HomeMy WebLinkAboutSD5400APOINT OF 00 00 *0 C.R.428
LEGEND BEGINNING 0000000 00
NOTES: C. N: 7,11111.1 0000
1. THIS FINAL PLAT CONFORMS TO REQUIREMENTS OF THE DEVELOPMENT AGREEMENT FOR THIS PROPERTY RECORDED IN DOCUMENT CIRF CAPPED IRON ROD FOUND SANBROCK INVESTMENTS. IN E. Z457.172.8V ♦00
IACIRF
NUMBER 2005-86674 ON JULY 18. 2005 IN DENTON COUNTY, TEXAS RECORDS. AS SPECIFIED IN THE DEVELOPMENT AMMIIENT, THE CIRS CAPPED IRON ROD SET (REMAINDER OF
DEVELOPMENT STANDARDS I FOUND IN THE DEVELOPMENT AGREEMENT ARE THE SOLE DEVELOPMENT STANDARDS APPLICABLE TO THE IRF IRON ROD FOUND CALLED 2,439.8661 ACRES) 0040
PROPERTY. UE UTILITY EASEMENT DOC. NO. 2004-1916 PHASE 10
ZWATM AND WASTEWATER FACILITIES WITHIN THIS DEVELOPMENT WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 8L BUILDING LINE SETBACK CA AMENITY CENTER ,PHASE 8
DEVELOPMENT AGREEMENT. MUSTANG SPECIAL UTILITY DISTRICT HOLDS THE WATER AND WASTEWATER CCN FOR THE PROPERTY. VOL. VOLUME
WATER AND WASTEWATER SEWER FACILITIES WiLL BE OWNED. OPERATED AND MAINTAINED BY MUSTANG SPECIAL UTILITY DISTRICT. PC. PACE 'SITE
W1 DOC. DOCUMENT LIMITS OF 1% ANNUAL CHANCE ,-PHASE 6
3.ROADWAY AND DRAINAGE FACILITIES WITHIN THIS DEVELOPMENT WILL BE DES04ED AND CONSTRUCTED IN ACCORDANCE WITH THE
DEVELOPMENT AGREEMENT. ROADWAY AND DRAINAGE FACILITIES WILL BE OWNED, OPERATED AND MAINTAINED BY DENTON COUNTY NO. NUMBER (100 YEAR) FLOODPLAIN PER LOMR PHASE 5 CRUTCHFIELD RD
MUNICIPAL UTILITY DISTRICT NO. 6. THE DISTRICT AGREES TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY FROM ALL CLAIMS, R.P.R.D.C.T. REAL PROPERTY RECORDS DENTON COUNTY, TEXAS CASE NO. 23-06-0647P ISSUED rn
DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID DISTRICT SET FOR IN THIS P.R.D.C.T. PLAT RECORDS DENTON COUNTY, TEXAS JUNE 30. 2023 LOT 51X, BLOCK D PHASE 1 B
COUNTY ROAD COMMON AREA PHASE 9 - PHASE 3
C.R. -PHASE 1A
PARAGRAPH. RD. ROAD 15! SANITARY PHASE 11
4wWALL MAINTENANCE EASEMENTS ARE To BE DEDICATED TO THE HOA. F.M. FARM -TO -MARKET HIGHWAY SEWEREASEMEN O_ PHASE 2 -PHASE 7
DE DRAINAGE EASEMENT INST., NO. 2021-19 &ALL COMMON AREAS ARE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION ESTABLISHED FOR THIS DEVELOPMENT R.D C.T. PHASE 4
UTILITY DISTRICT NO, 8 BY THIS PLAT. WME WALL MAINTENANCE EASEMENT BRYAN RD.
3455
810T IX AND LOT 2X. BLOCK L ARE DEDICATED TO DENTON COUNTY MUNICIPAL U
710T 21X. BLOCK B. LOT 51X, BLOCK D, AND LOT 3)� BLOCK E. SHALL BE DEDICATED AS COMMON AREAS FOR LANDSCAPE, SIDEWALK SSWR SANITARY SEWER 20' SANITARY
GRAPHIC SCALE PDE PRIVATE DRAINAGE EASEMENT SEVIER ESMT. L1
AND ACCESS EASEMENTS. INST. NO. LOT 44Y� ()C
SVE SIGHT VISIBILITY EASEMENT BLOCK A
100 0 so 100 2021-85522 *0 oft oft .0J LIFT
&ALL PROPOSED LOTS SHALL HAVE A TWO (2') FOOT PRIVATE DRAINAGE EASEMENT ON THE SIDE YAWS PER THE TYPICAL LOT UE UTILITY EASEMENT STATM 2012110000
EASEMENT DETAIL THE PRIVATE DRAINAGE EASEMENTS ARE FOR PRIVATE USE OF EACH LOT OWNER AND NOT A PUBLIC DRAINAGE R RADIUS OYERBROOK LOT -FISHIBAP RD,
EASEMENT. EACH LOT OWNER MAY PARTIALLY ENCROACH INTO THEIR PRIVATE DRAINAGE EASEMENT WITH THEIR PRIVATE UTILITY -01- STREET NAME CHANGE INDICATOR - Z�==- - meMMONEWRIS
EQUIPMENT. IN Fmff 1110- SIDEYARD EASEMENT NOTATION AD 0 LOCATION MAP
�0_q - -4- - - a mmmmw� LOT IX BLOCK E
9.PUBLIC SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF BUILDING, FOUNDATIONS, AND OTHER OBSTRUCTIONS TO THE I inch = 100 ft. (SEE TYPICAL LOT EASEMENT DETAIL) 29 COMMON AREA (NOT TO SCALE)
OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN @ ZERSROO,� 20' SANITARY @ C14
SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. !:* am I's AA
60,0000 10 1 7. �!A WA SEWER EASEMENT
TS-OF-WAY AND ALONG THE FRONT OF nF 2ty Jr, INST. NO. 85522
10. THE SEVEN AND ONE HALF (7.5!) FOOT UTILITY EASEMENTS ADJACENT TO THE STREET FRIGH (D I I * . U. O.P.R.D.C.T.
UNDERGROUND POWER, GAS, PHONE AND CABLE LINES. U.E. . .1
THE LOTS SHALL BE EXCLUSIVELY FOR THE APPROXIMATE LIMITS OF THE 100 YEAR 4 1. 1
�'O� � 2
'400 Ile
STATE LAW AND IS SUBJECT TO FINES FLOOD PLAIN AND SPECIAL FLOOD b 4
11. NOTICE- SMIM A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF AREAS PER FEMA FLOOD INSURANCE
MD WITHHOLDING OF MUD UTILITIES AND BUILDING PERMITS. or -
RATE MAP NO. 4812100270G, DATED 100 00 0� I 'T F 11 � - 11- - - Lor 5' WALL MAINTEWCE EASEMENT Q #AEJ_
1 4.807 SO. FT. TT- T-F
12. ALL CORNERS ARE ONE-HALF INCH IRON ROD SET WITH A YELLOW CAP STAMPED *JBI', UNLESS NOTED OTHERWISE. APRIL 18, 2011. (SEE NOTE NO. 15) CWP 0.110 ACRES 14 AW-4 PC
PERSONAL INJURY OR LOSS OF UFE OR PROERTY OCCASIONED BY W II 0
7OK_ rob '0
13. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR MY DAMAM PE mxop�_ "I r� N I W
FLOODING CONDITIONS I op 1 122.38' 322.981 A=6"25'47 12
0000W 017 ESMT tn_
WITHIN AN IDENTIFIED -FIRM .. SSWR "r 118F C
14. NO CONSTRUCTION. WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY ETJ SHALL BE ALLOWED 5 V, 13 0
WWVr ItE_ 0 R-767.00' 0
FLOODPLAIN AREA. AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND N80034!34*E WE_12111Z! S48*47• 3rW N85*38*48*W I 'PDE r_
STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT- THAT NO FLOODING WILL RESULT, THAT NO 107.579 00000 '<7.5' 2 L=86.07' 2PDE --T t-2
OF THE PROPERTY AFFECTED By SUCH U.E. 50.06' -4 r�
10,02' 23.76' T-43.08 F_ 0 2'PD
OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT, AND SUBJECT TO ALL OWNERS• UJ Z 0 VPDE---� E
REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISH FLOOR ELEVATIONS SHALL BE 12
CONSTRUCTION BECOMING A PARTY TO THE 38 '5� 00 T 3X @ 1'52*w W 9
A MINIMUM OF TWO FOOT ABOVE THE 100-YEAR FLOW ELEVATION. L37 Sl 1 '24'42*E ChB-S08 @ 2 1
50 co Fr !2 E' LOT LOT LOT -0
AREA CH=86.03" 10
'; ,93.71" D5400A G01 9 S059 W47 5 72
S
-126-vf- 'P in 0
03 UJ 5'WME-1 I -r-
49 BROC CH, 3 25'x25' I I (L
D IR Va I - dp- 10 HASE 10A 9 5151UTY 20' BUILDING
37 40 tA DOC. NO. 23-95 EASEMENT I I UqE (FTONT)
7 V* - A0730A WM LUMPKINS, TR 1, 0.6180AC/AL R.D. T. T_
36 1 A 0 38534 4 -E-71 F I I
4k 26 0. 7.5'U I I
-I T_
SANBROCK INVESTMENTS, INC. I— @ 47 748927 A0995A FH POLLARD, TR 43L, 9.5330AC/PA ca
(REMAINDER OF 35 42 '1 0 7 STREET
CALLED 2,439.8661 ACRES) 27 a \C0N1835 748929 A0730A WM LUMPKINS, TR 1 E, 3.7300AC/PAR F
DOC. NO. 2004-1916 BADA,s�g46 _J
two-,
161J_1 A 34 0 @
000000. 1 @ - 748930 - A0730A WM LUMPKINS, TR 2B(l), 5.6700AC/PA - TYPICAL LOT EASEMENT DETAIL
N72"58*47wE .5' 6 45 _)3 ■ 40')
292.2 2532 33 7 0 (SCALE: 1
X, E. 44 Uf'. 6
29 N 960747 - A0995A FH POLLARD TR 43M, 6.4900AC/ALL 19-- 5
24
10 •30 32 960745 A0730A WM LUMRKJXS,CRTdR.2,12,16A, 9.7900AC/
57g5 4
23 job, DEVELOPMENT CORP. 4
F. 01
14 - ii I- (PART OF CALLED TRACT 2- a.
22 31 U. 124.245 ACRES) 0
IV♦ 4
51X, BLOCK Dl\, "\�R' 15 nDZ. 21 W', IN DOC. No. 2019-5510 3
COMMON AREA 16 21 ti
1,9 19 t10 55522
•W
APPROXIMATE SURVEY LINE 18 C, 1. 3
FREDERICK H POLLARD SURVEY. C�
17 APPROXIMATE- SURVEY LINE ABSTRACT NO. 995
5 10 11
A%� I C' 15 513.31 7. WILLIAM LUMPKIN SURVEY,
13 i 22 Awl 2*1 8'47m t-
8 t4 ABSTRACT NO. 730
• IV 7 5' R-275.00'
2 IL•V
ry019 25 L-59.10' E
2"ti KA W.E. T=29.66' 21
Aml 79*31'07* 28 ChB-S05*15*19*E REMAINDER OF (TRACT 3-
R-59.50•zu CH-58.98' 57.177 ACRES)
L=l 86.42' 4 lid• HORIZON/DEER CREEK
60.76' DEVELOPMENT CORP. DOC.
T-14.1 N NO. 2018-1279
ts
cm 00
0! FINAL PLAT
ChB-N45*40'05"W
Sa '05*50"
CH-119.00' 14.14 8 352
P, s 'OD
33 rz -_ 8$ X 03
Ap 'N 18 dv N
U.E. 17 V (-4 SANDBROCK RANCHO
34 7.5' is
7 25.00'-
15 3 PHASE 12
LOT IX, BLOCK L 3M5 .1/1 CP
HORIZON/DEER CREEK 14 _X, - 0. BLOCK A. LOTS 1-9; •BLOCK B. •LOTS 1-20, •21X;
DEVELOPMENT CORP. RIGHT-OF-WAY BLOCK C. LOTS 1-41; BLOCK D, LOTS 1-50. 51X;
30,044 SO. FT. 13
(CALLED TRACT 2 7.990 ACRES 5 36 N89135JO '55 W BLOCK E. LOTS 1-2. 3X; BLOCK F, LOTS 1-4; BLOCK tL
%0 1 A 0 0 4 1
71.162 ACRES) 7.5 4fo / /' -0 - 70 749 75.0 0' H. LOTS 1-4; BLOCK L. LOTS 1X-2X; C4
e I P/ 12 94.8
DOC. NO. 2020-147908 U.E. 37 1 .1 35.831 ACRES OUT OF THE
4 11
A 1 is 19 FREDERICK POLLARD SURVEY, ABSTRACT NO. 995 CL
\_wS5 -zLp$5 W 17 1
94. 16 5 VALLIAM LUMPKIN OFRAUBREY
TRACT NO. 73038 10 13 1415 CTY ETJ
2 3 Cn
S48 *05"W WINDFLOWER DRIVE 0
LIJ 13 W
.8 D / MUNICIPAL UTILITY DISTRICT NO. 6 >
Pwr C17V 39 12 Z 6 cm
3 2 UJ DENTON COUNTY, TEXAS
1 12* > 14
< 13 24
3. 8 cr"r.
40 F < 12
/* 11 4 Z
S30*5 (D < 15 HORIZON/DEER CREEK
4 7�ry 7.5go 3 I-_ K DEVELOPMENT CORP. OWNER EVELOPER
Z 12 LIJ 23
2 < >
0,4 41 26* _J 16 SA DBROCK RANCH, 5760 Legacy Drive, Suits B3-388 (972) 789-3500 c4
CV IN 1 SE 5 Piano, Texas 75024
;140 D C. NO.
7
5 133f W . ANDBRO* RAN -,H, 11 :2 22
-26- d-, 8 6 L 5 1/ P.15.D.C.T. JBI PARTNERS, INC. SURVEYOR/ENGNEER
7 Q__ DOC. NO. 2020- 5:7 UJ 9 Q 2121 Midway Road, Suits 300 (972)248-7675 04
7�5 5 P R.D.C.T. i)
V.C� 7 0 4 18 _J Carrollton. Texas 75W6
.0f. _J 3 10 21 T13PE No. F-4,M TBPLS No. 10076000 (L
4 2 9 -9
6 19 0
1 130 RESIDENTIAL LOTS I-
N25'12'06 8 10 3 COMMON AREA LOTS JULY 31, 2023 Sheet 1 of 2 0
35.00 9 75'
U*.E./y' / %44 9 0 9 20
5
N6 7# 10 20 11 Cn
12 . 00 Filed for Record rn
N 12*06 4 12 in the Official Records Of:
2 21 a FLOOD STATEMENT* According to Community Panel No. 4a121CO27OG dated April Denton County Cn
65.00 13 19 On: 11/1712023 9:44:49 AM 0
20' SANITARY 14 18. 2011 of the Federal Emergency Management Agency, National Flood In the PiAT Records
SEWER ESMT. 8 S, Insurance Program Map, portions of the subject property are within Zone "AE"
4 SANBROCK RANCH PHASE 12
INST. NO. 1 15 22 (Special Food Hazard Area -Base flood Elevotlon Determined) and Zone 'X"
4�7' 2021-85522 7 Doc Number: 2023-396
.Q q, (Areas determined to be outside 500-year floodpialn), If this site Is not within Number of Pages: 2
C) •2 6 '6 7 12 an identified special flood hazard area, this flood statement does not Imply Amount: 100.00 Ni
69 23
64;�5 1413 that the property and/or the structures thereon will be free from flooding or Order#:20231117000120
/w4A�go. On ram occasions. greater floods can and will occur and flood By: PM
FN
I S: 17THIS NUMBER
N,
'TE
5
IB PHASE 2
15 flood damage ood
16 heights may be Increased by man-made or natural causes. This statement
IV6
C-) 17
A0
3 24 6 is shall not create liability on the part of the Surveyor.
X V j 0. 5 0 9 2
OJ Q
,ry
C),
10 1 25
24
FLEGALDESCRIPTION
Along
said curve to the right having a central angle of 1179 degrees 31 minutes 07
seconds,
a radius of 59.50 feet, an arc length of 186.42 feet, a chord bearing of North 45
WHEREAS, HORIZON/DEER CREEK DEVELOPMENT CORP, is the owner of all that parcel of land
degrees
40 minutes 05 seconds West, and a chord
distance of 119.00 feet to a one-half inch
located in Denton County, Texas and being a part of the F. Pollard Survey, Abstract No. 995,
iron rod
with cap stamped "JBI" set for corner;
part of the W. Lumpkin Survey, Abstract Number 730, being part of that called 124.245 acre
tract of land (Tract 2) described in deed to Horizon/Deer Creek Development Corp. recorded
North
45 degrees 54 minutes 32 seconds West,
a distance of 182.48 feet to a one-half inch
in County Clerk's Document No, 2019-5510, and part of that called 71.162 acre tract of land
iron rod
with cap stamped "JBI" set for corner,
being in the northerly line of said 71.162
(Tract 2) described in deed to Horizon/Deer Creek Development Corp. recorded in County
acre tract;
Clerk's Document Number 2020-147908, Real Property Records Denton County, Texas, and being
further described as follows:
THENCE,
along the northerly line of said 72.162
acre tract and the northerly line of said
124.245
acre tract as follows:
BEGINNING at a one-half inch iron rod with cap stamped "JBI" found in the northerly line of
North
74 degrees 43 minutes 32 seconds East,
a distance of 178.47 feet to a one-half inch
said 124.245 acre tract, said point having a Texas State Plane Coordinate (North Central
iron rod
with cap stamped "JBI" set for corner;
Zone 4202, NAD83) of 7,150,936.74' North, 2,457,172.83' East.
North
72 degrees 58 minutes 47 seconds East,
a distance of 292.25 feet to a one-half inch
iron rod
with cap stamped "JBI" set for corner;
THENCE over and across said 124.245 acre tract of land, South 03 degrees 49 minutes 16
seconds East, a distance of 208.31 feet to a one-half inch iron rod with cap stamped "JBI"
North
62 degrees 31 minutes 48 seconds East,
a distance of 576.37 feet to a one-half inch
set for corner,.being the northeast corner of Lot 44X, Block A, Sandbrock Ranch Phase 1OA,
iron rod
with cap stamped "JBI" set for corner;
an addition to Denton County, Texas recorded as Document No. 2023-95, Plat Records, Denton
County, Texas;
North
80 degrees 34 minutes�34 seconds East,
a distance of 107.57 feet to a one-half inch
iron rod
with cap stamped JBI"set for corner;
THENCE along the northwesterly line of said Phase 10A as follows:
South 86 degrees 10 minutes 44 seconds West, a distance of 54.99 feet to a one-half inch
North
62 degrees 55 minutes 18 seconds East,
a distance of 1236.69 feet to a one-half
iron rod with cap stamped "JBI" set for corner;
inch iron
rod with cap stamped "JBI" set for corner to the POINT OF BEGINNING and containing
1,560,819 ,square feet or 35.831 acres of land.
South 04 degrees 04 minutes 06 seconds East, a distance of 51.23 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
BASIS OF
BEARING: The basis of bearing is based
on the coordinate system (north central. zone
South 12 degrees 04 minutes 46 seconds West, a distance of 20.00 feet to a one-half inch
4202 state
plane coordinates, NAD83), distances
shown hereon are grid distance values.
iron rod with cap stamped "JBI" set for corner;
North 77 degrees 55 minutes 14 seconds West, a distance of 15.45 feet to a one-half inch
iron rod with cap stamped ''JBI" set for corner;
South 12 degrees 04 minutes 46 seconds West, a distance of 50.00 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 77 degrees 55 minutes 14 seconds East, a distance of 212.40 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 32 degrees 55 minutes 14 seconds East, a distance of 14.14 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 12degrees04 minutes 46 seconds West, a distance of 10.00 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 77 degrees 55 minutes 14 seconds East, a distance of 50.00 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
THENCE departing the northwesterly line of said Sandbrock Ranch, Phase 10A, over and across
said 124.245 acre tract as follows:
South 12 degrees 04 minutes 46 seconds West, 7.27 feet to a one-half inch iron rod with
cap stamped "JBI" set for corner, the beginning of a curve to the left;
Along said curve having a central angle of 6 degrees 25 minutes 47 seconds a radius of
767.00 feet, an arc length of 86.07 feet, a tangent of 43.08 feet, a chord bearing of South
08 degrees 51 minutes 52 seconds West, and a chord distance of 86.03 feet to a one-half inch
rod with cap stamped "JBI" set for corner;
North 84 degrees 21 minutes 01 seconds West, 322.98 feet to a one-half inch iron rod
with cap stamped "JBI" set for corner;
North 85 degrees 38 minutes 48 seconds West, 50.06 feet to a one-half inch iron rod with
cap stamped "JBI" set for corner;
North 88 degrees 19 minutes 46 seconds West, 122.38 feet to a one -inch iron rod with cap
stamped "JBI set for corner;
South 48 degrees 47 minutes 37 seconds West, 23.76 feet to a one-half inch iron rod with
cap stamped "JBI" set for corner;
South 78 degrees 35 minutes 18 seconds West, 121.00 feet to a one-half inch iron rod
with cap stamped "JBI" set for corner;
South 11 degrees 24 minutes 42 seconds East, 93.78 feet to a one-half inch iron rod with
cap stamped "JBI" set for corner;
South 78 degrees 35 minutes 18 seconds West, 292.00 feet to a one-half inch iron rod
with cap stamped "JBI" set for corner;
South 11 degrees 24 minutes 42 seconds East, 481.60 feet to a one-half inch iron rod
with cap stamped "JBI" set for corner the beginning of a curve to the right;
Along said curve having a central angle of 12 degrees 18 minutes 47 seconds, a radius of
275.00 feet, an arc length of 59.10 feet, a tangent of 29.66 feet a chord bearing of South
05 degrees 15 minutes 19 seconds East, a chord distance of 58.98 feet, to a one-half inch
d,.6 tf
iron rod With cap stamps J I se or corner,
South 00 degrees 54 minutes 05 seconds West, 182.89 feet to a one-half inch iron rod
with cap stamped "JBI" set for corner, being in the northerly line of Sandbrock Ranch, Phase
5, an addition to Denton County, Texas recorded as Document No. 2020-157, Plat Records,
Denton County, Texas;
THENCE along the northerly line of Sandbrock Ranch, Phase 5 as follows:
North 89 degrees 05 minutes 55 seconds West, a distance of 75.00 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 81 degrees 50 minutes 02 seconds West, a distance of 198.30 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 70 degrees 17 minutes 49 seconds West, a distance of 94.80 feet to a one-half inch
iron rod with cap stamped "JBI'" set for corner;
South 59 degrees 28 minutes 57 seconds West, a distance of 94.80 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 48 degrees 40 minutes 05 seconds West, a distance of 94.80 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 37 degrees 51 minutes 12 seconds West, a distance of 94.80 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 30 degrees 56 minutes 48 seconds West, a distance of 47.52 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 26 degrees 40 minutes 07 seconds West, a distance of 49.17 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 25 degrees 12 minutes 06 seconds West, a distance of 407.15 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
North 64 degrees 47 minutes 54 seconds West, a distance of 170.00 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner being the most northerly northwest corner of
said Sandbrock Ranch, Phase 5;
THENCE departing the northerly line of said Sandbrock Ranch, Phase 5, over and across said
124.245 acre tract and said 71.162 acre tract as follows`.
North 25 degrees 12 minutes 06 seconds East, a distance of 65.00 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
North 64 degrees 47 minutes 54 seconds West, a distance of 120.00 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
North 25 degrees 12 minutes 06 seconds East, a distance of 35.00 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
North 64 degrees 47 minutes 54 seconds East, a distance of 310.60 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
North 25 degrees 12 minutes 06 seconds East, a distance of 376.32 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
North 45 degrees 54 minutes 32 seconds West, a distance of 262.01 feet to a one-half inch
iron rod with cap stamped "JBI" set for corner;
South 89 degrees 05 minutes 50 seconds West, a distance of 14.14 feet to feet to a
one-half inch iron rod with cap stamped "JBI" set for corner, the beginning of a non -tangent
curve to the right;
CURVE TABLE
NO.
LENGTH
DELTA
RADIUS
TANGENT
CHORD BEARING
CHORD
01
898.95'
073*24*58"
700.00'
521.92'
S54'11'35'W
838.83'
C2
924.32'
0537.3'12"
992.00'
498.78'
S51'53'42'W
891.24'
03
89.79'
01539'44"
250.00'
35.13'
S5334'24'E
69.57'
04
160.30'
028'15'38"
325.00'
81.82'
N63MW16'E
158.68'
05
579.65'
053'OB'1B'
625.00'
312.56'
S75'30'37'W
559.10'
06
58.88'
006'2547"
792.00'
44.49'
S0651'52'w
88.83'
C7
117.23'
009.35'42"
700.00'
58.75'
S0622'20"W
117.09'
48
89.55'
020'31'21"
250.00'
45.28'
N21'40'23"W
89.07'
09
53.73'
012'18'47'
250.00'
26.97'
NO595'19`W
53.62'
C;°I7
38.66'
088'38'46"
25.00'
24.40'
S32ZS410W
34.92'
Cif 2
30.53'
00613W45"
250.00'
15.28'
N07.40'18"E
30.51'
013
279AW
269.31*07"
59.50'
60.00'
S3130'11"W
84.50'
C14
279.89'
269'31'07`
59.50'
emoo'
Smueo6'W
84.:i0'
C15
322.25
310'18'35-
59.50'
27.55'
S44-05-28-W
50.00'
CIS
93.46'
090'00'00"
59.50'
59.50'
S69W28"W
84.15'
C17
142.89'
163-44'23"
50.00'
350.00'
S19'47'54"E
98.99'
C18
99.53'
009XW2ir
625.00'
49.87'
S53'30'12'W
99.43'
C19
39188'
036'OB'29"
025.00'
203.73'
S76'07'11"W
387.3W
C20
ae.24'
007'S4'20"
62&OW
43.19'
N8132'24"W
86.17'
021
276.94'
015"59'44'
992.00'
139.38'
SWIW36-W
276.04-
C22
271.89'
015-42'13-
992.00'
136.80'
S51'S6'35'W
271.04'
C93
285.11'
01628'02'
992.00'
143.54'
S68'01'43'W
284.13'
Cit4
40.27'
002'2W40"
925.04'
20.14'
S77'2531"W
40.27'
C95
33.67'
007'43'00"
250.00'
16.88'
N2120'36'E
33.64'
C28
50.11'
00753'38'
992.00'
25.06'
S26'38'55"W
50.10'
STATE OF TEXAS $
SURVEYOR'S CERTIFICATE
COUNTY OF DENTON
KNOW ALL MEN BY THESE PRESENTS:
I, William J. Johnson, Surveyor, do hereby certify that I
have prepared this plat from an
•
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
actual on the ground survey of the land and that the
corner monuments shown hereon
WHEREAS HORIZON CREEK DEMBAPMENT CORP. actin b ands through Its duly authorized officer,
described
were properly placed under my personal supervision
County Subdivision Rules and Regulations.
In accordance with the Denton
doers hereby adopt plat designating the he reknabove property as SANDBROCK RANCH,
PHASE` 12, an addition to Denton County, Texas, and does hereby dedicate, In fee simple, to Denton
Count Municipal UtilityDistrict No. 6 DCMUDf3 , the exclusive use' forever of the streets, alleys and
Dated this the 31st day of 2023.
. OF •T
publicuseareas showhereon, and does hereby dedicate the ea ments shown on the plat for the
��:•p�g T �p•:�'f,'
purposes indicated to the DCMUD6 use forever, said dedications being free and clear of all liens and
encumbrances except as shown hereon.
yyj�,j j�•.,ipHjjjSgj
Yid
William J. Johnson, ` S. No. 5426
M.I.I,IO 5426 N. ��AI'
ry'••?'o
WITNESS MY HAND this , day of 2023,
y••.':Fss;°••-1
3URN�
HORIZON/DEER CREEK DEVELOPMENT CORPORATION, a Texas corporation
STATE OF TEXAS
COUNTY OF DALLAS
BY -
Rod Sandero, President
BEFORE ME, the undersigned authority in and for the
State of Texas, on this day
personally appeared WILLIAM J. JOHNSON, known to me to be the person whose name
Is subscribed to the foregoing instrument and acknowledged to me that he executed
STATE OF TEXAS
the same for the purposes and consideration therein
P rP
expressed and in the capacity
P P Y
therein stated.
COUNTY OF COLLIN
i authority in `and for the State of Tex, on this day personally appeared
BEFORE ME:, the undersigned auth y y p Y pp
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 31st
day of July, 2023.
Rod Sanders, known to me to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the some for the purposes sand consideration therein expressed
and in the capacity therein stated.4
-••..
K°j' �, N DEREK BELL
WITNESS MY HAND this day oft,�+t4 2d23.
Notary Public, State of Texas
*? *i Notary ID 1336082M
E.O. February 23, 2026
�`-•..._....•
• ,, ' ROSA M. GARCIA
My Notary ID #
..i4w •` 124892205
'h a fi+ " E*h$ Agri 13, 2024
Notary Public in and for the State of Texas j
i'
APPROVED AND ACCEPTED
Chris Rich, Mayor
City of Aubrey, Texas
LINE TABLE
LINE TABLE
NM
BEARING
DISTANCE
NO.
BEARING
DISTANCE
L1
S86'10'44'W
54.99'
L23
N57'53'33'W
14.35'
L2
S4'04'06'E
51.23'
L24
N33'35'18"E
14.14'
L3
S12VW46"W
20.00'
L25
S56.24'42"E
14.14'
L4
N77'S3'14"W
15.45'
L28
S77-40-27`E
13.61'
L5
S1204'46'W
50.00'
L27
N1510TWE
13.93'
L.6
S3235'14"E
14.14'
L28
S41.33'53'E
13.81'
L7
S1204'46"W
10.00'
L29
N51'10'29"E
13.93'
LB
S77'5W14"E
50.0W
L30
S3W42'26'W
16.31'
L9
S1204'46"W
7.27'
L.31
S44'05'55`E
14.1,V
L10
N17`17'13`W
14.46'
L32
N75-11-57-W
14.14'
L11
N74'30'23"E
14.21'
L33
S5W43'54"E
14ANV
L12
St'45'140E
14.35'
L34
N32'29'08"E
14.41'
L13
N8936'11"E
14.35
L35
S44'05'28"W
123.9T
L14
N1338'59"E
14.35'
L36
N59'38'27'E
105.42'
L15
S70'12'06"W
21.21'
L37
N6338'39'E
25.27'
L16
N44'05'28'E
34.50'
L38
N59'38'27E
97.15'
L17
N59'4742"E
34 SW
L39
N12'0446"E
7.27'
L18
N76'15'44"E
34.50'
L40
S6134'16`E
25.27'
L19
S74'21'38"E
14.35'
L41
S19'4754"E
14.14'
L20
N4"10'28"E
25.07'
L42
N70'12'06'E
14.14'
L21
N3138'04-W
25.08'
L43
N19'47'S4"W
14.14'
L22
S3025'02"W
14.35'
ESTATE
SF-15
SF-7.2 i
SF-S.S
VARIANCE
LOTS
TOTAL
LOTS
PHASE 2A
0
0
43 '
157
0
200
PHASE 16
0
0
83 1
0
0
83
PHASE 2
0
0
0
I
21
90
ill
PHASE 3
0
0
84
0
0
84
PHASE 4
0
0
7
16
80
103
PHASE S
0
0
142
148
0
290
PHASE 6
0
0
94
50
86
230
PHASE 7
0
0
4
17
83
104
PHASE 9
0
0
0
0
45
45
PHASE 9
0
0
63
!
104
0
167
PHASE 10
0
0
21
84
42
147
PHASE 11
0
0
112
0
0
112
PHASE 12
0
0
4.5
85
0
130
TOTAL
1 0
0
698
682
426
1,806
LOT
AREA TAKE
LOT
AREA TABLE
LOT
AREA TABLE
LOT
AREA TABLE
LOT
AREA TABLE
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
BLOCK -LOT
SQUARE FEET
ACRES
A-1
10,551
0.242
B-19
7,067
0.162
C-25
6,522
0.150
D-11
6.000
0.138
D-38
6,402
0.147
A-2
7.800
0.179
8-20
C804
0.152
C-26
6.456
0.148
D-12
6.000
0.138
D-39
6,012
0.138
A-3
7.970
0.183
B-21X
2,950
0.068
C-27
8.482
0.149
D-13
81000
0.138
D-40
6.012
0.138
A-4
16,382
0.376
C-1
8.939
0.205
C-26
6.483
0.149
D-14
6.000
0.138
D-41
6,012
0.138
A-5
9.869
0.227
C-2
7,329
0.168
C-29
6.483
0.149
D-15
6,000
0.138
D-42
6,012
0.138
A-6
7.400
0.170
C-3
7,658
0.176
C-30
6,463
0.149
D-16
6.000
0.138
D-43
6.012
0.138
A-7
7,200
0.185
C-4
7,551
0.173
C-31
6,483
0.149
D-17
61000
0.138
D-44
7,351
M169
A-8
10.150
0.233
C-5
6,399
0.147
C-32
6.483
0.149
D-18
6,000
0.138
D-45
7,603
0.175
A-9
8,400
0.193
C-6
6,418
0.147
C-33
6,483
0.149
D-19
7,531
0.173
D-46
6,097
0.140
B-1
7,200
0.165
C-7
e.395
0.147
C-34
6.483
0.149
D-20
7.344
0.169
D-47
6,199
0.142
8-2
7.200
0.165
C-8
6.397
0.147
C-35
6.480
0.149
D-21
6,697
0.154
D-48
5.301
M145
B-3
7,200
0.185
C-9
6,392
0.147
C-36
6,478
0.149
D-22
7,400
0.170
D-49
6,403
0.147
B-4
7,200
0.165
C-10
6,391
0.147
C-37
7,596
0.174
D-23
8,053
0.185
D-50
6,853
0.157
0-5
7,201
0.165
C-11
6,391
0.147
C-38
7,617
0.175
D-24
6,113
0.140
D-51X
240,328
5.517
B-6
8.293
0.190
C-12
6,391
0.147
C-39
7,617
0.175
D-25
6,283
0.144
E-1
16,361
0.376
B-7
8.118
0.186
C-13
6.392
0.147
C-40
7,473
0.172
D-26
7,836
0.180
E-2
8.712
0.200
B-8
8.144
0.187
C-14 -
6,394
0.147
C-41
91080
0.208
D-27
6.494
0.149
E-3X
8,472
0.194
B-9
8.123
DAN
C-15
6.393
0.147
D-1
7.200
0.165
D-25
6,494
0.149
F-1
9.875
0.227
8-10
8.938
0.159
C-15
6.302
0.147
D-2
7.200
0.165
D-29
6.494
0.149
F-2
8.500
0.195
B-11
6,866
0.158
C-17
6.391
0.147
D-3
7,200
0.165
D-30
6.494
0.149
F-3
5.512
0.195
8-12
6.866
0.158
C-18
6,571
0.151
D-4
7,200
0.165
D-31
8,108
0.186
F-4
11.774
0.270
B-13
6.843
0.157
C-19
6,193
0.142
D-5
7.200
0.165
D-32
7.880
0.181
H-1
11.372
0.261
8-14
6,873
0.158
C-20
6.263
0.144
0-6
7,200
0.165
D-33
7,088
0.163
H-2
8.283
0.190
B-15
6.901 -
0.158
C-21
6.334
0.145
D-7
9.419
0.216
0-34
7,827
0.180
H-3
7.877
0.181
B-16
61958
0.160
C-22
8,296
0.190
D-8
7,531
0.173
D-35
8.56e
0.197
H-4
9.503
0.218
B-17
7,051
0.162
C-23
10,466
0.240
D-9
6.000
0.138
D-35
8,957
0.206
L-2X
4,807
0.110
B-16
7,163
0.184
C-24
8,794
0.156
D-10
6,000
0.138
D-37
6,996
0.161
L-IX
34a,044
7.990
The undersigned. the Ma of then Cit of Aubrey, Texas herebycertifies that
the foregoing Final Plat
of Sandbrock Ranch, Phase 12, an addition to the Cit of by, Denton County, Texas.e to hereby
approved by the City of Aubrey this day of 2023. and the City of Aubrey
does hereby approve and accept said Revised Final Plat, and that the City of Aubrey further
authorized the Mayor to note the acceptance thereof by signing their name as herein above
subscribed.
Attest ay of us 2023.
OF
Rich, Mayor `,gG`�� N• �6,9 �„�
City of Aubrey. Texas ti F
OFFlC� •
S -
F
NNN••
a
O
N
N
O
M
n
_ B
3
c
FINAL PLAT :i.
SANDBROCK RANCH,
PHASE 12
BLOCK A. LOTS 1-9; BLOCK B. LOTS 1-20, 21 X; 3
BLOCK C, LOTS 1-41; BLOCK D. LOTS 1-50, 51X;
BLOCK E. LOTS 1-2, 3X; BLOCK F. LOTS 1-4; BLOCK a
H, LOTS 1--4; BLOCK L. LOTS 1 X-2X; N
35.831 ACRES OUT OF THE
FREDERICK POLLARD SURVEY, ABSTRACT NO. 995
WIWAM LUMPKIN SURVEY, ABSTRACT NO. 730
CITY OF AUBREY ETJ V
O
MUNICIPAL UTILITY DISTRICT NO. 6CIE
DENTON COUNTY, TEXAS v_+
HORIZON/DEER CREEK
DEVELOPMENT CORP.
OWNER/DEVELOPER
5760 Legacy Drive, Suite B3-388
(972) 789-3500
N
Piano, Texas 75024
JBI PARTNERS. INC.
SURVEYOR/ENGINEER
a,
2121 Midway Road, Suite 300
(972)248-7676
V
Carrollton, Texas 75006
TBPE No. F-438 TBPLS No. 10076000
o
130 RESIDENTIAL LOTS
3 COMMON AREA LOTS
JULY 31, 2023 Sheet 2 of 2
c
U)
rd Records Oty23
Foen,ton
9*44:49 AM
O
In the PLAT Records
RANCH PHASE 12
SANBROCK
Doc Number: 2023-396
2
Number of Pages:
Amount: 100.00
Order#:20231117000120
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