SA0457AI
LOT 4
I
RUNNING BRANCH ESTATES 1
CAB. S. PAGE 185 PRDCT i
I
I
I
I
I
I
i
i
I
I
I
SA0457A GO11 S021 W41
D.R. HORTON -TEXAS, LTD 282742 - A0036A J. BRIDGES, TR 5A(1), 19.6752 AC/PT 13.118AC USED
(REMAINDER CALLED 224.565ACRES) 179779 - A0036A J. BRIDGES, TR 5A9 63.155 AC/PT 31.726AC USED
INST. NO.2020.67973 RPRDCT
1
i
I
I
I 0 so 100 200
FEET
1 1 INCH =100 FEET
i I
I
I i
I it I
i � I
I o I
ILnI
I Oi 1
I 10' TEMP UE co I
w
SEPARATE INSTRUMENT) I .114 1
ras sr '49t _ L34 I
;u 6085 SF 82.91 m i
n _ ;u 6085 SF 52.97 °
_ 4, 6ossSF s29r L30 � L33 � � ( o
„ p _ w 6,Dss sf sz.91 06 1 L32 8 ° 1'37"E 2 " L35 2 I
_ �n uN coo Soo u 6,085SF 5.68 S291' S2.91 .S 8°11'3 "
i rON8
N W r 6�� 3'3.8f j^3 �. ` - �r 1 I v, 29 28 I m.BL r.^o ^ o"05`�' o y 6.083S w 6,085SF 6110SF .0 5291 63.02' 0 2 "� '� N 5,857SF!u ;u w 24.51 �00- � ^ Q ¢7 z o m ui °16 y o o u� _ !+� 'vu� 3D. H►GH - ED 71223��`_1- z o^ ^ o^ 25 m^ w 7,362 SF m 116.89' N CIRS
z p 1 ? 2 o vS io w OD �{J RIVE ^ 'nm y o 24 0 23 m ` 22 4569 SF AE . I �' 1156845 Sfg M IG UE 20' Z o ^ w w 7,113 SF io •p w 6085 Sf 6,085 SF lj �m Nu; $ e^ nN Q0 1A SOD^ g O^ m bu; Tg �O Np coM Ow N 99.00,LOT 5 U8:41104 W I ^ ui 4 o v; 5 N .., o in _ w _-. ss3' L 5%9t' 2 0^ m :+ ^ 27 �- o m o Lv o N N o I o. =m N19 uN a 20 DE
�- .- ^ tv ; o vi io o Soo m W 30.)j(J' 0675E7 OTZ o m ^ '� 20 ui t° 18 v u; '17 0 16o m '11'37'E 116.89'm p ^AA ^ o ^ 6 ,'mo � 7 6, i'ioo.� o _ ?u -� UE �-3V(TOTAL) 5291' 1Z ^ ^ - ", GV115 00' u, ^p m ^ 7.S 7.S 52.9 --1.3T ' 6966SF 5750SF6978SF �n uS 9 y o No o n_ ,w z 6,085SFzr-I W I5978Sfz z5,854SFo 10 " 30� SQO� t� 5291� z 25.69' Z in d ;n ui eo o m �n _ 20'BL m 17B',^u w -��1Q S88. 8'48'E 88' 1153 z o - ° - .24.Oo' Z o ^ m •- :� S o m _ w bo�Tp >
67 5�0 32 _20BLzO ^ m •- 12 ;n ui 13 co O No O m :'� W in m 57 3 .1- -522732.19' S,750 SF 14 c: 6b-!)0^ -52 Qj' 38.0 o mRUNNING BRANCH ESTATES m 8'38'4E'W °.'o = I 65.45' S2oo' 8'13'39' S86.1537' 6'00' SO.Oa 5,750sFz z o ^ om ^ � � h yn""„ g � o in _ 3 6,9005E � f'� 0, ,sue '�►�� � o N '- U W � 15 DE
CAB. S, PAGE 185 PRDCT I �- oo N i ( y 115.00' w (� 54.65' S6.29' S84'07'37' S2 SD.Oa 6750 SF 6750 SF'Z z o ^ m ^ 15 ','� v; m o No o y - a v p
p "T p 7,393 SF 00, S0 5,750 SF Z o m ^ 16 u� ui en o m o �.� 0 '-� 7.S UE 501.48'23'W > " ' �N
56.19' 18 (, 3 H - S88'17'3TE 229.52 m
I I I 5980SFw w 82 5 sa3' S,7soSF z p ^ 17 - o Q, 3 2� 66_ N - 60.00' o �!� I
Q w N ( � � 46 - of � � w 200 S0.00' S0.00' 062 6750 SF ' � h ' I
m 126 SF. 6 217 SF w b i t SF E 686. o m^ 19 h- L-6pT s
J h rn W a b iv 4 m_ fZ u 98 5,980 SF 8200' S200 80.00 50.00� AL Z o^ o ' Q m ry O
I- Z O o - p o ^ p m_ 5, 0 SF OT ) 6750 SFZ
F Z I w 37 N v; 36 ' o 0 0 g o k" w 00' S,75DSF 750SFz 6 $ ^ _ ' 99 101 �, p 3 So30 512 HIGH GRADE DRIVE 7.suE I ^ ••
N88.3saE•w � > 5,980SF 52 50. 750SF o m �-
vN o L y »s.00 d i = ^ N 35 ;: S4 33 p o W s2oa so.00' 4 h ( ^ 100 p s� p - 3-� -,-
W I o^ c^ N o, o M o y_ 5,980 SFw 5�980 5200• 50.00• r, m y ,� o o a9.72'
y O V I v 0 N Z o o m^ 32 5,980 SF 52 I i` .�-• m ... ^ 102 p Fi�,00r'-3d:D0' I 252' (ESM'� I
aS D_ > ¢ O a Z 45 . 9.2T _z z Z o m ^ 31 ui 30 (o o coo u> ;u 6980 W $980 S 5200' S2oo' S0.00' 60.00'� ' '" om ^ m ^ 103 „� 104 m g 0 3 24.4a' 3
w x z a I I`n" g 19.90 Z o m m 29 y o Soo m_ 9 I ' 6,90o SF y o m 105 iti '+ o '0 3
y 1.23' z coo Soo m - W `•. 80SF 5200' �"' S75 SF �n ui 106 - cog io o, 25.9
t9 N 1 z w N69'3T33'w a .45 S�QO' ^ 2$ u� u� M o 6200' ' 60.Op 5,750SFy o m ^ 107 23.6T I
I 2IQ' 2 Q0' z o m 27 o m_ 5,9805E Z 50 $750sF 5780SFy o m '.'� co rn M o m I w w o �0 8' Z o m^ ;o vi o Soo m_ N� w 6980 SF OQ' S83.06�5 6750 SFy o m :o T 108 to m rn N p c o N o y o 0
,v3 w F °7 Do' 460. m m p v 110' 111 112 ui m I
> 52.0 ' �_ 2 2 " c ^ m ^ g vi I+i g h c m _ ;u o 50.00' 00' (TOTAL ' o v, .- 0 113 0 56.12'
U o < 105.02' OQR Z 26 25 7,130S ' Q 1'6900SF sD 50. E 00' ? 5750SF y o 109� ^ ¢ v;114 uoi
CD w .m I ra ti I o �� �> N88'3848 W 11235 4' -SZQp' 2Q81� Z o e 24 v� ui 13 N o �o o u� _ o I J 50.00' 50.00 5,750SF y p I A
aC .- w • C6 ZS U 3 -52.QQ Z o " m ^ vi 22 eo o Soo V 4750 SF 50.00' S0. 80.00' 6750 SF y o c .- r^. o io 1 n O Co
w n w G m ^ :� 21 m o I m w 675o sF 00 50, 80.00' S839 SF 5,929 SF 6048 SF g m y ai R °
04 w o I I N \`--632'12'15'E60.00' TV UE �� +--� _� cv� s20Q_ z a980SFo o � :' i1 20 07' m - :u w 5750SF 00' SO.OD 50.00' 0.49' 146 `�750SF 5,78DSF 5,750Sf 6,325SF o aI �I'' 3X m
ZQO Z 2 c^ m in g M o m w 5,750SF 50. 52.08' S3.70' co N co
`�`-- 9$ u, 6 50.00 50.00' S0.00' 55.0 W 3 o N
z M 44 &, - 1- 2 m I -c �n ui (o o coo _ 75oSF 5,750SF 50,00' 3'2626` 5249 (TOTAL' N w w W p
C+ 1$453 SF S _ cy � ' 97 00' S88'11'3 E 205.00' ) y 1� y y D
o O (N., N 6 20 BLS 3 62 -50. H/� ~ o I o Z ^ p 96 o "' 0 94 u� :+c w 6750 SF w 52. 85"4013' 87'S20 N I� ¢ 69,602 SF Q z U
95 $ ;u 50.00 55.00'
1 o T. o m^ 58.16' S0.00' N m co °D O
po.o 72'' �-"^'�-� 5 u; .- �n ui coo So _ � _ 6750 SF 5T 50.00' w y
� > Q. v I F- 27.04' --..-- 4.50 .- .- �n ui m Soo u� - 5249' I I
_DRIVE 71223' -`�-� T5 UE g o DO z o ^ m ^ 'o ui M o Soo N _ w W 6325SF r ¢
�' HBANKER 6,798SF vLU
b A 6 033 SF^ z o m^ w 6,
I w - .h` I o m 3 27.23 so oo^ 3D.00 � Z� � ^ 92 0 0 91 So 0 o Sn o ®N 183 SF 57s0 SF 6750 5 w 6750 S w o ¢ � 1
i I I N �ry 43 _� - 40 N 39 sa oir- -� _ - _ �3'06 N N -�0�0' (�� BL z O b y 90 yOj 89 m O ,. g N O N N 0 I 1 (h S ? CADG REGATTA III, LLC I
_ O- ,- m h i- �- S L in O Z 3 m
42 41 �1) N C-YD 2D 2 O m 86 Q N $5 u) M - N 3.
1 N N : ui o 38 m h - 31y.iw 7.SUE 1 / oD_ :, ^ 8S 87 p N O y �- TRACT
11,593 SF 8,554 SF co _ m 37 coo coo „, _ �_ 50 �2 35 0 p• Z o ,n ^ v
I N i p o� o p^ in N M o Sn o y o o --� Z^ o t7 ^ ^ � .- m .- o 5'Em � z o^ m^ m mo o m¢f
�+ O m > 36 m m r$ Ri W l•DTAL) 3 iSD 84 $3 I I SECOND TRACT
8.48 (n $751 SFy 2184 Z moo, 6835SFo " c ;� 35 m O <o g m o 3 �' m N 7.5' 0 _00 Z 6652SFz ^ z o o
S8838'4s'E27�08 (TOTAL) 23.6 21.sa' y 575oSFo '" m ... :u � h ,� o o k3 L -__ 'O:Q'0^ � - � .�.00' 25.90• z
O 17.70' m 5,750 SFo m ^ 34 �-" � - 2o'e •--._ s0"0(T'- � UE (CALLED 139.36 ACRES) I
154.10' 75.65 6.35 28.25' 14.23' m 5750SFo m 33 '.yam 32 �'oi o m g'•"o h N - 5'29.08• 2°BL 23.62' I DOC. NO.2013-44256 RPRDCT& I
I Z 1 158.34' 3234' (n 5,750SFg 5750SFo ^ o in �--�� -�' S�°' �p '
35.40 °' u' 31 h $0 0", o m o ,� po m 6�jr s10.12' �' SS.OQ 34.34' (ESM T) ^ DOC. NO.2015-63292 RPRDCT I
w I 52.00' S0.00' 88'22'28' 86'14'14' .48.�, 50.00' so.Da• y 5,750SFy 57sOsfo v 29 "� 0 28 i`oi o c o vi- o I 51.90• h vi o o z r'-1" '�'L%7 7-5 UE i 257
I ' w 6834 SF 5,750 SF 6832 SF 54.18 10 50.35 S1 �' S0.00 50.00 y 5,750 SFo, 750 SFo " m : 27 ,,, !'� p w 1 �'L7i CS 7.5 UE sDl'48'23'W ��
w w 583.06 `� 26 ,M ui o 527i" --�.�.�--N88.11'37W 229.ST 60.0 ' p (CURRENT DEED) I
11,9t7SF y N N w 6930SFw 5,882SF 57.00' S7 50.00' s0A0 E674.23 y 5,7508E m ^ 25 y o h _ 6o62SF 3°27T- HIGH BANDRIVE
AUBREYAGGREGA
>d 6 u 5790SF oo' nOTAL �6750SFo m- W o coo �- RIVE 7.SUE �, n �\� TES LLC
s d. N vi ^ o r o g i5 c m_ w 5,865SF 57.00' 80.00' ) y, p N J •., o ,,, o _ 1'- KER D
I w O q 6 7 N vi $ N u; 9 0 ^ o !o o m . ;u 5,865 SF 51.oD' S1 `�-00' S0 so SFy 6400 SF ' y 1 v; y „ o o _ 1 M PARCEL 2, TRACT 3
Z 7 Y ,- '. ^ m ui 10 o vi o Soo m. w 5 865 SF 00' 00' 1 m^ m •., o
a L I o^ 11 t(roy 5,865SF 57.Do' SO.00' n o 3 0- c; Fi
v r' .- N ^ ,m ui M O N+7 O ip _ W ,•q ui T. �'-� N
Z o o p in 12 ,^ m p p w 5;865 SF Sl.DO• 50.00' ' o m ^ 4 o 'n o T.71 RP (CALLED 276.69 ACRES) I
bd z o m ^ 13 5865Sf 51. 50.00' m o m ;� ' S (o So cn - 32.7i' ao
P ,o .03'�n ui 74 o Soo h _ °D' 60, y o '- m ;n •� coo m o _ 0.73' -,- T$3 5'S6'14'E 127.05
2D'BL 2233' 2 o m coo ! o io W 5865SF 51.00' 00' ' 0 7,212SF y p 6 m ui ° o coo _ 19.15' - tr INST. N0.2017-115329 RPRDCT
I I I^ 13,561 SF �y3 13.00' z o m ^ 15 ;o ui coo coo to _ ;u 6865 SF 51.00' 0 6,062 SF O 6,062 SF y om m 7 m o y o _ A 39.2 \38 ^ 10Z03' w 2X ° I
62.77 6,062 SF ui o o m -
�26.91 �Q 00 , z o m '- 16 m ui o No p „� („ 5865 SF 6288' c $
5 2_ 36.35' z o ^ m ^ :� uN uoi m g M ouwi _ ' m 62.J7' 5277' S83• 6,062 SF 9 10 v ^ 11 'm p N o 0 14 Co 0 1 .O
i w 491 17 18 6865 SF 06 m ti^ c .- �^ �^ S" o m o N o o � o ro m o 79,733Sf I i -Z-0 2 o w 5,865 SF N 5277' S'E 48q 3 6062 SFy p m^ m 12 u; o N 82 v
/ s34•sa'3e'w 6o.oa �1. z p 19 0" 31 sFQ 1 5 s277 s2.7r ) 15 ^ 16 - 2s.ar ;n ui 20 o No o Z m _ ;+i 2 0 5277' (T07AL 6062 SF 6,062 SF O v ^ 13 m upi I o
S88'3B'48'E 11235 � 7.S UE �� s� �'� z 2 � h rorij j' i'.i g M o ': � 7,272 SF 6062 SF 271 • y o iv •- .- ^ r, I '
21 � � 5277' S2.71' 6,298 SFy o o '- .- .- N S88'11'3TE
;u 5277' 5277' 6,302 SF y y c o ^
2 o m m !+( 6,062SF •TI' 5277' 52.71' 6150SF 6�2 6,062SFg 7,092SF (- -I y I
6,062 SF 52 m ..J
I I N89'45'SSW '� 7.5' UE o N ST -�-�- 5 �, 24 ' y o No o m w 8271' � �. 6062 SF220.96' AL � o � 116.90' � 0 20' DE
p RP TIN -�0� 20'BL z 2 ^ o `= ^ o m _ w 6,062 SF 6,062 SF 57.00' 52.71' S2.71' S.96' 6283' I I R m o
I 105.03' o c, `-►... ,� AR 32 6,062SF 5277' Sa.29' ST ) I � o $1 v I i' N �%'R -'�L1 QQ Z ✓0 ROW I S84'09 1✓ N
5,895SF 1 �.± _ 2� 34.45' _ ALOE 5 in "S `u� h g o w 6,062SW 6,062SF �.00. �5706'8• 52.71' F S881137'E m o b I I
�Jj 59 i2'- �4 1.Q0� 1 30 u3 ui o So c u, _ a 54 297• 6283' o h m p Y
I J o m^ 29 ^ y y o w 5277 5277' (' 116.90' N ¢
Z O m "- (7 0 No 0 m_ W (7 ul
4 w 39.ZT 21. 52.7$' -'--'�.�.,,,_ �0' � 2S 23• 1 2 0 ^ m -- 28 f$
I I N88'36'48'W m ^ W N co 6,454 SF 9.40 i3T 712 7.S U Z ^ o m 27 '16 u, m 40 00 6811 SF 6,822 SF w 6,337 SF w 6,062 SF 6062 SF I M y i I
115.00 N o :� > I w7$^ 5'F73, - 23 �-- E �Z7�7 20'BL Z 2 0 ^ m •- 25c 24 p N p "' o �, - m �/ W 6,062 SFw 7226 ^ I w ? o o N O
34 O L/3 2 6 h h h ,,, N O N O f7 G Ol
N (N N of 31 N O W, '2S' t• �- z O m ,d, uj O N O N O 1D N Q a'
1 t/29RF u, .,. ( 7 m ui 33 N ^ 32 m ^ co '� o u, w -•� ,Q --�.� sa3•o E - �a271, z p ^ ^ 23 p 22 m m p N 00 � 81' ( ' o a
_ r, 1 ^ 21 ^ 20 m �, p ssa•113TE "' ib 2 I
N 5 54 SF N o 30 Soo to _ w 20'BL 32.7'3'' 222.35 271' Z o ^ o ^ a ui u>i m Z N o c '- �o .- :' � h o Soo u, _ w �_ (TOT � � , , �_ 19 v uN m m rz � I
3 29 ui m o coo m_ 7.S UE �) 7-SUE 1 Z o N^ ^ ^ 18 v h v
y $ 28 ^ 27 ui m o Soo h w o ''� 52 L 52_71' 73' z Z 22.31' z z^ c 1 0 CK 116.90' y o a rn
YSTEELPIPEEND. �" 14.96' 1206' L f, I 7,091 SF 6,071 SF 6286 y O y 6,13) SFo '- m ^ :''� coo ^', o h _ Iu to -+� ' I
e- N88'40'49'Y! 1.4 1 69' m z o m 26 m vi 25 m o So o_ w -� �2.73' -�' j 7.5 UE�`2.7t' 60.56' 61.40' z Z J I z I Q 79 c i z W rn
115.00' LL 62.72' 51.28' 523T 8.17 6,064 SF Z o ^ o ^ � ^ 24 m o m o _ ;u
0 0 5,750SF - w 51.04' 6,064SF Z Soo h _ :u '� 510.12' •-...o N - 33_56' 52.77_ 5277' S0'ROW ui n I o ---�•t
44.67 6,064 SF Z o m m ui °f, j' coo c p y _ 7,274 SF N c^ 00^ t - 5277' 6283' S88.113TE N
C o I 2 fn m m w L13 L1 L11 u 5273' 5273 6,064 SF 2 0 ^ 7n ^ h u; 21 o Soo _ o m 3i. c - -' o
v;^ coo '� �' h I
ci 3 i 6,Oba SF z o^ m^ m o 0 0 116.9D'
15.00' N o ; 0 82.73' 6,064 SF 20 LL m W 3i N TF UE w N
•. v Z _ I m \ 5273' 6,064 SFZ o 19 ,� h �, o ;u tl0"b0' - S88'11'3TE 279.52' v o m o o O 52 7 6,o6a SF �' ^ m ^ 18 ^ o m 3t.oa TIN STAR S -- "; �$ a o I g N vl z
K O (7 0 O
7.5 UE - INSi. N0. o , m m ° 0 3'
*•7.suE N88 4049"W + ILL �m s2.73 bo6asfz
52.73' 6064 SF o - L 34 coo Soo W -5,865 SFw $j�JO• TREE? w^
2023-50602 RPRDCT o I ¢ i 1 2 O N83 06 52.73' 6,06a SF y 1 o ;� - 3 o Soo m " w i�o 7.5' UE >m 116.90' ui I 1 TOE
3 g i l 130.00I I la m, I m 3 q 25 5273' 0 t o m^ 3 '� coo No o- -- L
156L 1 �n ui coo Soo m _ 16.12' 907 M-O6'- W ri S85'il 3TE _:
c 5a 37 5273' 1 31 ^ y y m o No o to _ :u 62.3'-$'
687. _ .- � o ^ ;o ^ ;� h m o Soo h _ :u �Ol)'L-5'1.-00' -��- in
_ � a I� 6 8273• �L9 I z p m 30 -___ i:b'o ',ia6' �
.- ;n vi y o Soo m_ w 11.82' GO
7 6273' - z 5,865SF2 ^ o m '- 29 2$ w ,� 116.90' y o 8 J 7015SF 6865SF
V o 9 _� 61 ®z o^ m 27 y V) cq o o a a_ w u, 7,170 SF� N
T - 1 D LL DO' Z O
e- m^ eo O f]O O_ W W W
---- - _ 11 12 I I
K + U (7
20'BL 13 I I mow?7n I
I 57.00 st-00 51 5865SF 6865SFZ 68 Fz
N m 7.F UE N I oo' ss 2 2 2 1 1 za DE _ 51.00 S 6865 S o S SFZ ^ 5 Z c' 4 o y 2 uoi 88'11'37'E '� m o 0
_ - _ _ 1a m N83 1.00' s
b 3
5, 6 '- � � "' 2 '"
HIGH COUNTRY PHASE _ 15 I 51.00 6997SF z z ^ o ^ 9 M
1 m I
0�� g ^ s I
16 --I I 25 W 469.00 51.00' 51.0& 6059SF 6,059SF z z z z 2 25 ti o N i
DOC. NO.2022 376 PRDCT 7SUE - - - 17 �I 1 5911 SF �865SF
D.R.
HORTON-TEXAS,LTD 7.5'UE I _ - - _ - _ _ - CT3_ m z ' 1 83.39' S4.50' S4.50' 6865 SF 5865SF i L2 N 76 I ^ POINT OF
(REMAINDER CALLED 224.565 ACRES) - =1 X� - - - - - - ZS U �- _ - _ J o I 2 4 i'L a LS LL 51.81' LL 57.00 51.00 " 51.00 ^ ¢ o
_ ^ I 3 L6 LL 62.35 LL u 116.90, m 1� Do BEGINNING
INST. NO.2020 67973 RPRDCT -1s' EE - I I 24 - - - _ _ I L _ 5 6 (Ar v m �, �„ L4 N88 1137 W 215.35 t m �' I l N88°1137,W Q76.90 C12F�Gc)
1 ( 1 ( r--I --_ - 7 .3 �m m8 m8 y�UJI�m'
I I W I I 24 - e� - _-� _ _ _ _ ,s GRAYS_ qRR� DRY _ _ _ _ _ _ _ _ _ _ - e 9 10 11 �:a ��I I I I 75 1 2x ILL I
I I i I Z I I I 1 I 1 I�_ UE __ _ 20, BL 12 13 14 15 17 i Q i m V w
1 16 �i Z 11 0, LO
m z I
nI I 2 I Q I I I 23 2 i i I i I 23 1 1 i 1 2D'BL __, y �_S7 ''W �-- - -_--- __ _ --- -- -- __ __-_ - �I 1 0 I I 74 1 W o o Q I
1 11 I I I O 2 I I W W 1 I 2 3 q '' I� I r 21 _T 15'BL 7.5'UE V (w 1 I b 73 I z v aq 6 8.
b_ I
CALLED 1 i 3 i I I ®3 ( I 11 ( 5 G 1 1 --____ - HIGH COUNTRY PHASE 1
60'ROW I I I I I I 22 C'i y I O Q ® 1 O 0 - - _ _ - _ _ _ 7.5 UEDOC. NO.2022-376 PRDCT - --j I co y
W 1 1 1 3 I I= W i I I �� �' I �' Q I 1 20BL ---- _ � 54Cai
I I >I i 21 I 1 1 Z I = 20 Y---�---- -- --- 1100-DE-•DOC. lox i
1 I O 4 I y 1 4 i t I I ao
21 H I I 23 �U" I I 2 Q I 33 32 ® 1 i i 72 NO.2o22 376 N m Y
I 1 I I I I I I( 25 24 1 i I PRDCT
M
CALLED
60' ROW
5/8-CIRF (BCG)
c
01
5/8-CIRF (BCG)
88°38'48"E
130.00'
5.00' 115.0 '
5,964 SF
3
3 N88'39'48'W
M 115.00'
t88
5'264 SF'38'48'W
115.00'
6867SF y
Q4
�1
V>
W
>
( 34
5/8'CIRF (8CG}
IN �
5/8'CIRF (8CG
Ico �
I
3
25.00' , 25.00'
CIRF (BC
12.06' 117 L15> 'CIRF (BCG)
'Cl6 C1 I 62.7r
2 I$ J J IRE (BCG)
o I Scale
1"=60'
DETAIL "A"
10' TEMP UE
(BY SEPARATE INSTRUME"
LS88°38'48'E
50.00'
25 25
CIRs S01°21,12"W
G50 ROW
75.58'
25 25'
�, S88'3848"E
1 1
23
60.50 50.50
5216
f
6 958 SF
i-- w 4 017 F3
6900 SF
I
1!i
^
I �O NO
o ro
i
1
IL
z
^
1
26.35'`
Ji4' �o i2
24.1 1
162-35' 7.5 UE
3b IIo' 7i3r
PgS.iRp,CS NO 36
otX55.0-eS',R SURD
c
� N
L4 _L2 " 1
W
µvw or
;u
�sos
50so'
W
S8 ° 06�5"
so.5o
= 4 o
0 0
o
W
`� o
saoasW 88088E
so.so 673. 53'
'� '�
5 m
m 6
Z, ui 7
u, _ w 5,808 SF 50.80'
� g !� o ku _ W %808 SF s0.50'
J808 SF
50-SO
z
_0
z
z ^
�n ui eo o No o m
^ $ 9 '.`"'' '� S g
10
W
m ouwi 5808 SF 6808 SF
80.8°
SO.SO'
80,5
L 13.70'
= '.,
2 0 ,o '-'
"
11 ,,, a 1u 5�808
O
SF
W
0' BD
z 2
Z
12 h ^ 13 g ; o
14
;� AC 5,808sFL. 5,807SF
o'
'� 54,sQ
z z- o wp-
15 Y, � f 5 g
too
o
7.5-UE �0 0 -5Q z
m_
2 5,808SFo ^
77 m
o ^
So 8
18 yu y
y N
'�----••_-��
Q--�'O�ag'-1.Q.,iQ'- ° L Z
Z^
Z
Line Table
Line #
Direction
Length
L1
NO1'48'23'E
30.00'
L2
N88'11'37W
50.00'
L3
S01.4823'W
36.42'
L4
N88'08'40"W
51.81'
L5
N86'55'01'W
54.50'
L6
N85"1071'W
54.5W
L7
N83'31'24'W
53.39'
L8
N06'53'35'E
30.OV
L9
N83'06'25'W
50.00'
L10
S06'53'35W
30.00'
L11
N84.58'14'W
59.16'
L12
N88-07-47-W
55.87
L13
N88'40'49'W
114.00'
L14
N011911'E
22.06'
L15
N01'211TE
2.26
L16
N88'38'48'W
50.00'
L17
S01'2112'W
2.25'
L18
S01'19*11'W
62.06'
L19
N46'21'12'E
43.84'
L20
N01-21.12-E 1
50.00'
Line Table
Line #
Direction
Length
L21
N43'3848'W
43.84'
L22
N01'21'12'E
10.00'
L23
S88'2633'E
52.16'
L24
S86'5725'E
53.97
L25
S85-1346'E
53.97
L26
S83'34'25'E
53.07
L27
N06'53'35'E
10.00'
L28
S83.06'25'E
50.00'
L29
S06.53'35W
10.00'
L30
S83'06'28'E
53.06'
L31
S84.5945'E
60.20'
L32
S87'5N33'E
55.68'
L33
N01'4823'E
10.00'
L34
S88'11'37'E
50.00'
L35
S01'4823'W
15.70'
L36
S58'14'54"W
60.OV
L37
S57'4745'W
60.00'
L38
S54-38'11'E
60.00'
Curve Table
Curve #
Delta
Radius
Length
Chord Bear
Chord Length
C1
090.00'00'
50.00'
78.54'
N46`21.12-E
70.71'
C2
005*32124'
1090.00'
105.39'
S85.5237E
1 OR 35'
C3
005*0613"
1650.00'
146.49'
S85'39'01'E
146.44'
C4
090.00'00'
50.00'
78-SW
S43'11'37'E
70.71'
CS
j 005.0513-
1370.00'
121.63'
S85'39'01'E
121.59'
C6
005'3224"
1370.00'
132.47*
N85'52'37'W
132.41'
C7
090'00'00'
50.00'
78.5X
N43'3848'W
70.71'
C8
005-32'24-
1650.00'
159-W
S85-52-37-E
159.48'
C9
005.05'13'
1090.00'
96.77
S85'39'01"E
96.74'
C10
090•o0'00'
woo,
78.54'
N46'4823'E
70.71'
C11
157'06'53'
60.00'
164.53'
N46'21'12'E
117.61'
C12
123.3376'
60.00'
129.39'
N26'24'54'W
105.7N
C13
157.0653'
60.00'
164.53'
S43-38.48-E
117.61'
C14
123'3329'
60.00'
129.39'
N30'01'38'E
105.74'
C15
000'02%'
9760.00'
5.70'
N01.20-11-E
5.70'
C16
000'02'00'
9810.00'
5.77
S01-2011-W
53T
70' TEMP UE
,'r SEPARATE ►NSTRUMEIM
L27
W
r66 SF b ! h f
_ ' n
0
19m � o
ip
o
D.R. HORTON - TEXAS, LTD
TRACT 3
(REMAINDER CALLED 224.565 ACRES)
INST. No. 2020.67973 RPRDCT
Upper Trinity Regional Water District (UTRWD) Easement Notes
1. No deep-rooted trees and other landscaping that impedes UTRWD ability to operate and maintain its facilities
is allowed in UTRWD Easement.
2. Storage of construction material or other items/equipment is prohibited.
3. No dedication of Right -of -Way or Utility Easements is allowed over UTRWD Easement.
4. No roads and no utilities are allowed within UTRWD Easement.
5. Streets, pavement and other crossings must be at 90-degrees angle or as close as possible to the
90-degree angle. All paving within the easement is at risk- at risk means that UTRWD will not replace
paving within the easement.
6. No detention ponds (including berms and dams) or drainage ditches/stromwater facilities are
allowed within UTRWD Easement.
7. No fencing is allowed in UTRWD Easement.
8. No drilling or excavation is allowed in UTRWD Easement.
9. No permanent structures are allowed in UTRWD Easement. All flatwork and landscaping within the
easement are at risk. At risk means UTRWD is not required to replace any flatwork or landscaping within the
easement in the event we need to access the easement or pipeline.
10. All fittimg shall be located outside of UTRWD Easement.
11. The surface grade shall not be changed without written approval from UTRWD. Any grading changes
shall not impede access across the easement and to any UTRWD structures or appurtenances.
12. UTRWD hereby retains all its preexisting dominant and superior legal property rights.
* UNLESS OTHERWISE
NOTED ON PLAT
r LOT
Imo-
C +
�S
1tr
STREET
C.C. = CORNER CLIP
V.E = VISIBILITY EASEMENT
10'x10' CORNER CLIP EASEMENT
& 25'x25'* VISIBILITY EASEMENT
TYP.
N.T.S.
OWNER D.R.HORTON-TEXAS, LTD.
4306 MILLER ROAD
ROW=. TX 75088
CONTACT: DAVID BOOTH
PH (214) 607-4244
RPLS OF RECORD: JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.5184
ILLEJ
2
BYROM
R
I
OM
I
PROJECT
SITE
2931
2
S
STE ART
377
FFRROPIKWN�TIER
i
U
m
I
LIBER Y
2931
3
T
F
w
M
m
E
�
t
in
�
FISH TRAP
FISH
424
0
2931
1-1E
a TRAP
0'0
CJ
Z
BARRAZA
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO, 10194538
TBPE FIRM REG. NO.20683
801 East Campbell Road, Ste. 650
Richardson, Texas 75081
TELEPHONE - (214)-484-7055
EMAIL - JNichols@Barraza-Group.com
PROJECT # - 2019010-02
DATE - June 2024
� l ► AT
N.T.S.
LEGEND
UE
UTILITY EASEMENT
DE
DRAINAGE EASEMENT
WME
WALL MAINTENANCE EASEMENT
LSE
LANDSCAPING EASEMENT
WLE
WATER LINE EASEMENT
SSE
SANITARY SEWER EASEMENT
BL
BUILDING SETBACK LINE
ROW
RIGHT-OF-WAY
ESMT
EASEMENT
RP
RADIUS POINT
S&E
SAVE AND EXCEPT
HOA
HOME OWNERS ASSOCIATION
CIRF
CAPPED IRON ROD FOUND
IRF
IRON ROD FOUND
RPRDCT
REAL PROPERTY RECORDS OF
DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS OF DENTON
COUNTY, TEXAS
®
SUBDIVISION BLOCK
O
DENOTES STREET NAME CHANGE
UTRWD
UPPER TRINITY REGIONAL
WATER DISTRICT
MSUD
MUSTANG SPECIAL UTILITY
DISTRICT
CIRS
5/8-INCH IRON ROD WITH CAP
STAMPED 'BCG 10194538-SET
LINETYPE LEGEND:
BOUNDARY LINE
PROP. R.O.W. LINE
PROP. LOT LINE
- PROP. ROAD CL
BUILDING LINE
- - - - - - - - - EASEMENT LINE
® -- -- ABSTRACT LINE
AREA TABLE
TYPE
QUANTITY
AREA (ACRES)
RESIDENTIAL
227
32.250
OPEN SPACE
4
3.805
RIGHT-OF-WAY
N/A
8.789
TOTAL
231
44.844
FINAL PLAT
HIGH COUNTRY PHASE 2
44.844 ACRES
227 RESIDENTIAL LOTS - 4 OPEN SPACE / HOA LOTS
LOTS 76-115, & 2X-3X, BLOCK A; LOTS 18-34, BLOCK W;
LOTS 18-34, BLOCKX; LOTS 1-32, BLOCKY;
LOTS 2-48, & 1 X, BLOCK Z, LOTS 1-37, BLOCK AA;
LOTS 1-19, BLOCK AC; LOTS 16-30, BLOCK AE;
LOTS 1-3, & 1 X, BLOCK AH
SITUATED IN THE
JAMES BRIDGES, JR. SURVEY - ABSTRACT NO.36
THE LAKES FRESH WATER SUPPLY DISTRICT
CITY OF AUBREY ETJ
DENTON COUNTY, TEXAS
V
SHEET 1 of 3
OWNER'S CERTIFICATION
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS D.R. Horton - Texas, Ltd. is the owner of that certain tract of land situated in the James Bridges, Jr. Survey, Abstract No. 36, in Denton County, Texas,
and being a portion of that certain tract of land described as Tract 3 in deed to D.R. Horton - Texas, Ltd. recorded in Instrument No. 2020-67973, of the Real
Property Records, Denton County, Texas, (RPRDCT) and being more particularly described as follows:
BEGINNING at a 5/8-inch iron rod with cap stamped'BCG 10194538' found on the east line of said Tract 3, and being located at the northeast comer of High
Country Phase 1, an addition to Denton County, Texas according to Final Plat recorded in Document No. 2022-376, of the Plat Records of Denton County, Texas
(PRDCT), from which a 5/8-inch iron rod with cap stamped "BCG 10194538" found at the southeast corner of said High Country Phase 1 bears South 01'48'23"
West, a distance of 860.00 feet,
THENCE with the northerly line of said High Country Phase 1, the following courses to 5/8-inch iron rods with cap stamped 'BCG 101 94538'found for comer.
North 88*11'37" West, a distance of 216.90 feet,
North 01'4823" East, a distance of 30.00 feet,
North 88*11'37" West, a distance of 50.00 feet;
South 01'4823" West, a distance of 36.42 feet;
North 88*11'37* West, a distance of 215.35 feet,
North 88'08'40" West, a distance of 51.81 feet;
North 86'55'01" West, a distance of 54.50 feet;
North 85*1021" West, a distance of 54.50 feet,
North 83'31'24" West, a distance of 53.39 feet;
North 83'06'25" West, a distance of 469.00 feet,
North 06"53'35" East, a distance of 30.00 feet,
North 83'06'25' West, a distance of 50.00 feet;
South 06'53'35' West, a distance of 30.00 feet,
North 83'06'25" West, a distance of 687.37 feet,
North 84*58'14" West, a distance of 59.16 feet;
North 88'07'47" West, a distance of 55.87 feet,
North 88'40'49" West, a distance of 114.00 feet,
North 01 *1911" East, a distance of 22.06 feet, said iron rod being located at the beginning of a tangent curve to the right,
Northeasterly, with said curve which has a central angle of 00'02'00", a radius of 9760.00 feet, a chord which bears North 01 *20'11" East, a distance of
5.70 feet, and an arc length of 5.70 feet, to the end of said curve;
North 01 *2112" East, a distance of 2.25 feet;
North 88'3848" West, a distance of 50.00 feet,
South 01 *2112" West, a distance of 2.25 feet, said iron rod being located at the beginning of a tangent curve to the left,
Southwesterly, with said curve which has a central angle of 00'02'00', a radius of 9810.00 feet, a chord which bears South 01*2011" West, a distance of
5.72 feet, and an arc length of 5.72 feet, to the end of said curve;
South 01 *19'11" West, a distance of 62.06 feet,
And North 88'40'49" West, a distance of 130.00 feet, said iron rod being located on the east right-of-way line of McNatt Road (variable width right-of-way,
dedicated according to said High Country Phase 1 Final Plat);
THENCE with said east right-of-way line of McNatt Road, the following courses to a 5/8-inch iron rods with cap stamped "BCG 10194538" found for comer.
North 01 *1911" East, a distance of 64.96 feet,
North 01'21'12" East, a distance of 619.34 feet;
North 46*21'12" East, a distance of 43.84 feet;
North 01 *21'12" East, a distance of 50.00 feet,
North 43"3848" West, a distance of 43.84 feet,
And North 01 *21'12" East, a distance of 149.58 feet, from which a 5/8-inch iron rod with cap stamped'BCG 10194538' found on said east right-of-way line
of McNatt Road bears North 01 *21'12' East, a distance of 578.16 feet;
THENCE over and across said Tract 3, the following courses to 5/8-inch iron rods with cap stamped 'BCG 10194538' set for comer.
South 88'3848" East, a distance of 130.00 feet,
North 01 *21'12" East, a distance of 10.00 feet,
South 88'3848" East, a distance of 50.00 feet,
South 01 *21'12' West, a distance of 75.58 feet,
South 88'3848" East, a distance of 111.00 feet,
South 88'2633" East, a distance of 52.16 feet,
South 86'5725" East, a distance of 53.97 feet;
South 85*1346" East, a distance of 53.97 feet,
South 83'3425" East, a distance of 53.03 feet;
South 83'06'25" East, a distance of 673.53 feet,
North 06'5335" East, a distance of 10.00 feet;
South 83"06'25" East, a distance of 50.00 feet;
South 06"53'35" West, a distance of 10.00 feet;
South 83'06'25" East, a distance of 433.28 feet,
South 83'06'28" East, a distance of 53.06 feet,
South 84'59'45" East, a distance of 60.20 feet;
South 87'54'33" East, a distance of 55.68 feet,
South 88*11'37" East, a distance of 221.75 feet,
(CONTINUED)
(CONTINUED)
North 01'48'23" East, a distance of 10.00 feet,
South 88*11'37' East, a distance of 50.00 feet;
South 01 "48'23' West, a distance of 15.70 feet;
And South 88*11'3T East, a distance of 216.89 feet, said iron rod being located on said east line of Tract 3 in deed to D.R. Horton -
Texas, Ltd., from which a 1/2-inch iron rod found at the northeast comer of Tract 3 bears North 01'48'23" East, a distance of
879.05 feet;
THENCE South 01'48'23" West, with the east line of Tract 3, a distance of 827.87 feet to the POINT OF BEGINNING, containing an area of
44.844 acres of land.
OWNER'S DEDICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That, D.R. HORTON - TEXAS, LTD. acting herein by and through its duly authorized officers, do hereby adopt this plat designating the
hereinabove described property as High Country Phase 2, an addition to Denton County, Texas, and do hereby dedicate to The
Lakes Fresh Water Supply District (The District), in fee simple, the streets and public use areas shown hereon, and do hereby
dedicate the easements shown hereon for the purposes indicated to the exclusive use forever of The District, 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. At the discretion of The District
and subject to it's written approval, utility easements may also be used for the mutual use and accommodation of all public
utilities desiring to use the same unless the easement limits the use to a particular utility or utilities, said use by public utilities
being subordinate to The District use thereof. Any public utility given the right by The District to use said easements 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. Any public utility shall at all times have the right of ingress and egress to and from and upon any 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 procuring the permission of anyone. I do hereby bind myself, my successors
and assigns to forever warrant and defend all and singular the above described streets, easements and rights unto The District
against every person whomsoever comes lawfully claiming or to claim the same or any part thereof. This property is located
within the The City of Aubrey Extra Territorial Jurisdiction. This plat approval is subject to all the platting ordinances, rules and
regulations of City of Aubrey, Denton County, Texas.
WITNESS MY HAND THIS 6DAY OF-JUt-4- 2024.
D.R. HORTON - TEXAS, LTD.
BY:
DAVID BOOTH
LAND ACQUISITION DEVELOPMENT MANAGER
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY
PERSONALLY APPEARED DAVID BOOTH, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO
THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND
CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS AY OF
2024.
A •
,�paY PLg KAREN WILLIAMS
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS. _ Notary ID #125155758
My Commission Expires
MY COMMISSION EXPIRES: d r ('LS 'Fov�Et February 7, 2025
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
THAT I, JIMMIE D. NICHOLS, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS PLAT WAS
PREPARED AND THE FIELD NOTES MADE A PART HEREOF FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND
THAT THE CORNER MONUMENTS SHOWN HEREON WERE FOUND OR PROPERLY PLACED UNDER MY PERSONAL
SUPERVISION IN ACCORDANCE WITH THE CITY OF AUBREY SUBDIVISION REGULATIONS.
DATED THIS THE �� DAY OF �`-�``� 2024.
VZT� ( L,Q7ERF�gcS
JIMMIED. NICHOLS r .. ....
REGISTERED PROFESSIONAL LAND SURVEYOR NO.5184 " jjNj(,IE D. NICHO.LD
5184 r
STATE OF TEXAS oROFESstCa� 4-�,/
S COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY
PERSONALLY APPEARED JIMMIE D. NICHOLS, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS DAY OF 2024.
n
4/t
AMANDA RENEE SMITH
ROTARY PUBLIC IN AND FOR HE STATE OF TEXAS. Notary Public, State of Texas
Comm. Expires 01-09-2026
OF
MY COMMISSION EXPIRES: 6I O o (e d Notary ID 125153769
NOTES:
1. WATER SERVICE AND SANITARY SEWER SERVICE TO BE PROVIDED BY MUSTANG SPECIAL UTILITY DISTRICT.
2. UTILITY PROVIDERS:
(A) ELECTRIC & GAS SERVICE: COSERV (B) TELEPHONE SERVICE: AT&T
7701 SOUTH STEMMONS 2301 RIDGEVIEW DRIVE
CORINTH, TEXAS 76210 PLANO, TEXAS 75025
1-800-274.4014 (972) 569-3084
(C) WATER & SANITARY SEWER UTILITY SERVICE:
MUSTANG SPECIAL UTILITY DISTRICT
7985 FM 2931
AUBREY, TEXAS 76227
(940) 440-9561
3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL
QUALITY.
PLAT ARE THE RESPONSIBILITY OF THE LAKES FRESH WATER SUPPLY DISTRICT.
4. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS
5. THE CITY OF AUBREY AND/OR DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF DRIVES,
EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE
RESPONSIBLE FOR THE MAINTENANCE OF DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN
SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF AUBREY FROM ALL CLAIMS,
DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID
OWNERS SET FORTH IN THIS PARAGRAPH.
6. ALL UTILITY EASEMENTS FOR FRANCHISE DRY UTILITIES SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR
THE EXCLUSIVE USE OF THE FRANCHISE DRY UTILITIES UNLESS OTHERWISE NOTED.
7. LOTS ENDING WITH AN "X' ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF "X" LOTS SHALL BE THE RESPONSIBILITY
OF THE HOMEOWNERS ASSOCIATION (HOA). (LOT 2X, BLOCK A, LOT 3X, BLOCK A, LOT 1X, BLOCK Z; AND LOT 1X,
BLOCK AH).
8. MAINTENANCE OF WALL MAINTENANCE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS
ASSOCIATION (HOA).
9. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS,
AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY.
10. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS IS
PROHIBITED.
11. THE CITY OF AUBREY AND/OR DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR
LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS.
12. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS
OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE
TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS.
13. SUBJECT PROPERTY LIES WITHIN ZONE X (UN -SHADED AREA), DEFINED AS -AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOODPLAIN ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS AND INCORPORATED AREAS, NUMBER 48121 CO265G, REVISION
DATE APRIL 18, 2011.
14. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY SHALL BE ALLOWED WITHIN AN
IDENTIFIED 'FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT
INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL
RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT;
AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE
REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO
FOOT ABOVE THE 100-YEAR FLOOD ELEVATION.
15. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE MONUMENTED EAST LINE OF HIGH
COUNTRY PHASE 1, AN ADDITION TO DENTON COUNTY, TEXAS RECORDED IN DOCUMENT NO.2022-376, PLAT
RECORDS OF DENTON COUNTY, TEXAS (SO1'48'23"W).
CERTIFICATE OF FINAL PLAT APPROVED
This Final Plat was reviewed and approved by the City
Council of the City of Aubrey, Texas the
day of f LU'►1 bir 2834:70 2I
Chris Rich, Mayor
City of Aubrey, Texas
OWNER D.RHORTON -TEXAS, LTD.
4306 MILLER ROAD
ROWLETT, TX 75088
CONTACT: DAVID BOOTH
PH (214) 607-4244
RPLS OF RECORD: JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.5184
,,,,%%�Or- A lam^`
or-
-
i SEAL ;
P r
+F•q�ltt\tA
FINAL PLAT
HIGH COUNTRY PHASE 2
44.844 ACRES
227 RESIDENTIAL LOTS - 4 OPEN SPACE / HOA LOTS
LOTS 76-115, & 2X-3X, BLOCK A; LOTS 18-34, BLOCK W.
LOTS 18-34, BLOCK X, LOTS 1-32, BLOCK Y,
LOTS 2-48, & 1X, BLOCK Z, LOTS 1-37, BLOCK AA;
LOTS 1-19, BLOCK AC, LOTS 16-30, BLOCK AE,
LOTS 1-3, & 1X, BLOCK AH
SITUATED IN THE
JAMES BRIDGES, JR. SURVEY - ABSTRACT NO.36
THE LAKES FRESH WATER SUPPLY DISTRICT
CITY OF AUBREY ETJ
DENTON COUNTY, TEXAS
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO. 10194538
TBPE FIRM REG. NO.20683
801 East Campbell Road, Ste. 650
Richardson, Texas 75081
TELEPHONE - (214)-484-7055
EMAIL - JNichols@Barraza-Group.com
PROJECT # - 2019010-02
DATE - June 2024
Filed for Record
in the Official Records Of:
Denton County
On: 7/3/2024 8:11:15 AM
In the PLAT Records
HIGH COUNTRY PHASE 2
Doc Number: 2024-237
Number of Pages: 3
Amount: 150.00
Order#:
By: BH
SHEET 2 of 3