle Acwta
'�f `. , My Ca^x�ion Exprr.
�ai�' ID No +.31871l7Z7
SURVEYOR'S CERTIFICATE
STATE OF TEXAS
THAT 1, J.E. THOMPSON, 11, REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT I HAVE
PREPARED THIS PLAT FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE LAND AND THAT THE CORNER
MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN
ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY OF CARROLLTON, TEXAS.
DATED:
J.E. THOMPSON, It
'REGISTERED
PROFESSIONAL LAND SURVEYOR NO. 4857
(J.E.OMPSON
NOTARY CERTIFICATE57
o.
STATE OF TEXAS
/'_
COUNTY OF (/p 4�
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON, 11,
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND
ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS
THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN LIN ER MY HAND AND SEAL OF OFFICE THIS _ 1 DAY OF "IMP6020
NOTARY SIGNATURE y
NOTARY STAMP
SURVEYOR
�`'-% Kai#r D Arerwl
e% My Comsar misExpires
.1_r 05IM2023
,y. ID N0.129989182
WHEREAS CH PH 10A, LLC, IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF
LAND SITUATED IN THE B. SCHOONOVER SURVEY, ABSTRACT NO. 1209, DENTON COUNTY,
TEXAS, BEING A PART OF A CALLED 111.616 ACRE TRACT OF LAND DESCRIBED AS TRACT 2
IN DEED TO CH PH 10A, LLC, AS RECORDED IN DOCUMENT #2016-6641, REAL PROPERTY
RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN AT A
%' CAPPED IRON ROD SET FOR CORNER FROM WHICH THE NORTHEAST CORNER OF
SAID 111.616 ACRE TRACT BEARS NORTH 44 DEGREES 23 MINUTES 06 SECONDS EAST A
DISTANCE OF 7.05 FEET;
THENCE SOUTH 00 DEGREES 58 MINUTES 02 SECONDS EAST A DISTANCE OF 708.04 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 26 DEGREES 20 MINUTES 00 SECONDS WEST A DISTANCE OF 7.01 FEET TO
A 1/T CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 05 DEGREES 32 MINUTES 48 SECONDS WEST A DISTANCE OF 69.05 FEET TO
A 112" CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 08 DEGREES 13 MINUTES 48 SECONDS WEST A DISTANCE OF 96.38 FEET TO
A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 57.55 FEET, WITH
A RADIUS OF 97.92 FEET, WITH A CHORD BEARING OF SOUTH 39 DEGREES 56 MINUTES 04
SECONDS WEST, WITH A CHORD LENGTH OF 56.72 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE SOUTH 78 DEGREES 34 MINUTES 20 SECONDS WEST A DISTANCE OF 108.95 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 11 DEGREES 25 MINUTES 40 SECONDS WEST A DISTANCE OF 165.21 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 86.58 FEET, WITH A
RADIUS OF 162&50 FEET, WITH A CHORD BEARING OF SOUTH 78 DEGREES 11 MINUTES 00
SECONDS WEST, WITH A CHORD LENGTH OF 06.67 FEET TO A 1 W CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 18 DEGREES 26 MINUTES 23 SECONDS WEST A DISTANCE OF 11.30 FEET TO
A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 33.94 FEET, WITH
A RADIUS OF 109.50 FEET, WITH A CHORD BEARING OF NORTH 09 DEGREES 28 MINUTES 37
SECONDS WEST, WITH A CHORD LENGTH OF 33.80 FEET TO A 10 CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 53 SECONDS WEST A DISTANCE OF 471.16 FEET
TO A 112" CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 161.00 FEET
TO A 1/2' CAPPED RON ROD SET FOR CORNER
THENCE SOUTH 00 DEGREES 35 MINUTES 53 SECONDS EAST A DISTANCE OF 6.00 FEET TO A
1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 521.18 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 53 SECONDS WEST A DISTANCE OF 161.00 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 386.00 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 56 SECONDS WEST A DISTANCE OF 125.95 FEET
TO A 112" CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 89 DEGREES 23 MINUTES 57 SECONDS EAST A DISTANCE OF 1357.50 FEET
TO THE POINT OF BEGINNING AND ENCLOSING 11.370 ACRES OF LAND MORE OR LESS.
FLOOD STATEMENT: I HAVE EXAMINED THE F.E.MA. FLOOD INSURANCE RATE MAP FOR
THE CITY OF CARROLLTON, DENTON COUNTY, TEXAS, COMMUNITY NUMBER 480167,
EFFECTIVE DATE 4-1 B-11 AND THAT MAP INDICATES THAT A PORTION OF THIS PROPERTY
IS WITHIN "NOWSHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE 0.2%
ANNUAL CHANCE FLOODPLAIN", A PORTION OF THIS PROPERTY IS WITHIN "SHADED
ZONE X" DEFINED AS "AREAS OF THE 0.2% ANNUAL CHANCE FLOOD; AREAS OF THE 1 %
ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES
FROM THE 1 % ANNUAL CHANCE FLOOD", A PORTION OF THIS PROPERTY IS WITHIN
"ZONE AE" DEFINED AS "SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY
THE 1% ANNUAL CHANCE FLOOD" AND A PORTION OF THIS PROPERTY IS WITHIN "ZONE
AE FLOODWAY" DEFINED AS "THE CHANNEL OF A STREAM PLUS ANY ADJACENT
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF ENCROACHMENT SO THAT THE 1 %
ANNUAL CHANCE FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL INCREASES IN FLOOD
HEIGHTS" AS SHOWN IN PANEL 0570 G OF SAID MAP. THIS FLOOD STATEMENT DOES NOT
IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM
FLOODING OR FLOOD DAMAGE, ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL
OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES.
THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE
SURVEYOR.
UTILITY CERTIFICATE
THIS PLAT CORRECTLY PRESENTS THE REQUIRED EASEMENTS FOR THIS DEVELOPMENT.
f
ATMOS GAS C�///1- V I L!&Cl��
NA� ►4IjLE ry ,Aj Q
COSERV ELECTRIC � X 1 1. , / Izi
NAMEMTUE
ENCOR ELECTRIC NIA
NAMEMTLE
VISIBILITY NOTE:
INTERSECTION VISIBILITY TRIANGLES SHALL HAVE THE DIMENSIONS SPECIFIED
IN SECTION 53.40 ET SEQ. OF THE CARROLLTON CODE OF ORDINANCES.
CH PH 10A, LLC DEVELOPER
BRIGHT REALTY, LLC.
SH 121 SUITE 900
4400 SH 121 SUITE 900
LEW ILLE, TX 75056
LEWISVILLE, TX 75056
CONTACT: AARON KETCHAND
CONTACT: ERIC STANLEY
PHONE:
PHONE: 912-410-6569
PHONE: 972-410-6569
FAX: 972-410-6601
ALL AMERICAN SURVEYING ENGINEER
LANDDESIGN, INC.
111 N. DIXON ST.
5301 ALPHA ROAD, SUITE 24
GAINESVILLE, TX 76240
DALLAS TEXAS, 75240
CONTACT: JOHN E. THOMPSON, 11
CONTACT: BRIAN DENCH
PHONE: 940-665-9105
PHONE: 214-785-6009
STANDARD BUILDING LINE SETBACKS
15' B.L. 15 &L
F--1 1------�
1 I i I
I-1 -jI I-j I-4
in
1 25' GAR. B.L. I 1 25' GAR, B.L. 1
R.O.W.
0
d
FINAL PLAT
CASTLE HILLS -PHASE 10D
CARROLLTON ADDITION
11.370 ACRES OF LAND AND 62 TOTAL LOTS
61 RESIDENTIAL
1 COMMON LOT IIXII
SITUATED IN THE
B. SCHOONOVER SURVEY, ABST. 1209
A. SINGLETON SURVEY, ABST. 1138
T.A. WEST SURVEY, ABST. 1345
CITY OF CARROLLTON, DENTON COUNTY, TEXAS
DRAINAGE AND FLOODWAY EASEMENT
THIS PLAT IS HEREBY ADOPTED BY THE OWNERS AND APPROVED BY THE
CITY OF CARROLLTON (CALLED "CITY") SUBJECT TO THE FOLLOWING
CONDITIONS WHICH SHALL BE BINDING UPON THE OWNERS, THEIR HEIRS,
GRANTEES, SUCCESSO
RS AND ASSIGNS: THE DRAINAGE
AND FLOODWAY
EASEMENT AS SHOWN AND DESCRIBED BY BEARINGS AND DISTANCES ON
THE PLAT IS HEREBY DEDICATED TO THE PUBLIC'S USE FOREVER, BUT
INCLUDING THE FOLLOWING COVENANTS WITH REGARD TO
MAINTENANCE RESPONSIBILITIES. THE EXISTING CREEK OR CREEKS
TRAVERSING ALONG THE DRAINAGE AND FLOODWAY EASEMENT WITHIN
THE LIMITS OF THIS ADDITION, WILL REMAIN AS AN OPEN CHANNEL AT ALL
TIMES AND WILL BE MAINTAINED BY THE OWNERS OF THE LOT OR LOTS
THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES IN
THE DRAINAGE AND FLOODWAY EASEMENT. THE CITY WILL NOT BE
RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF SAID CREEK OR
CREEKS OR FOR ANY DAMAGE TO PRIVATE PROPERTY OR PERSON THAT
RESULTS FROM THE FLOW OF WATER ALONG SAID CREEK, 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 FLOODWAY EASEMENT OR THE NATURAL DRAINAGE
CHANNELS, AS HEREIN ABOVE DEFINED. PROVIDED, HOWEVER, IT IS
UNDERSTOOD THAT IN THE EVENT IT BECOMES NECESSARY FOR THE CITY
TO CONSIDER CHANNELIZING OR ERECTING ANY TYPE OF DRAINAGE
STRUCTURE IN ORDER TO IMPROVE THE STORM DRAINAGE, THEN IN SUCH
EVENT, THE CITY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO
ENTER UPON THE DRAINAGE AND FLOODWAY 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 NATURAL DRAINAGE
CHANNELS TRAVERSING OR ADJACENT TO HIS PROPERTY 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. SHOULD THE PROPERTY OWNER NOT MAINTAIN THE
DRAINAGE COURSE THEN THE CITY MAY PERFORM THE WORK AND ASSESS
THE PROPERTY FOR THE COST OF THE WORK AND IF NOT PAID ATTACH A
LIEN ON ALL PROPERTY IN THE SUBDIVISION. THE NATURAL DRAINAGE
AND CREEKS THROUGH THE DRAINAGE AND FLOODWAY EASEMENT, AS IN
THE CASE OF ALL NATURAL CHANNELS, ARE 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 NATURAL DRAINAGE
CHANNELS. BUILDING AREAS OUTSIDE THE DRAINAGE AND FLOODWAY
EASEMENT LINE SHALL BE TO A MINIMUM FINISHED FLOOR ELEVATION AS
SHOWN ON THE PLAT.
0' 200' 400'
BASIS BEARING:
"BASIS OF BEARING"- N 51"43'20" W, NORTH RIGHT-OF-WAY LINE OF F.M.
544-BASED ON TXDOT CONTROL FOR THE RE -CONSTRUCTION OF F.M.
544 SHOWN ON THE PLANS PREPARED BY FREESE AND NICHOLS DATED
7-17-14 AND TEXAS NORTH CENTRAL 4202 STATE PLANE COORDINATE
SYSTEM NAD 83.
SL9809A G01,S09,CO2,PID35
17579 A1209A B SCHOONOVER TR 3, 11.07AC/ALL
726098 A1345A T.A. WEST TR 3A, .3AC/ALL
CITY FILE NO. PLFP2019-095
SITE
VICINITY MAP
NTS
NOTES:
1. "BASIS OF BEARING"- N 51 "43'20" W, NORTH RIGHT-OF-WAY LINE OF F.M. 544-BASED ON
TXDOT CONTROL FOR THE RE -CONSTRUCTION OF F.M. 544 SHOWN ON THE PLANS
PREPARED BY FREESE AND NICHOLS DATED 7-17-14 AND TEXAS NORTH CENTRAL 4202
STATE PLANE COORDINATE SYSTEM NAD 83 WITH A SCALE FACTOR OF 1.0001514.
2. GPS COORDINATES ARE RECTIFIED TO NAD83 STATE PLANE COORDINATE SYSTEM
NORTH CENTRAL TEXAS ZONE 4202 (FEET).
3. ALL LOT CORNERS WILL BE STAKED USING 1/2 INCH IRON RODS WITH CAP STAMPED
"RPLS 4857".
4. FINISHED FLOOR ELEVATIONS ARE A MINIMUM OF 2 FEET ABOVE THE 100 YEAR FLOOD
PLAIN ELEVATION.
5. SELLING OFF A PORTION OF THIS ADDITION BY METES AND BOUNDS DESCRIPTION
WITHOUT A REPLAT BEING APPROVED BY THE CITY OF CARROLLTON IS A VIOLATION OF
CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF
UTILITIES AND BUILDING PERMITS.
6. SURVEY LINES ARE APPROXIMATE LOCATIONS ONLY, INFORMATION SUPPLIED BY
OTHERS.
7. ALL COMMON AREAS BEING DESIGNATED WITH A "X" SHALL BE OVIMED AND MAINTAINED
BY THE HOMEOWNERS ASSOCIATION.
B. ALL SIDEWALKS WITHIN A SIDEWALK & UTILITY EASEMENT (S&UE) WILL BE MAINTAINED
BY THE ESTATE OWNER.
9. NO TREE SHALL OBSTRUCT/IMPEDE THE VIEW OF ANY STOP SIGN.
10. THE REASON FOR THIS PLAT IS TO SUBDIVIDE 11.370 ACRES INTO 61 RESIDENTIAL LOTS
AND 1 COMMON SPACE LOT.
11. PER COMPREHENSIVE ZONING ORDINANCE, ARTICLE XXV11, SECTION A, (1) (d), THERE
ARE LOTS THAT ARE CONSIDERED A KEY LOT AND WILL HAVE TWO (2) FRONT YARD
SETBACKS, KEY LOTS IN ALL DISTRICTS SHALL HAVE AN EXTERIOR SIDE YARD EQUAL
TO, AND CONSISTENT WITH, THE REQUIRED FROM YARD SETBACK OF THE ADJOINING
LOT. THE FOLLOWING LOTS ARE KEY LOTS:
A. BLOCK A, LOT 58
B. BLOCK D, LOTS 7, 30 & 33
C. BOCK G, LOTS 5 & 8
HOMEOWNERS ASSOCIATION NOTES:
1. THE OWNER OF FEE SIMPLE TITLE TO EVERY INDIVIDUAL LOT OF LAND WITHIN THE
SUBDIVISION MUST BE A MEMBER OF THE HOMEOWNERS ASSOCIATION.
2. THE HOMEOWNERS ASSOCIATION MUST HAVE THE AUTHORITY TO COLLECT
MEMBERSHIP FEES.
3. THE HOMEOWNERS ASSOCIATION MUST BE RESPONSIBLE FOR THE MAWTENANCE OF
ALL COMMON AREAS AND SCREENING WALLS.
4. THE HOMEOWNERS ASSOCIATION MUST GRANT THE CITY THE RIGHT OF ACCESS TO
COMMON AREAS TO ABATE ANY NUISANCES THEREON, AND ATTACH A LIEN FOR THE
PRORATED COST OF ABATEMENT UPON EACH INDIVIDUAL LOT.
& THE HOMEOWNERS ASSOCIATION SHALL INDEMNIFY AND HOLD THE CITY HARMLESS
FROM ANY AND ALL COSTS, EXPENSES, SUITS, DEMANDS, LIABILITIES, DAMAGES, OR
OTHERWISE INCLUDING ATTORNEYS FEES AND COSTS OF SUIT, IN CONNECTION WITH
THE CITY S MAINTENANCE OF COMMON AREAS.
6. THE HOMEOWNERS ASSOCIATION SHALL ENTER INTO A LICENSE AGREEMENT WITH THE
CITY OF CARROLLTON, WHERE ADDITIONAL RIGHT -OW -WAY HAS BEEN DEDICATED FOR
THE PURPOSE OF PROVIDING LANDSCAPING, ADDITIONAL AREAS FOR SIDEWALKS,
WALLS, OR OTHER AMENITIES, AND SHALL BE RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF ALL LANDSCAPE AREAS THAT ARE IN THE PUBLIC RIGHT-OF-WAY.
PLAT REVISION - R.S.C. - 11-18-2020
PLAT REVISION - R.S.C. - 10-20-2020
PLAT REVISION - R.S.C. - 10-16-2020
PLAT REVISION - R.J.H. - 08-20-2019
CASTLE HILLS - PHASE 10 D
CARROLLTON ADDITION
11.370 TOTAL ACRES
61 SINGLE FAMILY RESIDENTIAL TOTAL LOTS
1 COMMON AREA LOTS
SO'LOTS t 9.104 ACRES
DESIGNATED ZONING PD
59 RESIDENTIAL LOTS
BLOCK A, LOTS 2-37
BLOCK B, LOTS 1-10
BLOCK C, LOTS 1-2, 13-23
65' LOTS t 0.6S2 ACRES
DESIGNATED ZONING PD
2 RESIDENTIAL LOTS
BLOCK A, LOTS 38-39
1 COMMON AREA L073
BLOCK A, LOT 4OX
SF -RESIDENTIAL REQUIREMENTS
4,100 S.F. MIN LOT SIZE REQUIRED
1,600 S.F. MIN UNIT SIZE REQUIRED
DENSITY CALCUALTIONS
S.F. RESIDENTIAL DENSITY 2.55 LOTS/AC
CITY OF CARROLLTON SIGNATURE BLOCK
ON THE T_ DAY OF 50PVCJK' 2019, THIS PLAT WAS
DULY APPROVED BY THE PLANNING AND ZONING
COMMISSION OF THE CITY OF CARROLLTON
SIGNED:_
DIRECTOR
ATTEST: {/ -
CITY SECRETARY
SIGNED:
CHAIRMAN PLANNING AND ZONING
TOWN OF HEBRON
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0' 130' 120'
_ 1
LEGEND
A
ARC LENGTH
GAR. B.L.
GARAGE BUILDING LINE
S.U.E.
SIDEWALK & UTILITY EASEMENT (BY THIS
PLAT)
W.&W.M.E.
WALL & WALL MAINTENANCE EASEMENT
(BY THIS PLAT)
V.E.
VISIBILITY EASEMENT (BY THIS PLAT)
MIN. FF
MINIMUM FINISHED FLOOR ELEVATION
— —
SURVEY ABSTRACT LINE
_ — — — —
FLOODZONE DESIGNATION LINE
—
INDIAN CREEK (APPROXIMATE LIMITS)
PROPERTY LINE
•
PROPERTY CORNER
STANDARD BUILDING LINE SETBACKS
15' B.L 15' B.L
I I I i
Im ml im Im o
I I 1
125' GAR. &L J J 25' GAR. B.L J
LMU:j C=+rED-._j
I
N
0
N NQ Itr J $ (4952)
I N R N 10 rn S B9'24'07' W 120.00' S 69'24'07' W 120.00'
4 0 5 g 6 2T 7 8 f 9 0
j 1 2 6000 SQ. FT. 6000 SQ. FT. 6000 SQ. FT. 8 6000 SQ. FT. 600D SQ. FT. g 6000 5a. F g 6000 S0. FT. 8 7088 SQ. FT
7229 SQ FT. . ' 8000 SQ. FT. g $ 8
(1732) $ (1736) (i140) (170) (1748) (1752) (1756) (17W) (1764) (1768j o 8 fG 2 8I IS 22
q BLOCKS, m ?� so0o SQ. FT. soo495
^' q J 13 (4948) 8 8 t )
4 W
I)
c CIRS 120.00
so ao' so.00' So ao' So oo' so ao''� j CIRS S 120.0(1
� m' W
CIR$ 61.18' So.00' 50.00' _50.00, i — — _ — — i L09 (I 21
CIRS' I 600q )Fr.
I o I I I( 120.00'
1 1' II ,'r j • Y ' jig 6yyy ^W,FT.
v 8 JN)
t � '
19
1 ,
i _—.—. _. _ __._ . .
--- — _ I m
r,
I g
6000 SQ. FT
TIN LIB. SIR r 18
_
PK
�� a
rZ
Cz
120.00'
' v
r 1 I i 6000 SQ. FT. w
r f I I 120.00' j
BLOCK 16
I s 60(4929
r'
r i
\ ,
-rn
�i fi-y7y15
4925
i20-OW
600D SO. FT.
14
\ $ (4921)
h,
`\ 120.00'
S 11724'07' W
13,N
1,
E � � 2364 SO.
j f --- (4917)
FINAL PLAT
CASTLE HILLS -PHASE 10D
CARROLLTON ADDITION
11.370 ACRES OF LAND AND 298 TOTAL LOTS
61 RESIDENTIAL
1 COMMON LOT "X"
SITUATED IN THE
B. SCHOONOVER SURVEY, ABST.1209
A. SINGLETON SURVEY, ABST. 1138
T.A. WEST SURVEY, ABST.1345
CITY OF CARROLLTON, DENTON COUNTY, TEXAS
I
I ! 4' w. & wrE CIRS � IhKS Pun
i
- - t CIRS _..
-� IRS
vl�
SL G01,S09,CO2,PID35
6
C11
h
A
,0 40X
J 483?1 w/ FT.
MIN FE 509.3'
I"
�00&
Ti0
>r e F
I N:7071011
i E:2462994
26
16367 SQ. FT.
(1797)
27
10704 SQ. FT.
(49M)
S ��,�• W
136.41'
28
8714 SQ. FT.
(4952)
S BT24'07' W
135.04'
29
6760 SQ. FT.
(4948)
135.36'
6776 SQ. FT.
(4944)
135-W
z
—
31
6792 SQ. FT.
C
(4W)
N
136.W
32
rW-
68M SQ. FT.
a
(49M)
7C
136.32'
33
6824 SQ. FT.
(4932)
136.65'
34
6640 SQ. FT.
(4928)
136.97'
35
(4924)
6857 SQ. FT.
137.29'
36
(4920)
6973 50, fT.
137.61
37
6736 SQ. FT.
(4916)
129.21'
III FF. 511.0'
38
9576 SQ. FT.
(4912)
s 81'46'12' E
113.41'
MIN FR 509.5'
39
14015 SQ. FT.
(4908)
CIRS
I
CIRS
— 5AY
CIRS _
4 't%;
e' cy no
Tg ' S W &
s k rr„«, r SEME"
I t
17579 A1209A B SCHOONOVER TR 3, AC/ALL
726098 A1345A T.A. WEST TR 3A, AC/ALL
CITY FILE NO. PLFP2019-095
PLAT REVISION - R.S.C. - 10-20-2020
PLAT REVISION - R.S.C. - 10-16-2020
PLAT REVISION - R.J.H. - 08-20-2019
111 N. DIXON ST.
GAINESVILLE, TX 76240
PH. 940-665-9105
TBPLS FIRM NO. 10048000
URVUYING
DRAWN BY: DATE: JOB NO. I SCALE: PAGE:
T.A.R. 7/29/2019 CH10C.0 1, = W2 OF 3
J
- I I
1
I I
0
U
I Y
— 5
TOWN OF HEBRON
5' STRIP
— J
5.0' i
511'tew.Nspw� �E�&yam—
f
Filed for Record
In the Official Records Of:
Denton County
On: 12/2/2020 9.25:59 AM
In the PLAT Records
CASTLE HILLS PHASE 101) CARR(
Doc Number: 2020_417
Number of Pages: 3
Amount: 150.00
Order#:202Q1202000184
BY: PA
AREA TABLE
BLOCK A
LOT #
AREA
ADDRESS
WIDTH @ 13' B.L.
2
6548 SQ. FT.
0.15 AC. 1701
LADY BETTYE DR.
50.00,
3
6548 SQ. FT.
0.15 AC. 1705
LADY BETTYE DR.
50.00'
4
6548 SQ. FT.
0.15 AC.
709 LADY BETTYE DR.
50.00'
5
6548 SO. FT.
0.15 AC. 1713
LADY BETTYE DR.
50.00'
6
6548 SQ. FT.
0.15 AC. 1717
LADY BETTYE DR.
50.00'
7
6548 SO. FT.
0.15 AC. 1721
LADY BETTYE DR.
50,00'
8
6548 SO. FT.
0.15 AC.
1725 LADY BETTYE DR.
50.00'
9
6548 SQ, FT.
0.15 AC.
1729 LADY BETTYE DR.
50.00'
10
6549 SO. FT.
0.15 AC.
1733 LADY BETTYE DR.
50.00'
11
6549 SO. FT.
0.15 AC.
737 LADY BETTYE DR.
50.00'
12
6549 SO. FT.
0.15 AC.
1741 LADY BETTYE DR.
50.00'
13
6549 SO. FT.
0.15 AC.
1745 LADY BETTYE DR.
50.00'
14
6549 SQ. FT.
0.15 AC.
1749 LADY BETTYE DR.
50.00'
15
6549 SO, FT.
0.15 AC.
1753 LADY BETTYE DR.
50.00'
16
6549 SO. FT.
0.15 AC.
1757 LADY BETTYE DR.
50.00'
17
6549 SQ. FT.
0.15 AC.
1761 LADY BETTYE DR.
50.00'
18
6550 SQ. FT.
0.15 AC.
765 LADY BETTYE DR.
50.00'
19
6550 SO. FT.
0.15 AC.
1769 LADY BETTYE DR.
50.00'
20
6550 SO. FT.
0.15 AC.
1773 LADY BETTYE DR.
50.00'
21
6550 SO. FT.
0.15 AC.
1777 LADY BETTYE DR.
50.00'
22
6550 SO. FT.
0.15 AC.
1781 LADY BETTYE DR.
50.00'
23
6550 SQ. FT.
0.15 AC.
1785 LADY BETTYE DR.
50.00'
24
6515 SO. FT.
0.15 AC.
1789 LADY BETTYE DR.
50.00'
25
9433 SQ. FT.
0.22 AC.
1793 LADY BETTYE DR.
53.25'
26
16367 SO. FT.
0.38 AC.
1797 LADY BETTYE DR.
7219'
27
10704 SQ. FT.
0.25 AC.
4956 CAVALL DR.
66.65'
28
8714 SQ. FT.
0.20 AC.
4952 CAVALL DR.
52.93'
a�an cn CT
n 1 a Ar
A94R CAVALL DR.
50.00'
30
6776
SQ.
FT.
0.16 AC.
494-4
CAVALL DR.
50.00'
31
6792
SO.
FT,
0.16 AC.
4940
CAVALL DR.
50.00'
32
6808
SO.
FT.
0.16 AC.
4936
CAVALL DR.
50.00'
33
6824 SO.
FT.
0.16 AC.
4932
CAVALL DR.
50.00'
34
6840
SO.
FT.
0.16 AC.
4928
CAVALL DR.
50.00'
35
6857
SQ.
FT.
0.16 AC.
4924
CAVALL DR.
50.00'
36
6873
SO.
FT.
0.16 AC.
4920
CAVALL DR.
50.00'
37
6786
SQ.
FT.
0.16 AC.
4916
CAVALL DR.
50.00'
38
9576
SO.
FT.
0.22 AC.
4912 CAVALL DR.
71.89'
39
14015
SQ.
FT.
0,32 AC.
4908
CAVALL DR.
51.75'
4OX
4831
SQ.
FT.
0.11 AC.
1766
DAME LORI LN.
45.06'
8' MIN SIDEWALK
AND UTILITY ESMT.
4: 1 MAX
3.0'
8' MIN SIDEWALK -
AND UTILITY ESMT.
AREA TABLE
BLOCK C
LOT #
AREA
ADDRESS
WIDTH ® 13' B.L.
1
7567 SQ. FT.
0.17 AC.
4952 WHITE LION LN.
51.53"
2
6000 SQ. FT.
0.14 AC.
4948 WHITE LION LN.
50.00'
13
12364 SO. FT.
0.28 AC.
4917 CAVALL DR.
48.75'
14
6000 SO. FT.
0.14 AC.
4921 CAVALL DR.
48.75'
15
6000 SO. FT.
0.14 AC.
4925 CAVALL DR.
48.75'
16
6000 SQ. FT.
0.14 AC.
4929 CAVALL DR.
48.75'
17
6000 SQ. FT.
0.14 AC.
4933 CAVALL DR.
48.75'
18
6000 so, FT.
0.14 AC.
4937 CAVALL DR.
48.75'
19
6000 SO. FT.
0.14 AC.
4941 CAVALL DR.
48.75'
20
6000 SO. FT.
0.14 AC.
4945 CAVALL DR.
48.75'
21
6000 SO. FT.
0.14 AC.
4949 CAVALL DR.
48.75'
22
6000 SQ. FT.
0.14 AC.
4953 CAVALL DR.
48.75'
23
7546 SO. FT.
0.17 AC.
4957 CAVALL DR.
48.75'
AREA TABLE
BLOCK
B
LOT #
AREA
ADDRESS
WIDTH ® 13' B.L.
1
7229
SQ.
FT.
0.17 AC.
1732
LADY BETTYE
DR.
48.75'
2
6000
SQ.
FT.
0.14 AC.
1736
LADY BETTYE
DR.
50.00'
3
6000 SQ.
FT.
0.14 AC.
1740
LADY BETTYE
DR.
50.00'
4
6000
SO.
FT.
0.14 AC.
1744 LADY BETTYE
DR.
50.00'
5
6000
SO.
FT.
0.14 AC.
1748
LADY BETTYE
DR.
50.00'
6
6000
SQ.
FT.
0.14 AC.
1752
LADY BETTYE
DR.
50.00'
7
6000
SO.
FT.
0.14 AC.
756
LADY BETTYE
DR.
50.00'
8
6000
SO.
FT.
0.14 AC.
1760
LADY BETTYE
DR.
50.00'
9
6000
SQ.
FT.
0.14 AC.
1764
LADY BEI1YE
DR.
50.00'
10
7088
SQ.
FT.
0.16 AC.
1768
LADY BETTYE
DR.
47.58'
Course
Bearing
Distance
L1
S
00058'02"
E
708.042'
L2
S
26020'00"
W
7.014'
L3
S
05032'48"
W
69.046'
L4
S
08013'48"
W
96.383'
L5
S
78034'20"
W
108.952'
L6
N
11°25'40"
W
165.210'
L7
N
18026'23"
W
11.301'
L8
N
00035'53"
W
471.160'
L9
S
89°24'07"
W
161.000'
L10
S
00035'53"
E
6.002'
L11
S
89°24'07"
W
521.183'
L12
N
00°35'53"
W
161.000,
L13
S
89-24-07"
W
386.004'
L14
N
00°35'56"
W
125.950,
L15
N
89°23'57"
E
1357.496'
L16
N
44°24107"
E
21.213'
L17
S
45035'53"
E
21.213'
L18
N
W35'53"
W
50.000'
L19
N
00'35'53"
W
49.000'
L20
N
44'24'074
E
21.211'
TYPICAL STREET SECTION AND UTILITY
LOCATION 41 FT R.O.W. WITH 8' MINIMUM
SIDEWALK AND UTILITY EASEMENT AND
I ROLLOVER CURB I
41.0' ROW
28.5' 1 - 28.5'
5.0' 31.0 B-B
WITH ROLL VER CURBS
SW 2ffZ 3q 37
SEED OR SOD
1' TYP. 2_51,,,,
0
G OSD W0
SSO
19.5'
mm PH AF
N
8' MIN SIDEWALK
AND UTILITY ESMT.
1 MAX
-8' MIN SIDEWALK
AND UTILITY ESMT.
Ule Tads
ff��DWMCE
NOT 24'E 1
1357.50'
L2
SOV 58'E
708.9
13
S2B 20w
7.01'
L4
SOB 33V
69.05'
L5
S0914V
96.38'
L6
S78' 34w
108.95'
L7
N11' 26w
165.21'
LS
MIT 26w
l l-W
L9
NW 36V
471.16'
L10
SW 24V
161.W
LI1
SW WE
6.00'
L12
S89' 24V
521.18'
L13
N00' 361#
161.00'
L14
S89' 24V
M.W
L15
N00' 36w
125.95'
Lib
N89' WE
0.07
U7
1 N8Y 24E
4.00
L78
NOP 36w
125.95'
L19
N44 24E
21,21'
L�
S45 36'E
21.21'
Line Tads
LINE
BEWM I
OISfMICE
L21
N44' 24'E
21.21'
L22
NW 36V
50.00'
L23
NW 36V
49.00'
L25
NOB' 14'E
72.85'
L26
NOV 14'E
23.W
L27
NIN 331
64.59'
L23
NOS 33%
4.46'
L29
N2F 20-E
7.01'
Lao
579 46w
&63'
Curve Tame
CURVE
RQW
ARCH LDM
CWM LENGTH
CHORD BEARW,
DELTA MIGLE
Cl
97.92'
57.55'
55.72'
S39'SW4'W
03340'24'
C2
M25.50'
86.W
86.57'
S7Vll'OD'W
00303'O6'
C3
109.W
33.94'
33W
NO9'28'37"W
0174527'
C4
25.00'
39.27'
35.3C
N45'3553W
090'00'00"
C5
97.92'
57.55'
56.727
S39'56'04'W
033424'
C6
90.00'
26.01,
26.81'
NW.W06T
017*08'00"
C7
90.00'
16.47'
16.45'
N 70Y28T
01929'16'
C8
55.W
32.42'
31.95'
N7940'04'E
03X46'05'
C9
55.00'
72.90Y
67.7V
S4W27'47'E
07558'12'
C10
5&W
34.07'
33.5Y
SD9'16'14'0
03F2V49'
C11
Koo'
29.6Y
29.W
SIT35'12'W
01951'56'
C12
90.00'
13.75'
13.7S
SOT46'40'W
OW45'08'
C13
25.00'
35.13'
32.31'
NW39'16'E
080'919'
55.00'
25.96'
25.7T
S051733E
02T02'42"
55.00'
40.6Y
39.71'
S2T2335'W
04719'33'
rC14-
55.W
46.47'
45.10'
S7445'381V
04824'34'
90.0V
28.61'
28.49'
SDT4241
0191100'
C1
Rad: 97.918'
A: 57.548'
Tan: 29.632'
CA: 33°40124"
Chd: S 39°56'04" W
56.723'
C2
Rad: 1625.50'
A: 86.576'
Tan: 43.298'
CA: 3031129"
Chd: S 78011'00" W
86.566'
C3
Rad: 109.500'
A: 33.937'
Tan: 17.106'
CA: 17045'27"
Chd: N 09°28'37" W
33.801'
FINAL PLAT
C4
Rad: 89.999'
A: 13.748'
Tan: 6.887'
CA: 8"45'08"
Chd: N 03'46'40" E
13.734'
C5
Rad: 89.999'
A: 29.637'
Tan: 14.954'
CA: 18'52'04'
Chd: N 17°35'16" E
29.503'
C6
Rad: 55.000'
A: 34.071'
Tan: 17.602'
CA: 35°29'36"
Chd: N 09°16'07" E
33.529'
C7
Rad: 55.000'
A: 72.925'
Tan: 42.947'
CA: 75"58'10"
Chd: N 46°27'46" W
67.700'
C8
Rad: 55.000'
A: 32.416'
Tan: 16.694'
CA: 33'46'08"
Chd: S 78°40'06" W
31.949'
C9
Rad: 90.000'
A: 16.474'
Tan: 8.260'
CA: 10"29'16"
Chd: S 67"01'28" W
16.451'
C10
Rad: 90.000'
A: 26.913'
Tan: 13.558'
CA: 17°08'00"
Chd: S 80"50'06" W
26.813'
C11
Rad: 56.000'
A: 46.470'
Tan: 24.723'
CA: 48'24'34"
Chd: N 74'45'38" E
45.100'
C12
Rad: 55.000'
A: 40.630'
Tan: 21.292'
CA: 42°19'33"
Chd: N 29°23'35" E
39.712'
C13
Rad: 55.000'
A: 25.961'
Tan: 13.227'
CA: 27°02'42"
Chd: N OS'17'33" W
25.721'
C14
Rad: 90.000'
A: 28.615'
Tan: 14.429'
CA: 18°13'00"
Chd: N 09°42'24" W
28.494'
CASTLE HILLS -PHASE IOD
CARROLLTON ADDITION
11.370 ACRES OF LAND AND 62 TOTAL LOTS
61 RESIDENTIAL
1 COMMON LOT "X"
SITUATED IN THE
B. SCHOONOVER SURVEY, ABST.1209
A. SINGLETON SURVEY, ABST.1138
T.A. WEST SURVEY, ABST.1345
CITY OF CARROLLTON, DENTON COUNTY, TEXAS
CITY FILE NO. PLFP2019-095
FIELD NOTE DESCRIPTION
CASTLE HILLS - PHASE 10D
11.370 ACRES
B. SCHOONOVER SURVEY, A-1209
DENTON COUNTY. TEXAS
FIELD NOTES TO ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE B. SCHOONOVER SURVEY, ABSTRACT NO.
1209, DENTON COUNTY, TEXAS, BEING A PART OF A CALLED 111,616 ACRE TRACT OF LAND DESCRIBED AS TRACT 2 IN DEED TO
CH PH 10A, LLC, AS RECORDED IN DOCUMENT #2018-6641, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN AT A W CAPPED IRON ROD SET FOR
CORNER FROM WHICH THE NORTHEAST CORNER OF SAID 111.616 ACRE TRACT BEARS NORTH 44 DEGREES 23 MINUTES 06
SECONDS EAST A DISTANCE OF 7.06 FEET;
THENCE SOUTH 00 DEGREES 68 MINUTES 02 SECONDS EAST A DISTANCE OF 708.04 FEET TO A 1/2 CAPPED IRON ROD SET FOR
CORNER;
THENCE SOUTH 26 DEGREES 20 MINUTES 00 SECONDS WEST A DISTANCE OF 7.01 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE SOUTH 05 DEGREES 32 MINUTES 48 SECONDS WEST A DISTANCE OF 69.05 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE SOUTH 08 DEGREES 13 MINUTES 48 SECONDS WEST A DISTANCE OF 96.38 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 57.55 FEET, WITH A RADIUS OF 97.92 FEET, WITH A
CHORD BEARING OF SOUTH 39 DEGREES 56 MINUTES 04 SECONDS WEST, WITH ACHORD LENGTH OF 56.72 FEET TO Al
CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 78 DEGREES 34 MINUTES 20 SECONDS WEST A DISTANCE OF 108.95 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 11 DEGREES 25 MINUTES 40 SECONDS WEST A DISTANCE OF 165.21 FEET TO A 112" CAPPED IRON ROD SET
FOR CORNER;
THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 86.50 FEET, WITH A RADIUS OF 1625.50 FEET, WITH A
CHORD BEARING OF SOUTH 78 DEGREES 11 MINUTES 00 SECONDS WEST, WITH A CHORD LENGTH OF 86.57 FEET TO A 1/2"
CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 18 DEGREES 26 MINUTES 23 SECONDS WEST A DISTANCE OF 11.30 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 33.94 FEET, WITH A RADIUS OF 109.50 FEET, WITH A
CHORD BEARING OF NORTH 09 DEGREES 28 MINUTES 37 SECONDS WEST, WITH A CHORD LENGTH OF 33.80 FEET TO A 1/2"
CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 53 SECONDS WEST A DISTANCE OF 471.16 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 161.00 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE SOUTH 00 DEGREES 35 MINUTES 53 SECONDS EAST A DISTANCE OF 6.00 FEET TO A 10 CAPPED IRON ROD SET FOR
CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 521.18 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 53 SECONDS WEST A DISTANCE OF 161.00 FEET TO A 1/2' CAPPED IRON ROD SET
FOR CORNER:
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 386-00 FEET TO A 1/2' CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 56 SECONDS WEST A DISTANCE OF 125.95 FEET TO A 1l2"CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 89 DEGREES 23 MINUTES 57 SECONDS EAST A DISTANCE OF 1357.50 FEET TO THE POINT OF BEGINNING AND
ENCLOSING 11.370 ACRES OF LAND MORE OR LESS.
LEGEND
A
ARC LENGTH
GAR. B.L.
GARAGE BUILDING LINE
S.U.E.
SIDEWALK & UTILITY EASEMENT (BY THIS
PLAT)
W.&W_M.E.
WALL & WALL MAINTENANCE EASEMENT
(BY THIS PLAT)
V.E.
VISIBILITY EASEMENT (BY THIS PLAT)
MIN. FF
MINIMUM FINISHED FLOOR ELEVATION
- -
SURVEY ABSTRACT LINE
- - - -
FLOODZONE DESIGNATION LINE
- -
INDIAN CREEK (APPROXIMATE LIMITS)
PROPERTY LINE
•
PROPERTY CORNER
PLAT REVISION - R.S.C. - 10-20-2020
PLAT REVISION - R.S.C. - 10-16-2020
PLAT REVISION - R.J.M. - 08-20-2019
OWNER'S CERTIFICATION
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS;
THAT CH PH 10A, LLC, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICERS, DOES HEREBY
ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS CASTLE HILLS -PHASE 10D,
CARROLLTON ADDITION, AN ADDITION TO THE CITY OF CARROLLTON, TEXAS AND DOES HEREBY DEDICATE,
IN FEE SIMPLE, TO THE PUBLIC USE FOREVER, THE STREETS, ALLEYS, AND PUBLIC USE AREAS SHOWN
HEREON, AND DOES HEREBY DEDICATE THE EASEMENTS SHOWN ON THE PLAT FOR THE PURPOSES
INDICATED TO THE PUBLIC USE FOREVER, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND
ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER
IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER, OR ACROSS THE EASEMENTS ON SAID
PLAT. 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 A
PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLIC'S
AND CITY OF CARROLLTON'S USE THEREOF. THE CITY OF CARROLLTON AND ANY PUBLIC UTILITY SHALL
HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES,
SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH
THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE
EASEMENTS AND THE CITY OF CARROLLTON ON ANY PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT
OF INGRESS AND EGRESS TO AND FROM AND UPON ANY OF SAID EASEMENTS FOR THE PURPOSE OF
CONSTRUCTING, RECONSTRUCTING, INSPECTING,
PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM
WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. CH PH 10A, LLC,
DOES HEREBY BIND THEMSELVES, THEIR SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND
DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, ALLEYS, EASEMENTS, AND RIGHTS UNTO
THE PUBLIC AGAINST EVERY PERSON WHOMSOEVER LAWFULLY CLAIMING OR TO CLAIM THE SAME OR ANY
PART THEREOF. THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES,
REGULATIONS, AND RESOLUTIONS OF THE CITY OF CARROLLTON.
46
WITNESS MY HAND THIS CV DAY OF F C C t 1 2021
OWNER:
CH PH 10A, LLC
A TEXAS LIMITED LIABILITY COMPANY
Y: BRECO DEVELOPMENT MANAGER, LLC
A TEXAS LIMITED LIABILITY COMPANY
ITS MANAGER
BY: L •A-
CHRISTOPHER R. BRIGHT
CHIEF EXECUTIVE OFFICER
NOTARY CERTIFICATE
STATE OF TEXAS
COUNTY OF Deh�F']
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE ON
THIS DATE PERSONALLY APPEARED CHRISTOPHER ROBERTS BRIGHT. KNOWN TO ME TO BE THE PERSON
WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT
HE/SHE EXECUTED THE SAME OF THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE
CAPACITY THEREIN STATED AND AS THE ACT AND DEED THEREIN STATED (Ord. No. 3 71, 01//01/09)
GIVEN/1%f�VER MY HAAW Ar SEAL FFICE, THIS 0? DAY OF i ! 2021.
NOTARY SIGNATUR
VICKI VAUGHN FRUGE
NOTARY STAMP
Notary Public, State o1 Texas
Comm. Expires 06-05.2023
LIEN HOLDER �,,;;,��Notary ID 4873505
TEXAS CAPITAL BANK,
NATIONAL ASS IATION
BY: /"
NAME: % '�/ 6LRAJ�
TITLE: SR- V/Z'EAAFSi&EAJT
NOTARY CERTIFICATE
STATE OF TEXAS
COUNTY OF
BEFORE ME, THE UNDERSIGNED AUTHORITY A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE ON
THIS DATE PERSONALLY APPEARED - - AJG4#9.y O , KNOWN TO ME TO BE THE
PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME
THAT HE/SHE EXECUTED THE SAME OF THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED AND IN
THE CAPACITY THEREIN STATED AND AS THE ACT AND DEED THEREIN STATED (Ord. No. 3271, 01/01/09)
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS <=A 9 c!!� DAY OF Aq��l 2021.
„u a„
TIFFAN
NO GNATURE `\tipRVPVe r Y WEEER
,Notary Public• State of Texas
NOTARY STAMP 9j+vF Comm. Expires 05-25-2021
Notary ID 131145358 !,
SURVEYOR'S CERTIFICATE
STATE OF TEXAS
THAT I, J.E. THOMPSON, 11, REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT I HAVE
PREPARED THIS PLAT FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE LAND AND THAT THE CORNER
MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN
ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY OF CARROLLTON, TEXAS.
Fi't►o DATED: 'Z! Z p o t srEq a+9J1
J.E. THOMPSON, II * • t
REGISTERED PROFESSIONAL LAND SURVEYOR • • • • • • • • • • • . • . . • •
NO, 4857 J.E. THOMPSON
NOTARY CERTIFICATE � '•'P carp
'1''•..es.s �...
STATE OF TEXAS,
COUNTY OF ( .,
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED J.E. THOMPSON, II,
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND
ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS
THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDE MY HAND AND SEAL OF OFFICE THIS kDAY OF,n� , '-9- 2021.
NOTARY SIGNATURE
Y• D Arendt
NOTARY STAMP Ky Co res
g+' My Commisum ExW
° • v 05MB12023
11) No.12909182
WHEREAS CH PH 10A, U.C. IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF
LAND SITUATED IN THE B. SCHOONOVER SURVEY, ABSTRACT NO. 1209, DENTON COUNTY,
TEXAS, BEING A PART OF A CALLED 111.616 ACRE TRACT OF LAND DESCRIBED AS TRACT 2
IN DEED TO CH PH 10A, LLC, AS RECORDED IN DOCUMENT #2018-6641, REAL PROPERTY
RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN AT A
%" CAPPED IRON ROD SET FOR CORNER FROM WHICH THE NORTHEAST CORNER OF
SAID 111.616 ACRE TRACT BEARS NORTH 44 DEGREES 23 MINUTES O6 SECONDS EAST A
DISTANCE OF 7.05 FEET;
THENCE SOUTH 00 DEGREES 58 MINUTES 02 SECONDS EAST A DISTANCE OF 708.04 FEET
TO A 112' CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 26 DEGREES 20 MINUTES 00 SECONDS WEST A DISTANCE OF 7.01 FEET TO
A 112' CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 05 DEGREES 32 MINUTES 46 SECONDS WEST A DISTANCE OF 69.05 FEET TO
A 1/2' CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 08 DEGREES 13 MINUTES 48 SECONDS WEST A DISTANCE OF 96.38 FEET TO
A 112" CAPPED IRON ROD SET FOR CORNER;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 57.56 FEET, WITH
A RADIUS OF 97.92 FEET, WITH A CHORD BEARING OF SOUTH 39 DEGREES 56 MINUTES 04
SECONDS WEST, WITH A CHORD LENGTH OF 56.72 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE SOUTH 78 DEGREES 34 MINUTES 20 SECONDS WEST A DISTANCE OF 108.95 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 11 DEGREES 25 MINUTES 40 SECONDS WEST A DISTANCE OF 165.21 FEET
TO A 112' CAPPED IRON ROD SET FOR CORNER;
THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 86.58 FEET, WITH A
RADIUS OF 1625.50 FEET, WITH A CHORD BEARING OF SOUTH 78 DEGREES 11 MINUTES 00
SECONDS WEST, WITH A CHORD LENGTH OF 86.57 FEET TO A 1W CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 18 DEGREES 26 MINUTES 23 SECONDS WEST A DISTANCE OF 11.30 FEET TO
A 112' CAPPED IRON ROD SET FOR CORNER;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 33.94 FEET, WITH
A RADIUS OF 109.50 FEET, WITH A CHORD BEARING OF NORTH 09 DEGREES 28 MINUTES 37
SECONDS WEST, WITH A CHORD LENGTH OF 33.80 FEET TO A 1/2' CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 53 SECONDS WEST A DISTANCE OF 471.16 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 161.00 FEET
TO A 1/7 CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 00 DEGREES 35 MINUTES 53 SECONDS EAST A DISTANCE OF 6.00 FEET TO A
1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 521.18 FEET
TO A 1/2' CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 53 SECONDS WEST A DISTANCE OF 161.00 FEET
TO A 112' CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 386.00 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 56 SECONDS WEST A DISTANCE OF 125.95 FEET
TO A 1/2" CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 89 DEGREES 23 MINUTES 57 SECONDS EAST A DISTANCE OF 1357.50 FEET
TO THE POINT OF BEGINNING AND ENCLOSING 11.370 ACRES OF LAND MORE OR LESS.
CITY SIGNATURE BLOCK
ON THE I f N DAY OF TFLi 1- 2021. THIS AMENDING PLAT WAS APPROVED BY THE CITY
MANAGER, THE DIRECTOR OF DEVELOPMENT SERVICES, OR OTHER CITY MANAGER DESIGNEE.
SIGNED :. ATTEST:
TITLE: ' `` •����GT"
....iT
SECRETARY O
;U 2
f
FLOOD STATEMENT: I HAVE EXAMINED THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR
THE CITY OF CARROLLTON, DENTON COUNTY, TEXAS, COMMUNITY NUMBER 480167,
EFFECTIVE DATE 4-18-11 AND THAT MAP INDICATES THAT A PORTION OF THIS PROPERTY
IS WITHIN "NON -SHADED ZONE X" DEFINED AS "AREAS DETERMINED TO BE OUTSIDE 0.2%
ANNUAL CHANCE FLOODPLAIN", A PORTION OF THIS PROPERTY IS WITHIN "SHADED
ZONE X" DEFINED AS "AREAS OF THE 0.2% ANNUAL CHANCE FLOOD; AREAS OF THE 1 %
ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH
DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES
FROM THE 1 % ANNUAL CHANCE FLOOD", A PORTION OF THIS PROPERTY IS WITHIN
"ZONE AE" DEFINED AS "SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY
THE 1% ANNUAL CHANCE FLOOD" AND A PORTION OF THIS PROPERTY IS WITHIN "ZONE
AE FLOODWAY" DEFINED AS 'THE CHANNEL OF A STREAM PLUS ANY ADJACENT
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF ENCROACHMENT SO THAT THE 1%
ANNUAL CHANCE FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL INCREASES IN FLOOD
HEIGHTS" AS SHOWN IN PANEL 0570 G OF SAID MAP. THIS FLOOD STATEMENT DOES NOT
IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE FROM
FLOODING OR FLOOD DAMAGE, ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL
OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES.
THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE
SURVEYOR.
UTILITY CERTIFICATE
THIS PLAT CORRECTLY PRESENTS THE REQUIRED SEMENTS FOR THIS DEVELOPMENT.
ATMOS GAS "- CC j dl-4 ggqw0 "f
NAMWIII_E�
COSERV ELECTRIC D� 7) - 6. 1 e__CQ(_1�S Aamq n.
NAME/TIT
ENCOR ELECTRIC M/ A
NAME/TITLE
VISIBILITY NOTE:
INTERSECTION VISIBILITY TRIANGLES SHALL HAVE THE DIMENSIONS SPECIFIED
IN SECTION 53.40 ET SEQ. OF THE CARROLLTON CODE OF ORDINANCES.
® - AMENDED LOTS 25-28, BLOCK A
DRAINAGE AND FLOODWAY EASEMENT
THIS PLAT IS HEREBY ADOPTED BY THE OWNERS AND APPROVED BY THE
CITY OF CARROLLTON (CALLED "CITY") SUBJECT TO THE FOLLOWING
CONDITIONS WHICH SHALL BE BINDING UPON THE OWNERS, THEIR HEIRS,
GRANTEES, SUCCESSORS AND ASSIGNS: THE DRAINAGE AND FLOODWAY
EASEMENT AS SHOWN AND DESCRIBED BY BEARINGS AND DISTANCES ON
THE PLAT IS HEREBY DEDICATED TO THE PUBLIC'S USE FOREVER, BUT
INCLUDING THE FOLLOWING COVENANTS WITH REGARD TO
MAINTENANCE RESPONSIBILITIES. THE EXISTING CREEK OR CREEKS
TRAVERSING ALONG THE DRAINAGE AND FLOODWAY EASEMENT WITHIN
THE LIMITS OF THIS ADDITION, WILL REMAIN AS AN OPEN CHANNEL AT ALL
TIMES AND WILL BE MAINTAINED BY THE OWNERS OF THE LOT OR LOTS
THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES IN
THE DRAINAGE AND FLOODWAY EASEMENT. THE CITY WILL NOT BE
RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF SAID CREEK OR
CREEKS OR FOR ANY DAMAGE TO PRIVATE PROPERTY OR PERSON THAT
RESULTS FROM THE FLOW OF WATER ALONG SAID CREEK, 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 FLOODWAY EASEMENT OR THE NATURAL DRAINAGE
CHANNELS, AS HEREIN ABOVE DEFINED. PROVIDED, HOWEVER, IT IS
UNDERSTOOD THAT IN THE EVENT IT BECOMES NECESSARY FOR THE CITY
TO CONSIDER CHANNELIZING OR ERECTING ANY TYPE OF DRAINAGE
STRUCTURE IN ORDER TO IMPROVE THE STORM DRAINAGE, THEN IN SUCH
EVENT, THE CITY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO
ENTER UPON THE DRAINAGE AND FLOODWAY 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 NATURAL DRAINAGE
CHANNELS TRAVERSING OR ADJACENT TO HIS PROPERTY 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. SHOULD THE PROPERTY OWNER NOT MAINTAIN THE
DRAINAGE COURSE THEN THE CITY MAY PERFORM THE WORK AND ASSESS
THE PROPERTY FOR THE COST OF THE WORK AND IF NOT PAID ATTACH A
LIEN ON ALL PROPERTY IN THE SUBDIVISION. THE NATURAL DRAINAGE
AND CREEKS THROUGH THE DRAINAGE AND FLOODWAY EASEMENT, AS IN
THE CASE OF ALL NATURAL CHANNELS, ARE 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 NATURAL DRAINAGE
CHANNELS. BUILDING AREAS OUTSIDE THE DRAINAGE AND FLOODWAY
EASEMENT LINE SHALL BE TO A MINIMUM FINISHED FLOOR ELEVATION AS
SHOWN ON THE PLAT.
AMENDING PLAT
CASTLE HILLS -PHASE 10D
CARROLLTON ADDITION
BASIS BEARING:
"BASIS OF BEARING"- N 51"43'20" W, NORTH RIGHT-OF-WAY LINE OF F.M.
544-BASED ON TXDOT CONTROL FOR THE RE -CONSTRUCTION OF F.M.
544 SHOWN ON THE PLANS PREPARED BY FREESE AND NICHOLS DATED
7-17-14 AND TEXAS NORTH CENTRAL 4202 STATE PLANE COORDINATE
SYSTEM NAD 83.
N
0' 200' 400'
SITE
M1
VICINITY MAP
NTS
NOTES:
1. "BASIS OF BEARING"- N 51"43'20" W, NORTH RIGHT-OF-WAY LINE OF F.M. 544-BASED ON
TXDOT CONTROL FOR THE RE -CONSTRUCTION OF F.M. 544 SHOWN ON THE PLANS
PREPARED BY FREESE AND NICHOLS DATED 7-17-14 AND TEXAS NORTH CENTRAL 4202
STATE PLANE COORDINATE SYSTEM NAD 83 WITH A SCALE FACTOR OF 1.0001514.
2. GPS COORDINATES ARE RECTIFIED TO NAD83 STATE PLANE COORDINATE SYSTEM
NORTH CENTRAL TEXAS ZONE 4202 (FEET).
3. ALL LOT CORNERS WILL BE STAKED USING 1/2 INCH IRON RODS WITH CAP STAMPED
"RPLS 4857.
4. FINISHED FLOOR ELEVATIONS ARE A MINIMUM OF 2 FEET ABOVE THE 100 YEAR FLOOD
PLAIN ELEVATION.
5. SELLING OFF A PORTION OF THIS ADDITION BY METES AND BOUNDS DESCRIPTION
WITHOUT A REPLAT BEING APPROVED BY THE CITY OF CARROLLTON IS A VIOLATION OF
CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF
UTILITIES AND BUILDING PERMITS.
6. SURVEY LINES ARE APPROXIMATE LOCATIONS ONLY, INFORMATION SUPPLIED BY
OTHERS.
7. ALL COMMON AREAS BEING DESIGNATED WITH A "X" SHALL BE OWNED AND MAINTAINED
BY THE HOMEOWNERS ASSOCIATION.
8. ALL SIDEWALKS WITHIN A SIDEWALK & UTILITY EASEMENT (S&UE) WILL BE MAINTAINED
BY THE ESTATE OWNER.
9. NO TREE SHALL OBSTRUCTAMPEDE THE VIEW OF ANY STOP SIGN.
10.THE REASON FOR THIS PLAT IS TO SUBDIVIDE 11.370 ACRES INTO 61 RESIDENTIAL LOTS
AND 1 COMMON SPACE LOT.
11.PER COMPREHENSIVE ZONING ORDINANCE, ARTICLE XXV11, SECTION A, (1) (d), THERE
ARE LOTS THAT ARE CONSIDERED A KEY LOT AND WILL HAVE TWO (2) FRONT YARD
SETBACKS, KEY LOTS IN ALL DISTRICTS SHALL HAVE AN EXTERIOR SIDE YARD EQUAL
TO, AND CONSISTENT WITH, THE REQUIRED FROM YARD SETBACK OF THE ADJOINING
LOT. THE FOLLOWING LOTS ARE KEY LOTS:
A. BLOCK A, LOT 58
B. BLOCK D, LOTS 7, 30 & 33
C. BOCK G, LOTS 5 & 8
123HE PURPOSE OF THE AMENDED PLAT IS TO ADJUST LOT LINES ON LOTS 25-28, BLOCK A.
HOMEOWNERS ASSOCIATION NOTES:
1. THE OWNER OF FEE SIMPLE TITLE TO EVERY INDIVIDUAL LOT OF LAND WITHIN THE
SUBDIVISION MUST BE A MEMBER OF THE HOMEOWNERS ASSOCIATION.
2. THE HOMEOWNERS ASSOCIATION MUST HAVE THE AUTHORITY TO COLLECT
MEMBERSHIP FEES.
3. THE HOMEOWNERS ASSOCIATION MUST BE RESPONSIBLE FOR THE MAINTENANCE OF
ALL COMMON AREAS AND SCREENING WALLS.
4. THE HOMEOWNERS ASSOCIATION MUST GRANT THE CITY THE RIGHT OF ACCESS TO
COMMON AREAS TO ABATE ANY NUISANCES THEREON, AND ATTACH A LIEN FOR THE
PRORATED COST OF ABATEMENT UPON EACH INDIVIDUAL LOT.
5. THE HOMEOWNERS ASSOCIATION SHALL INDEMNIFY AND HOLD THE CITY HARMLESS
FROM ANY AND ALL COSTS, EXPENSES, SUITS, DEMANDS, LIABILITIES, DAMAGES, OR
OTHERWISE INCLUDING ATTORNEYS FEES AND COSTS OF SUIT, IN CONNECTION WITH
THE CITY'S MAINTENANCE OF COMMON AREAS.
6. THE HOMEOWNERS ASSOCIATION SHALL ENTER INTO A LICENSE AGREEMENT WITH THE
CITY OF CARROLLTON, WHERE ADDITIONAL RIGHT -OW -WAY HAS BEEN DEDICATED FOR
THE PURPOSE OF PROVIDING LANDSCAPING, ADDITIONAL AREAS FOR SIDEWALKS,
WALLS, OR OTHER AMENITIES, AND SHALL BE RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF ALL LANDSCAPE AREAS THAT ARE IN THE PUBLIC RIGHT-OF-WAY.
BRIGHT REALTY, LLC. STANDARD BUILDING LINE SETBACKS
11.370 ACRES OF LAND AND 62 TOTAL LOTS
OWNER
CH PH 10A, LLC DEVELOPER
4400 SH 121 SUITE 900
4400 SH 121 SUITE 900
LEWISVILLE, TX 75056 15' B.L. 15" B.L.
61 RESIDENTIAL
LEWISVILLE, TX 75056
CONTACT: ERIC STANLEY
_
CONTACT: AARON KETCHAND __1 r -I
PHONE:972-410-6569
1 COMMON LOT ■IXII
PHONE: 972410-6569
FAX: 972-410-6601
mi I� Im
SITUATED IN THE
in ��' �^
° B. SCHOONOVER SURVEY, ABST. 1209
SURVEYOR
ALL AMERICAN SURVEYING ENGINEER
111 N. DIXON ST.
GAINESVILLE, TX 76240
LANDDESIGN, INC. I I I
5301 ALPHA ROAD, SUITE 24 125' GAR. B.L.I I 25' GAR. BJ_ I
DALLAS TEXAS, 75240 C ] $a.:J C _ 111m _ J
CITY FILE NO. PLAP 2021-25
A SINGLETON SURVEY , ABST 1138 111 N. DI
CONTACT: JOHN E. THOMPSON, 11
PHONE: 940-665-9105
CONTACT: BRIAN DENCH
PHONE: 214-785-6009
GAINESVILL
T.A. WEST SURVEY, ABST. 1345 L PH. 940-1
TBPLS FIRM I
R.°'"/
IUCl11N
CITY OF CARROLLTON, DENTON COUNTY, TEXAS U R V l YI N O
DRAWN BY: DATE: JOB NO. SCAL
CASTLE HILLS- PHASE 10 D
CARROLLTON ADDITION
11.370 TOTAL ACRES
61 SINGLE FAMILY RESIDENTIAL TOTAL LOTS
1 COMMON AREA LOTS
SO' LOTS t 9.104 ACRES
DESIGNATED ZONING PD
59 RESIDENTIAL LOTS
BLOCK A, LOTS 2-37
BLOCK B, LOTS 1-10
BLOCK C, LOTS 1-2, 13-23
65' LOTS t 0.65Z ACRES
DESIGNATED ZONING PD
2 RESIDENTIAL LOTS
BLOCK A, LOTS 38-39
1 COMMON AREA LOTS
BLOCK A, LOT 4OX
SF -RESIDENTIAL REQUIREMENTS
4,100 S.F. MIN LOT SIZE REQUIRED
1,600 S.F. MIN UNIT SIZE REQUIRED
DENSITY CALCUALTIONS
S.F. RESIDENTIAL DENSITY 2.55 LOTS/AC
REVISED DATE: 03-30-2021
G
a
m
a
5iE
R.R. HARDZN SURVEY
ABSTRACT NO. 613
TOWN OF HEBRON
5' STRIP
TOWN OF HEBRON
5' STRIP
51 r & ffmx &
AmIlEmm"Ev
(or w mr)
5/8' IRF
I
- - --- = 50W W.uu
L -27&69 -- - - - - - - - - - 50.00r - 50.00, 55o.owcr F50.0W_
__j BLOCK
7 1 .. . . . . . . . . A 25
4'X & N
(29r W PIA r CARROLLTON CITY LIMITS 14 19 20 z: 21 22 n 23 n 24 b! 10913 SQ. FT &
6549 SO. FT- j 15 16 17 18 Fr. 6550 SQ. Fr. V50 SO. Fr. 6550 SO. n. 6515 SO. FT. (1793)
9 11 12 (1749) a SQ 6550 SQ. FT. ig 65M SO. Fr. i (1789)
8 g (1785)
Fr. FT. FT. 549 so. FT. &w so. Fr. 6549 so. Fr. mo - (1781)
2 3 4 5 6 7 65 6549 SO. 6W SQ' FT' *'13 - - (1757) (1761) (1769) (1773) OTM < r"
48 SQ. Fr. 654s So. Fr. ISM SO. Fr. (4 . Fr. �e 6548 SO. 11650 SQ. (1753) (1765)
ffill Fr. (1 50. Fr. 65(1713) 1 8S) L (17 (1733) (1737) (1741) 6549 FT.
6548 SO. Fr. (1717) (1721) 7250 29) so.
7SOGi) 705)
(1709) 1.
'/---xzwamw (1745)yam` 679
SAW LK E45UW &SiRv amm
7 Xr. AV. 06-117= R.macr. iZEWYC IK MOW
7-ff;= APRACT 10, S & UE (8Y W RA I) CID All'
10, MY 7AK FIA71 50.00,
& ioior 50
.00, 50.00. P-50-CWT-t __50.00��_llv
5om- L13 Saw 50 no, an, (1700 BLOCK) LADY BETTYE DR. (41 R.O.W.) -4
CIRS 7 S 89024'07" W 1553.56' 281.00' R-55
562. 18'
95.OD'
710.38' - 45.00 105.6t
215.6' 46.18 -50.00 50.w 50.W 50.00 50.00' 50.00' 5OX T- & ul
107S -&U.E pr w mo
(8r )W PLAT) 23
7567 SO. Fr. 7546 SO. Fr.
�4 It WE, (4957)
(5682)
c%l
S 8V24'07" W 12D.OW
cn
S W24'0'r W 120.OW
5 9 6 7 8 10
2 3 4 t3 3 SO. Fr. SWO SQ. Fr. 6000 SO. FT. 6000 SQ. Frl.%A 600D SQ. FT. 7088 SO. FT.
SO. 60DO SO. n. 9600 -%8 2 22
7229 so. Fr. b! gWM Fr. 6000 SO. Fr. . (1748) (1752) (1756) (1760) (1764) (1768)
(1732) (1736) (170) (170) SO. Fr.
BLOCK 6000 SO. Fr. (495.5)
44 B
& WME
IVY W PLA 12D.W CIRS 120.00'
CIRS I I
50.00* 50 00' 60.001"
50.00' 50.W 1 1 50-0(y S W2407' W
61.18' 50.00 50.00' 50.00, - Log
CIRS 2
21
Lil So.
FT.
I I F'R50144069.
12106
60D NAIL 20
FND
WW(4 4%
(TOWN OFHEBRON
-
5' STRIP
V7Za &OW J
DX #a 07-39M
RhUCT
'oy Tpls' iK�
Cm�ROLLTONIDTY UMIT�
II
A,
51 1 & fxE & I I I j ���� f/ %
pmo 7E AWN" Ew
ZONE AE
SCALED FROM FEMA F.I.R.M.
129
LEGEND
A
ARCLENGTH
GAR. B.L.
GARAGE BUILDING LINE
S.U.E.
SIDEWALK & UTILITY EASEMENT (BY THIS
PLAT)
W.&W.M.E.
WALL & WALL MAINTENANCE EASEMENT
(BY THIS PLAT)
V.E.
VISIBILITY EASEMENT (BY THIS PLAT)
MIN. FF
MINIMUM FINISHED FLOOR ELEVATION
SURVEY ABSTRACT LINE
FLOODZONE DESIGNATION LINE
INDIAN CREEK (APPROXIMATE LIMITS)
PROPERTY LINE
•
PROPERTY CORNER
BLOCK
F
STANDARD BUILDING LINE SETBACKS
F_ 75 F-L 7 1 F - 17_ IfT - _1
Im -I
CAK B ' L
L _ t7rZ
R.O.W.
SIR DUSTIN LN.
AMENDING PLAT
CASTLE HILLS -PHASE 10D
CARROLLTON ADDITION
11.370 ACRES OF LAND AND 62 TOTAL LOTS
61 RESIDENTIAL
1 COMMON LOT lixil
SITUATED IN THE
B. SCHOONOVER SURVEY, ABST. 1209
A. SINGLETON SURVEY, ABST. 1138
T.A. WEST SURVEY, ABST. 1345
CITY OF CARROLLTON, DENTON COUNTY, TEXAS
120.(V
19
ww SQ. FT oo
(4941)
120.00,
lt;�a 9
18
C"' (4937)
PK �
120.00'r-
CD
4�
17
6000 SO. FT.
(4933)
120.00'
- ------------
16
(492)9
120.00'
15
rrl
'7492n5.
120.00'
r- 14
6000 SQ. FT.
(4921)
S B9'24'07* W
12364 SO. Fr.
------- (4917)
4'W & WM-E
(by PC 4W W '& M-E at
CIRS PLO)
CIRS -------
CIRSrya
IRS
N:7071011.79
E:2462994.76
5.0
26
16217 SO. Fr.
(1797)
*41
7
11&90 2Sl' FT.
(49561)
N W24'07' E 133.77'
28
6740 SQ. I'L
(4952)
s BF24'07* W
135.04'
29
6760 S. F.
(4948)
135.36'
4 'o 0
I 0 4
M
2
2 4
2
S
5 0 9 Q 2
0
7
4
F
W
76 JF
T (4948)
1 35 . 36
3 0
0
U76 SQ. Fr. 10:0
(494)
1 W 8
35.6W
31
6792 SO. FT.
(4940)
136.00'
32
6WO SQ. Fr. a r:l
(4936)
136.32'
33
6824 SQ. FT.
(4932)
lX65'
34
6840 SQ. Fr.
(4928)
13&97'
35
'4124�
6857 SQ Fr.
137.W
36
(4920)
6873 sQ. Fr.
137.61
37
6786 SQ. FT.
(4916)
129.21'
MIN FF. 511.0'
38
9576 SO. Fr.
(4912)
S87-461 12.
113.41,
MN FF- 5M.5'
...... 39
14015 SO. FT.
40X (ON)
AIWI SO FT. ul
(1766) CIRS
IN FF, 509. 31
CIRS
MAV 603.96
45.06 4, W #
ZVI-
CIRS (BY
S
i
B, 0; I'X
AOL P12(Y'05f.a W4 7L,,,'
CITY FILE NO. PLAP 2021-25
- AMENDED LOTS 25-28, BLOCK A
TOWN OF HEBRON
5' STRIP
5.0'
5'X & WAig et
off aumx Ew
(8r 7hFS RAI)
RS
REVISED DATE: 03-30-2021
E
AREA TABLE
BLOCK A
LOT #
AREA
ADDRESS
WIDTH ® 13' B.L.
2
6548
SQ.
FT.
0.15 AC.
1701 LADY BETTYE
DR.
50.00'
3
6548
SQ.
FT.
0.15 AC.
1705 LADY BETTYE
DR.
50.00'
4
6548
SQ.
FT.
0.15 AC.
1709 LADY BETTYE
DR.
50.00'
5
6548
SQ.
FT.
0.15 AC.
1713 LADY BETTYE
DR.
50.00'
6
6548
SO.
FT.
0.15 AC.
1717 LADY BETTYE
DR.
50.00'
7
6548
SQ.
FT.
0.15 AC.
1721 LADY BETTYE
DR.
50.00'
8
6548
SQ.
Fr.
0.15 AC.
725 LADY BETTYE
DR.
50.00'
9
6548
SQ.
FT.
0.15 AC.
1729 LADY BETTYE
DR.
50.00'
10
6549
SQ.
FT.
0.15 AC.
1733 LADY BETTYE
DR.
50.00'
11
6549
SQ.
FT.
0.15 AC.
1737 LADY BETTYE
DR.
50.00'
12
6549
SQ.
FT.
0.15 AC.
1741 LADY BETTYE
DR.
50.00'
13
6549
SO.
FT.
0.15 AC.
1745 LADY BETTYE
DR.
50.00'
14
6549
SQ.
FT.
0.15 AC.
1749 LADY BETTYE
DR.
50.00'
15
6549
SQ.
FT.
0.15 AC.
1753 LADY BETTYE
DR.
50.00'
16
6549
SQ.
FT.
0.15 AC.
1757 LADY BETTYE
DR.
50.00'
17
6549
SQ.
FT.
0.15 AC.
1761 LADY BETTYE
DR.
50.00'
18
6550
SQ.
FT.
0.15 AC.
1765 LADY BETTYE
DR.
50.00'
19
6550
SO.
FT.
0.15 AC.
1769 LADY BETTYE
DR,
50.00'
20
6550
SO.
FT.
0.15 AC.
1773 LADY BETTYE
DR.
50.00'
21
6550
SO.
FT.
0.15 AC.
1777 LADY BETTYE
DR.
50.00'
22
6550
SQ.
FT.
0.15 AC.
1781 LADY BETTYE
DR.
50.00'
23
6550
SQ.
FT.
0.15 AC.
1785 LADY BETTYE
DR.
50.00'
24
6515
SQ.
FT.
0.15 AC.
1789 LADY BETTYE
DR.
50.00'
25
10913
SQ.
FT.
0.25 AC.
1793 LADY BETTYE
DR.
67.91.
26
16217
SQ.
FT.
0.37 AC.
1797 LADY BETTYE
DR.
69.97'
27
11350
SO.
FT.
0.26 AC.
4956 CAVALL DR.
68.61'
28
6740
SQ.-FT.-
0.15 AC.
4952 CAVALL DR.
50.06'
29
6760
SQ.
FT.
0.16 AC.
4948 CAVALL DR.
50.00'
30
6776
SQ.
FT.
0.16 AC.
4944 CAVALL DR.
50.00'
31
6792
SQ.
FT.
0.16 AC.
4940 CAVALL DR.
50.00'
32
6808
SQ.
FT.
0.16 AC.
4936 CAVALL DR.
50.00'
33
6824
SQ.
FT.
0.16 AC.
4932 CAVALL DR.
50.00'
34
6840
SQ.
FT.
0.16 AC.
4928 CAVALL DR.
50.00'
35
6857
SQ.
FT.
0.16 AC.
4924 CAVALL DR.
50.00'
36
6873
SQ.
FT.
0.16 AC.
4920 CAVALL DR.
50.00'
37
6786
SO.
FT.
0.16 AC.
4916 CAVALL DR.
50.00'
38
9576
SQ.
FT.
0.22 AC.
4912 CAVALL DR.
72.85'
39
14015
SQ.
FT.
0.32 AC.
4908 CAVALL DR.
56.98'
40X
4831
SQ.
FT.
0.11 AC.
1766 DAME LORI LN.
45.93'
AREA TABLE
BLOCK C
LOT #
AREA
ADDRESS
WIDTH @ 13' B.L.
1
7567 SQ. FT.
0.17 AC.
4952 WHITE UON LN.
54.00'
2
6000 SO. FT.
0.14 AC.
4948 WHITE LION LN.
50.00'
13
12364 SQ. FT.
0.28 AC.
4917 CAVALL DR.
81.91'
14
6000 SQ. FT.
0.14 AC.
4921 CAVALL DR.
50.00'
15
6000 SO. FT.
0.14 AC.
4925 CAVALL DR.
50.00'
16
6000 SO. FT.
0.14 AC.
4929 CAVALL DR.
50.00'
17
6000 SQ. FT.
0.14 AC.
4933 CAVALL DR.
50.00'
18
6000 SQ. FT.
0.14 AC.
4937 CAVALL DR.
50.00'
19
6000 SO. FT.
0.14 AC.
4941 CAVALL DR.
50.00'
20
6000 SQ. FT.
0.14 AC.
4945 CAVALL DR.
50.00'
21
6000 SQ. FT.
0.14 AC.
4949 CAVALL DR.
50.00'
22
6000 SO. FT.
10.14 AC.
1 4953 CAVALL DR.
50.00'
23
7546 SO. FT.
1 0.17 AC.
1 4957 CAVALL DR.
64.00'
AREA TABLE
BLOCK
B
LOT #
AREA
ADDRESS
WIDTH ® 13' B.L.
1
7229
SQ.
FT.
0.17 AC.
1732
LADY
BETTYE DR.
61.18'
2
6000
SQ.
FT.
0.14 AC.
1736
LADY
BETTYE DR.
50.00'
3
6000
SQ.
FT.
0.14 AC.
1740
LADY
BETTYE DR.
50.00'
4
6000
SQ.
FT.
0.14 AC.
1744
LADY
BETTYE DR.
50.00'
5
6000
SQ.
FT.
0.14 AC.
1748
LADY
BETTYE DR.
50.00'
6
6000
SQ.
Fr.
0.14 AC.
1752
LADY
BETTYE DR.
50.00'
7
6000
SQ.
FT.
0.14 AC.
1756
LADY
BETTYE DR.
50.00'
8
6000
SQ.
FT.
0.14 AC.
1760
LADY BETTYE DR.
50.00'
9
6000
SQ.
FT.
0.14 AC.
1764
LADY
BETTYE DR.
50.00'
10
7088
SO.
FT.
1 0.16 AC.
1768
LADY
BETTYE DR.
60.00'
Course
Bearing
Distance
L1
S
00058102"
E
708.042'
L2
S
26020'00"
W
7.014'
L3
S
05032'48"
W
69.046'
L4
S
08013'48"
W
96.383'
L5
S
78034'20"
W
108.952'
L6
N
11025'40"
W
165.210'
L7
N
18026'23"
W
11.301'
L8
N
00035'53"
W
471.160'
L9
S
89024'07"
W
161.000'
L10
S
00035'53"
E
6.002'
L11
S
89024'07"
W
521.183'
L12
N
00035'53"
W
161.000'
L13
S
89°24'07"
W
386.004'
L14
N
00°35'56"
W
125.950'
L15
N
89°23'57"
E
1357.496'
L16
N
44°24'07"
E
21.213'
L17
S
45035'53"
E
21.213'
L18
N
00°35'53"
W
50.000'
L19
N
00035'53"
W
49.000'
L20
N
44°24'07"
E
21.211'
SL9809A - S099 CO2, P I D35
966057-
CASTLE HILLS -
PHASE
1 OD
BLK
A
LOT
25-ALL
966058-
CASTLE HILLS -
PHASE
1 OD
BLK
A
LOT
26-ALL
966059-
CASTLE HILLS-
PHASE
1 OD
BLK
A
LOT
27-ALL
966060
- CASTLE
HILLS
PHASE
1 OD
BLK
A
LOT
28-ALL
TYPICAL STREET SECTION AND UTILITY
LOCATION 41 FT R.O.W. WITH 8' MINIMUM
SIDEWALK AND UTILITY EASEMENT AND
ROLLOVER CURB I
8' MIN SIDEWALK 8' MIN SIDEWALK
AND UTILITY ESMT AND UTILITY ESMT
41.0' ROW No
28.5' 1 28.5'
Une Table
LINE
BEMNG
DISTANCE
L1
N89' 241
1357.50'
L2
SW 58'E
708.04'
L3
S26' 20V
7.01'
L4
SD5 33V
69.05'
L5
SOB 14'W
96-8'
L.6
S79 34V
108.95'
L7
N11' 26'W
16521'
L8
NlF 26V
11.30'
L9
NOT 36V
471.16'
L10
SW 24V
161.00,
Lll
SW WE
6.00'
L12
S89' 24W
521.18'
L13
NOD.36V
161.00'
L14
SW 20
3WOO'
L15
NOO' 36V
125.95'
L16
N87 WE
0.07'
L17
N69" 24'E
4.00'
L18
NOD' 36V
125.9V
L19
N44 24 E
21.21'
L20
S45 36-E
21.21'
Um Table
LINE
BEARING
DISTANCE
L21
N44' 24'E
2121'
L22
NOO' 36V
50.00'
L23
NOD' 36V
49.00'
L25
NOB WE
72M.
L26
NOB WE
23.54'
L27
NON 3SE
64.W
L28
NOS 331
4.46'
L29
N2B 2O'E
7.01'
l30
S79' 48V
5.6Y
Curve Table
CURVE
RADIUS
ARCH U NM
CHROD LENGTH
CHORD BEARING
DELTA ANGLE
CI
97.92'
57.55'
5632'
S3756'04"W
0384O'24'
C2
1625.50'
86.58'
86.57'
57611'OO'#
ODS03'06"
C3
109.W
33.94'
33.W
N09'2837"W
017*4527'
04
25.00'
39.2r
35.36'
N4535531N
OWOO'00'
C5
9792'
57.55'
56.72'
S39.56'04' W
03540'24'
06
90.00'
26.91'
26.81'
NW5WD6'E
017*08'00'
C7
90.00'
16.4r
16,45'
N6To1'28'E
OIU29'16'
C8
55.00'
32.4Y
31.95'
N7940'04'E
033'46'05"
C9
55.00'
72.93'
67.70'
S4627'47"E
07558'12"
CIO
55.00'
34.Or
33.53'
S09'16'14"W
OW29'49'
CII
90.00'
29.63'
29.W
S1735'12'W
01951'56"
C12
90.00'
1&75'
13.7S
SDY46'40'W
00845'08'
C13
25.00'
35.13'
32.31'
N3939'167E
OW30'19'
C14
55.00'
25.96'
253V
SD517'33"E
027*02'42'
C15
55.00'
40.63'
39.71'
S29'23'35'W
042'19'33'
C16
55.00
46.47
45.10'
S7445'38111'
0462414'
C17
90.00'
26.61'
28.4W
S09'4224E
01813'00'
C1
Rad: 97.918'
A: 57.548'
Tan: 29.632'
CA: 33°40'24"
Chd: S 39056'04" W
56.723'
C2
Rad: 1625.50'
A: 86.576'
Tan: 43.298'
CA: 3031'29"
Chd: S 78011'00" W
86.566'
C3
Rad: 109.500'
A: 31.937'
Tan: 17.106'
CA: 17°45'27"
Chd: N 09028'37" W
143.801,
C4
Rad: 90.00'
A: 13.03'
Tan:
6.887'
CA: 8*17151"
Chd: S
03°33'02"
W
13.02'
C5
Rad: 90.00'
A: 30.35'
Tan:
14.954'
CA: 19°19'12"
Chd: S
17°21'34"
W
30.20'
C6
Rad:
55.000'
A: 31.19'
Tan:
17.602'
CA: 32°29'39"
Chd: S
10°46'19"
W
30.78'
C7
Rad:
55.000'
A: 63.46'
Tan:
42.947'
CA: 66°06'41"
Chd: S
38°31'51"
W
60.00,
C8
Rad:
55.000'
A: 44.76'
Tan:
16.694'
CA: 46°37'47"
Chd: N
85°05'55"
E
43.54'
C9
Rad:
90.000'
A: 16.474'
Tan:
8.260'
CA: 10°29'16"
Chd: S
67°01'28"
W
16.451'
C10
Rad:
90.000'
A: 26.913'
Tan:
13.558'
CA: 17°08'00"
Chd: S
80°50'06"
W
26.8131
C11
Rad:
55.000'
A: 46.470'
Tan:
24.723'
CA: 48*24134"
Chd: N
74°45'38"
E
45.100'
C12
Rad:
55.000'
A: 40.630'
Tan:
21.292'
CA: 42°19'33"
Chd: N
29°23'35"
E
39.712'
C13
Rad:
55.000'
A: 25.961'
Tan:
13.227'
CA: 27°02'42"
Chd: N
05°17'33"
W
25.721'
C14
Rad:
90.000'
A: 28.615'
Tan:
14.429'
CA: 18°13'00"
Chd: N
09°42'24"
W
28.494'
5'
5"0' 31.0B-B 55 °.0' , AMENDING PLAT
W17H ROLLOVER CURBS
4: 1 MAX--, SW 2Z -3� 39'-- zZ SW -4: 1 MAX CASTLE HILLS -PHASE 'NOD
4"TOPSOIL °
SEED TYP. 25_
OR SOD , Oo 3.0 1 CARROLLTON ADDITION
, ,
O CTO 11.370 ACRES OF LAND AND 62 TOTAL LOTS
s0 W 61 RESIDENTIAL
J. o �--- 1 COMMON LOT "X"
8' MIN SIDEWALK O 8' MIN SIDEWALK AND UTILITY ESMT. SS AND UTILITY ESMT. SITUATED IN THE
B. SCHOONOVER SURVEY, ABST. 1209
A. SINGLETON SURVEY, ABST. 1138
T.A. WEST SURVEY, ABST. 1345
CITY OF CARROLLTON, DENTON COUNTY, TEXAS
FIELD NOTE DESCRIPTION
CASTLE HILLS - PHASE 10D
11.370 ACRES
B. SCHOONOVER SURVEY, A-1209
DENTON COUNTY, TEXAS
FIELD NOTES TO ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE B. SCHOONOVER SURVEY, ABSTRACT NO.
1209, DENTON COUNTY, TEXAS, BEING A PART OF A CALLED 111.618 ACRE TRACT OF LAND DESCRIBED AS TRACT 2 IN DEED TO
CH PH 10A, LLC, AS RECORDED IN DOCUMENT #2018-6641, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF THE TRACT BEING DESCRIBED HEREIN AT A A."GAPPED IRON ROD SET FOR
CORNER FROM WHICH THE NORTHEAST CORNER OF SAID 111.616 ACRE TRACT BEARS NORTH 44 DEGREES 23 MINUTES 06
SECONDS EAST A DISTANCE OF 7.05 FEET;
THENCE SOUTH 00 DEGREES 58 MINUTES 02 SECONDS EAST A DISTANCE OF 708.04 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE SOUTH 26 DEGREES 20 MINUTES 00 SECONDS WEST A DISTANCE OF 7.01 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE SOUTH 05 DEGREES 32 MINUTES 48 SECONDS WEST A DISTANCE OF 89.05 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE SOUTH 08 DEGREES 13 MINUTES 48 SECONDS WEST A DISTANCE OF 96.38 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 57.55 FEET, WITH A RADIUS OF 97.92 FEET, WITH A
CHORD BEARING OF SOUTH 39 DEGREES 56 MINUTES 04 SECONDS WEST, WITH A CHORD LENGTH OF 56.72 FEET TO A 1/2"
CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 78 DEGREES 34 MINUTES 20 SECONDS WEST A DISTANCE OF 108.95 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 11 DEGREES 25 MINUTES 40 SECONDS WEST A DISTANCE OF 165.21 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 86.58 FEET, WITH A RADIUS OF 1625,50 FEET, WITH A
CHORD BEARING OF SOUTH 78 DEGREES 11 MINUTES 00 SECONDS WEST, WITH A CHORD LENGTH OF 86.57 FEET TO A 1/2"
CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 18 DEGREES 28 MINUTES 23 SECONDS WEST A DISTANCE OF 11.30 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 33,94 FEET, WITH A RADIUS OF 109.50 FEET, WITH A
CHORD BEARING OF NORTH 09 DEGREES 28 MINUTES 37 SECONDS WEST, WITH A CHORD LENGTH OF 33.80 FEET TO A 1/2"
CAPPED IRON ROD SET FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 53 SECONDS WEST A DISTANCE OF 471.16 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 161.00 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE SOUTH 00 DEGREES 35 MINUTES 53 SECONDS EAST A DISTANCE OF 6.00 FEET TO A 1/2" CAPPED IRON ROD SET FOR
CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 521.18 FEET TO A 112" CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 53 SECONDS WEST A DISTANCE OF 161.00 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE SOUTH 89 DEGREES 24 MINUTES 07 SECONDS WEST A DISTANCE OF 386.00 FEET TO A 1/2" CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 00 DEGREES 35 MINUTES 56 SECONDS WEST A DISTANCE OF 125.96 FEET TO A 112" CAPPED IRON ROD SET
FOR CORNER;
THENCE NORTH 89 DEGREES 23 MINUTES 57 SECONDS EAST A DISTANCE OF 1357.50 FEET TO THE POINT OF BEGINNING AND
ENCLOSING 11.370 ACRES OF LAND MORE OR LESS.
LEGEND
A
ARC LENGTH
GAR. B.L.
GARAGE BUILDING LINE
S.U.E.
SIDEWALK & UTILITY EASEMENT (BY THIS
PLAT)
W.&W.M.E.
WALL & WALL MAINTENANCE EASEMENT
(BY THIS PLAT)
V.E.
VISIBILITY EASEMENT (BY THIS PLAT)
MIN. FF
MINIMUM FINISHED FLOOR ELEVATION
SURVEY ABSTRACT LINE
- - - - -
FLOODZONE DESIGNATION LINE
- -
INDIAN CREEK (APPROXIMATE LIMITS)
PROPERTY LINE
•
PROPERTY CORNER
CITY FILE NO. PLAP 2021-25
REVISED DATE: 03-30-2021
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