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8 `1
11
7
6
12
5 I
10 3 L71 `P•'.L► 11 4 13
72� +�
114 CAM
30'x5O' WATER ' q ,/ \ , 3'y�.�yTRAILS OF ELIZABETH CREEK h
I i FACILITY EASEMENT / PHASE 1
C.C.# D218194055 \ i 5 �'�j�� '�!' �- , / / g�� ,o ��� j �p+g o O�G = 1� y�����01ry C.C.# 2019-289 s
O.P.R.T.C.T. 11 / �v Q` O �°� R.P.R.D.C.T. �1
\ 6 ?ry~ 16 I
156 2 •$ d t •�, ej BO/1.S l,1DUl4Z'
I ///76 ��•y'b ti 8 RIpNf-OF-WAS
SUBJECT DRAINAGE
I I / �Q 3'� �. \ 51 +, `
PROPERTY FACILITY EASEMENT geo.
C.C.# D218193922 420.185 ACRES • +� A// / / 4p� 4j�t �,, 2 `' 17 1
I O.P.R.T.C.T. FORESTAR (USA) REAL 1%y
ESTATE GROUP INC- 59' ' +j / ! 6� '�
C.C.# 2018-27156 1y1 , ry'1•� / / �� !o •►.jP lid, 21 ' / • { 19
to R.P.R.D.C.T. �h�' // �SP !LOT 3OX! 5 •�� �$�8. / �8j '�j ♦1 49 ,F, 18
I
I I PRIVATE HHOA/DEVELOPER N89'48'59"E 213.54' / �49 /, ,I, o titi �! �� 20 4. 6 ,d. \
A P I I OWNED AND MANTAINED / ' y ' / •° '� 6 �e GF J�ry L81
LOT TABULATION
BLOCK 10
1 PRIVATE OPEN SPACE LOT
BLOCK 14
BLOCK 15
17 LOTS
51 LOTS
1 PRIVATE OPEN SPACE LOT
BLOCK 16
21 LOTS
BLOCK 17
16 LOTS
BLOCK 21
2 LOTS
BLOCK 22
28 LOTS
BLOCK 23
2 LOTS
BLOCK 24
8 LOTS
1 PRIVATE OPEN SPACE LOT
BLOCK 25
BLOCK 43
30 LOTS
2 PRIVATE OPEN SPACE LOT
175 RESIDENTIAL LOTS
5 PRIVATE OPEN SPACE LOTS
REMAINDER OF
380.796 ACRES
MCKELVEY-COLE, L.P.
C.C.# 2014-79019
R.P.R.D.CJ.
30'x5O' WATER
FACILITY EASEMENT
C.C.# D218193661
O.P.R.T.C.T.
15' SANITARY SEWER
FACILITY EASEMENT
C.C.# 2018-106759
R.P.R.D.C.T.
N89'53'24"E
695.33'
V I C I N I T I I V I , I OPEN SPACE. PEDESTRIAN w� �G / , , . , i 9 �• 48 �•�. 4 �- Zg
NOT TO SCALE AND DRAINAGE EASEMENTS -Gr ;• - ,
.w 1 ,
I // s*; G. �° �p 18 ti! d� ? �p \ •�. gal �ocA + POINT "
10o so o t o0 o.61s ACRES �- -� / / �. �s 7 ?off �o � �• �$.� 1 ti• .� al A3o.7s BEGINNI G POINT OF
LINE BEARING DISTANCE I <„/ / '1 S Z .�1 ? �� s �O 2 •b�' O
u s1r54'3s"w so.65' - 9Jj I COMMENCING
CIRF
L2 N7T05'24'W 14.31' SCALE IN FEET - 'rJ / r 8 `� G .�'!? 17 ? ! ?dd�- ?� fcr •I, \% . a� �6 SA 14 q I I I 1/2' RS
RIGHT-OF-WAY EASEMENT W / � \
L3 N7T05'24"W 105.23' 1 " - 100' C.C.# 2019-78433 i20'U�E N 19'20'W 41 4• ? E I I I i 'SPIARS"
L4 S1r54.36W 100.00' R.P.R.D.C.T. _ / 120•gg +
LS S3r05'24"E119 16 !? 16 $,01
fie. �i I
L6 S12.54'36"W 50.00' I � --'" 6 _ �--� - Z / / ~ -' � e�, 15 9 95'E ��, +,yg+f`' ,�, � !! . 1
L7 S5T54'36"W 14.14' L93 �' / / 'o `'�aO.�RS� �Ay ePd �• @i ! ��' O IL
\ I SANITARY SEWER
L$ S3r05'24"E 14.14 't16 , g �5 •O ,�6 .� ! l� s • y \ \ 45 FACILITY 2 EASEMENT
Le St 2'S4'36"W 14.00' 31 \ \ loi,►w o f t1 19 10 'O�. , •15 . A t�v� !. r!. 5 • T AO'S0' i I C. - 446
I E I C.# 2019 78
E s�' •3� �` ` •"1: N T 11 o I I R.P.R.D.C.T.
L10 S5T54'36'W 14.14' fib
- , ,� ups d Out: ,L2• 5',Og+(F9 + 6' i9 +�� 123• C.C.# D218193746
N89'48 59 E 366 46 t 5 \� 1 z Z 6g yg ' . �,IM. ye• " n ;�,'s N� 13$•�8 ` 44 w I I I O.P R T C T
L11 Sir54'36"W 100.00 I / +
Lit S1r54'36"W 5.00' �� � LOT 52X � I 47y��37 � � ,y1.11 w14 + �' � `° ems! 6 "1 � �, 1T41'E
L13 N1r54'36"E 115.0- /� 10'UE PRIVATE HOA/OEVELDPER \ t' 015.e��'o `3`0 .\ E •� '41
L13 N l r54 4"W 115.00 / ORMED AND MANTANED ' \ 11 ' 1F`• -� w lisp. ,�•y9•yA E N7 f Op 28 •o N a� ! e"' N81 ' ,a 113-91
/ OPEN SPACE. PEDESTRIAN ACCESS St +E 1Ci , y3 ` \ 'E 14p Op q ^ 12 2 "► m op �, 112.93 a43
I I I 420.185 ACRES
L15 S5T54'36"W 14.14' / I J ' t/I I I FORESTAR (USA) REAL
L16 S3r05'24"E 14.1,e / AND DR.365 EI S '� \\ - N6�'o ro . '� 1Z 12 �a1 y gi 13 _$ 11 10 `a `f _Q eo 7 g•48'S9'E O I I ESTATE GROUP INC.
L17 St r54'36"W 50.00' 43 50 Ill.- + ��µ78'po'�6 R4 a }• 2p,gl 'y h g'R N89-48'59" I 110.07 4 I I C.C.# 2018-27156
W.W w ._ m� -.
L18 55T54 36"W 14.14' / � J - - _ 'JACOBS 25 \ I \ - V, S•36-PA 12 03' I0•UE ar m 116.21 _ 42 � I I I I R.P.R.D.C.T.
L58 N3r05 24'W 14.14' / N9O'00'00"V�L 5 - - - -->t I \ ,1g 9g = 13 *� ,� ' 8 r't• w� �' B N I n 1
"JACOBS" O I I I I
L59 N7T0524 W 6.00 I - - - - - - - - - - _ \ o o•r,5 o - ,r 38-g2'r^ °'_ 12.BO-Z4'e i.lc 1 00 �
X >- _
L60 N12.54'36E 20.91 / �_> _ _ PRIVATE N 111QA/KMAPER 1 1 7�'9 0 �' - 1 C15 p�� :91 0 4 Q
L61 N7T05'24-W 20.91 / ` OWNED AND MANrANED \ �" •12'32"E �, 119.23 Qjl w N S�_L'J_S �'.f-6. 2` ♦ O I I I FACILITY REASEMENT
G DRAINAGE FACILITY 81 24 �a'
► 14 ~M' o O► I C.C.# D21 O.P.R.T.C.T.
7
L62 N00.0000W 112.95 o_ O EASEMENT OPEN SPACE. PEOE51RIA11 ACCESS 1 119-p4 r . $ 1 - 1. 207. e _ _ 110.00 I I
I QIV1 C.C.# 2019-79429 I ` AND DRAINAGE EASEIENrS 1j --E~- - O.P.R.T.C.T.
L63 NSO'15'27"E 92.26 - 3.605 ACRES Il 1 Mom- ~ N8T21'11'E s.41 • �1.00 C14 L91 I ccdii
R.P.R.D.C.T. i 1 ct E A 118.80 W G -M o1pUE -� 0Q i 40 c
L64 N09'4433"W 60.00' I -t
L65 S80'15'27"W 31.94' r- 5.000 ACRES I 1 0 1 N86.49 22 NY I m 11 .r o o ° s e. 46.4a 62
I 118.03 n ri 15 __0 II p� 1 r� ;r� o t 2 0 0 �a^'•+ 110.00
L66 N00'11'Ot'W 143.37' I I TRACT 2 I �_ I I I " .Nn N86'Ot'34�W) r "�' 0 13 0 o m u -I
L66 S43'37 28"E 1.50' I I I TRAILS OF ELIZABETH CREEK 47 MFF� "�' Z 0 14 39
HOMEOWNERS ASSOCIATION I N ( 1 1 704.4 _j o n 118.11
L68 Sol-, 2'32"W 14.14 I I rp 225' GAS SETBACK, I 8T33'47"W '� I IL124 31.00' ~ 015 d 16 WO 589'a8'S9 a +
L69 S46'22'32'W 3. C.C.# C.C.# 2018-27157 I OR PROTECTED USE AN ID I 116.96 a & 16 3f S1.°p• N : yr 2 110.00 -' I 110.00 o I
L70 S433728E 90.00 I I R.P.R.D.C.T. I PUBLIC USE STRUCTURESI 1 1 46 MFFEe�� N83'24'18 1 110.58 •�-�51•00' S1.00 v 2
L71
N46'22'32E
L72
S88.37'28 E
14.14'
L73
543'37'28"E
101.50•
L74
S01.22.32'W
14.14'
L75
S43'37'28"E
50.00'
L76
S88.37'28"E
14.14'
L77
S43'37'28 E
100.00'
L78
S43'37 WE
107.82'
L79
S39.28'01 "E
62.92'
LSO
S33721-19"E
66.97'
L81
NOW 48'S9'E
80.24'
L87
N43'37'28'W
96.7 V
L89
S12.54'36"W
140.00'
L91
S89.48'59"W
133.62'
L92
583.34'36W
50.00'
L93
NSo'15'27-E
130.95'
L94
S7T05'24 E
40.00'
L96
N5T29 58'E
21.21'
L99
N73.33'22"W
30.00'
L100
N60'S1'4TE
50.00'
L101
N3r05'24'W
14.14'
L102
SO4'40-WE
46.60'
L103
S20'40'05-E
50.00'
L104
S1624'13"E
60.68'
L105
510'41'09"E
59.71'
L106
S05'00'37"E
59.61'
L107
S00'39'22"W
59.51'
L108
509'52'05 W
59.a1'
L109
S1r54'36"W
119.54'
L110
S3r05'24"E
14.14'
L1 t 1
S5T54.36-W
14.14'
L112
N3r05'24'W
14.14'
L113
N31'36'37 E
45.69'
L714
S41.43'41 "E
38.59'
L115
S4448'59"W
14.14'
L116
S46-22'32'W
, w
100.00'
TRAILS OF EU7 BE1 CREEK/ 13 O
PHASE 1
8 g C.C.# 2019-289'
1 2 3 4 5 6 7 R.P.R.D.C.T. 12� 1
I 4 2
I I 1 1. , 702.4 ,:, o 118.50 I $ M •0° SO. 73 03 '�=N8T35'48"1 89.'0.59 E
p O I I 3 I 56 36"w r: d 17 t 0 d q 9 $ 17 �.44 109.63 _ 110.34 I I
s� DRILLING PAD 1 I s I 112.16 °� O
r' Q �
O 1 �- N%$• N I ^2 p 7 .Mg1• 24.55• N
frJ ( C.C.# 2004-53747 I O I 45Ea n ' 29 V 8 0 $ ADC °p °'S 33.37 I I
o R.P.R.D.C.T. - I 70z4 110.30 ! d
o I I I O I n'os' h R . ro• 20 B~ ^ 6-, d Nr�•og. 00 o2"Nr I I 9 O ! 11 24 w ( _ - L IO'UE S _N 1 24 115.06 �, w
I i til ! U.
$ J •E L �`'�' a H 7: --_2 '' �g T,' 36 „02 I I
�I 0 18 IA 6 $ 70
29 N '•t�i`�ir70 _ 4 / y
°•oo �'6� 6� 19 s40a .........
eg °' S= w 6 r°O °p` 1 j9.se
7'$ ,�°j 20 '° 3 3r °- so 12_ N v n ell N f o e'er
I N 1 �i �► 21 J N!! 42 YFFEa$ s0•�12Z g3, =`y ^ p d 22 0 23 $ o ip UE �0.p° `r r- 1,•23 a I ' 1
' o ! / 1j0. �?.4 d W Sp,pO is• 2 d 24 0 $ ,� o
I a to UE N ! N77•h oo 50.0° �•� 5°,p0, ,- d 25 020 BL O 23 I t I
19 26 I I/O 41 $40 'rM $ SO.pp �'00' SO.Op� = 27 :r o W 30 ,w °•0 �p • _'�( - J
��Ct1 "�� $ ~ 39 $38 $ °p 30.op �. °p' S°,00. ._ -'4 c 28 R9� n 20 eE •I A C J
U _ ^=1UE _p 37 �36 $ $ 15 0 00 S0.0p -00' SO.pp? °'� I eira $ 0 30'x50' RIGHT-OF-WAY
_ �`= 10' ^ o m r� d 2 ;� 40 EASEMENT
� -06 1 "i « ~ d 3S °0 so. 5s.opl .-o N .. ., N ,r C.C.# 2019-79423
SEWER FACILITY EASEMEN LL 1 �0'Op ^ d 33 $ o ss•00 2 21 h R.P.R.D.C.T.
C C 2019-78451 `'�� °0' �� 2 ,� + 3
1 /2" CIRF I
"SPIARS"
iAND USE SUMMARY
USE
RESIDENTIAL
LOTS
NONRESIDENTIAL
LOTS
ACREAGE
SINGLE FAMILY
175
25.950
OPEN SPACE
5
133.934
RIGHT-OF-WAY
15.751
TOTAL
175.562
W
o
°0
M 1-•
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0
nWOd"
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J U
4 V
v
R.P.R.D.C.T. ! a �_ _ `` �0� �° BL ' 32 0 31 c M `�► s0. I
420.185 ACRES / I 20 *r S0.00 `''N�'0 �' �- ~ ^ d $ $
• FORESTAR (USA) REAL BL °^
\ ESTATE GROUP INC. / / 1 1 M o S0.p0 .� 5 861,pp•~� �0'DDp0, 1_ UE jr 29 g l A,
\ C.C.# 2018-27156 t ^ FIN PLAT
R.P.R.D.C.T- _ _ - _ _ - ! ^ 2 0 3 $ f0 UE s0 _ �'---�j' r OF
� �° AL
.-
- - o
---_ - I$! 2 0 4 0 5 0 0 �� ,,.y ���e, CREEK
1 -- N; F 6 0 7 0 $ $ o N oo'�,�'� TRAILS OF ELIZABETH
SHEET 0.06 1 I � e'�o 5p'0p so. � � 00' •'- 0 9 '10 $ W � 30'x50' RIGHT-OF-WAY �r� ° c� OF
W ,-
/ 1 m "� S0, S0.00, ® ^ d 11 $ o ' 20' • ---I EASEMENT ° e'
°p s0, � 00• ^ d 12 c n 8L � 1D 1 a BLOCK 14•
3p '! 27 $ o °0 so, oo' ^ d 13 4 $ o =° •�•• C.C.# 2019-78441 6�pd LOT 30X, BLOCK 10; LOTS 35-51,
20Q tv ^ d 2s o o °p S0,0p s000' ^ ,r, d 14 n o R.P.R.D.C.T. LOTS 1-51 & 52X, BLOCK 15; LOTS 1-21, BLOCK 16;
_ ^ c LOT 1-16, BLOCK 17; LOT 1-2, BLOCK 21;
�^ d 25 d 24 $ o �•0° 50, s0 OD' `r " !�v
Li17 S1r543s W 138.94 ~ S0'0p S�o.•0�0•00. . 2 N LOTS 1-28, BLOCK 22; LOTS 1-2, BLOCK 23;
N5r32'49-yy t4.42 1 ! I ' a _ �0bo ^ �- o 0 21 0 20 $ o °p LOTS 1-8, BLOCK 24; LOT IA, BLOCK 25;
L118
L119 NIS" '12'E 14.42' ! ! a �� ~ �• � 3
uzo s45.11'01"E 14.14' ! a at °- `,� _ d 19 o is g17 $ M � g ro LOTS 1 X, 2-21, 22X, 23 32, BLOCK 43
L12t S12'54'36pW 89.55 SHEET 4 ' ! �� li4 �s.00. �0 °p
!oD� ;o, d 16:t $ -� 175.562 ACRES
a L122 S5T54 36 W 14.14'_ _?4 "30�p UE a d 15 W
! foo_ '�_(81�s,p������ FAO' �" h REMAINDER OF SITUATED IN THE
o L123 143311 r49-W 14.42 _ 1 ! B UE m '�-1 "��QaYpfjr � 20 e( /t� 420.185 ACRES
(R L124 S86.34'27"E 54.31 i ,M N77+�, kx
•00 h� FORESTAR (USA) REAL ESTATE GROUP INC. CHARLES TYDINGS SURVEY, ABSTRACT N0. 1276, THE
46s, -tea' y C.c.# 2ota-z7tss C. PERRY SURVEY, ABSTRACT. N0. 1031, THE JOHN F.
Lt 25 N3942'01 "E 14.42' 1 "� 1273 2 / BLS °0
N L126 N5T54'36"E 14.14' O 4, m �.00 _-` N Vry R•P•R•D•c•T' SJ1434A G01,S11,C36 DAY SURVEY, ABSTRACT N0. 384, AND THE
N L127 N5T54 36'E 14.14' 0 1 1 3� $ `���
C or ! 2 -' �1 nd 2 $ t0•� 5p `� C� 30'x50' RIGHT -OF -WA ALFRED M. KING SURVEY, ABSTRACT N0. 710,
M Lt28 S32.05'2a"E 14.14' o ! 1 o ^o irk d 3 $ Uf Q0 i •0p EASEMENT 493021 A0384A JOHN F DAY TR 1B, 1AC/PT CITY OF FORT WORTH, DENTON COUNTY, TEXAS
N L129 55T54'36W 14.14 O ^ "' ~ 0 4 $ ar C.C.# 2019-78438
Sjt� !t 1s WATER N7TOg• zs :�= d s $ 6 0 o , J 767977 A0064A LA. BUTLER TR 1 F 1.15AC/ALL
3 L130 N3r05'24'W 14.14' r o 24 ^ ^ o 2p Bl O R.P.R.D.C.T. 17 5 RESIDENTIAL LOTS
L131 53r05'Z4"E 14.14 4W �'/ ! FACILITY EASEMENT �77,"W 30•00' �. Q ~ d 7 v 0 650276 A071OA A.M. KING TR 1(IN CITY), 130.3AC/PT
C? L132 N5T54'36'E 14.14' ' �O WI ! ^ C.C.# D218193699 •50
.M n- ! rt O.P.R.T.C.T. so, _ 696423 A1276A CHARLES TIDINGS TR 11A, 43.112AC/PT5 PRIVATE OPEN SPACE LOTS
a L133 S32'05 24"E 14.14' ~ ~
L134 S50.28'12"E 22.15 N7�
L135 S5T54'36"W 14.14' =� paz
o 3 OS 24'W •0p s '0p I '' OWNER/DEVELOPER: FORESTAR (USA) REAL ESTATE GROUP INC.
a N : 3o'x5o' RIGHT-OF-WAY 47O.pO• •00 14755 PRESTON ROAD
0 2 1 M C.C.�201A9-179346 SUITE 130
j^ 1 R.P.R.D.C.T. J LEGEND BUILDING SETBACK LINE
o FO R � WORI H -,',,.7�" _ DALLAS, TEXAS 75254
z o/ I 30'x60' WATER
IL SHEET 3 N, ! y FACILITY EASEMENT I BL PHONE (972) 702-8699
a ~ C.C.# 2019-78450 I' 1 UE UTILRY EASEMENT ��
I R.P.R.D.C.T. N f 35' DRAINAGE P•R.D.C.T. PLAT RECORDS, DENTON COUNTY. TEXAS ENGINEER SURVEYOR:
a R.P.R.D.C.T. REAL PROPERTY RECORDS. DENTON COUNTY, TEXAS
1
C I T Y PLAN C 0 M M I S S I 0 N KEY MAP , / t- FACILITY EASEMENT CIRs 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP WA Surveying,Inc.
rn C.C.# 2019-78434 . �
CITY 0 F FORT WORTH, TEXAS NOT 70 SCALE ao L R.P.R.D.C.T. STAMPED WA SURVEYING SET ,roes v1°ttt 3017 W 7TH STREET, Phone 817.2$$.1900
w - ' "JACOBS" 5/8' IRON ROD WITH YELLOW PLASTIC CAP
THIS PLAT IS VALID ONLY IF RECORDED WITHIN ----- --- - - -- 15'X21' SEWER I - - �- STAMPED 'JROD VA FOUND Suite 300
- ` , _ _ ! SANITARY SEWER .Spy. 1/2' IRON ROD WITH CAP STAMPED "SPIARS'
y NINETY (90) DAYS AFTER DATE OF APPROVAL ` .� _ FACILITY EASEMENT r-�--- FACILITY EASEMENT FOUND Fort Worth, Texas 76107 T.B.P.L.S. Firm No.10194465
C.C.# 2019-78436 !
_ `E R.P.R.D.C.T. C.C.# 2019-78446 .� STREET NAME CHANGE
q C J?.P 73914 r _ ! j0+ 1[IRRS/ll PASS ItJ►7�'C
/ Plat Approval Dater (OaO2O2p_.�• - THIS PLAT FILED IN
o �J�
o S� 1 -' � _3°•x5o' RIGHT-OF-WAY
ICH 2OF-WA �EZSEMENT REFERENCE CASE NUMBERS .6'Q' Filed for Record
o Og•2. ! -- R.P.R.D.C.T. MAY 2020 PHASE 2 SHEET 1 ( in the Official Records Of:
z By: airman E 82p•. ' 1 - - - - AM
I _ Denton County 2020
g _ _ _ �-_- _ _ _ PP 16 062 FP 17 138
X \�. „! MATCHLINE - SEE SHEET 2
` _ on: 7/2I2020 iQ�49:
Seoletary ��-` �',-"�-,,-, In the PLAT Records
TRAILS OF ELIZABETH GR
DOC Number: 2020-226
Number of Pages: 5
Amount: 250.00
Order#:20200702000345
By: OB
r•
A
MATCHLINE — SEE SHEET 1
_DRAINAGE S7rp$+24' I 1 ` _ _�I �C.C,% DIVA- _ I I
020N� _
FACILITY EASEMENT E 9ZQ•8 a 1 ` �- $P„e, 7391g
C.C.# D218193769 `; 1 �•I. _ I
RAZoS
O.P.R.T.C.T. @VOLU ELECTRIC -1 _ 1 _ + I I
V eM112442_G S 140NT i 3p 3Pl 0 L ,
\ _ �v V O R.P,R D460-4,3 I ' 1 ^
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SANITARY SEWER , ` ` _ _ 16 } 70'
1 — _
FACILITY EASEMENT _ b? 1 h ON
/ C.C.# D218193746
p 100 : R.P.R.D.C.T. \ <� ` C C,R 20 7E-gSg 4rt4r
100 50 / \� J i►�1 y R.D.C.T. 8
J FLOODPLAIN
EASEMENT
SCALE IN FEET
I i L19
L20 sounwApir DWJF
30'x5O' RIGHENTF-WAY
I 10- Ld ! `� C.C./ 2019-79774 t I
' c R.P.R.D.C.T.
W ; I FLOODPLAIN \ "I 420.195 ACRES
= 50' PIPELINE EASEMENT DEVELOPMENT PERMIT I
y \ C.C.{ 200E-117218 NO. FP-17-048-FS FORESTAR (USA) REAL ESTATE \�� I TE GROUP INC.
/ \ C.C.( 2009-14365 LOMR CASE NO. 19-06-1886P \'� I I C.C.R 201 6
W
L : \ R.P.R.D.C.T. R.P.R.D..CC..TT.. p Il I
Cl`9 �180--I I ; C1
DRAINAGE FACILITY "O9 22' \ ��
EASEMENT N3"E J Or — _ — — — APPROXIMATE
4— '�� SURVEY LINE
40' SEWER EASEMENT
/ C.C.O. D218C T5015 ZONE X
\ � `
FW-.Z \15' WATER
\\\\\\ FACILITY EASEMENT
C.C.# D218193699
O.P.R.T.C.T. I I
OI LITASIDE' BWJr 35' DRAINAGE
w 0.095 ACRE
I FACILITY EASEMENT
50' PIPELINE EASEMENT 1 � \`\� r RIGHT-OF-WAY EASEMENT ' r C.C.{ 2019-78434
I Qh C.C.S LONE EASEMENT
/ / C.C.# 2019-78448 R.P.R.D.C.T.
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STAMPED "WA SURVEYING" SET
5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "JACOBS* FOUND
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FOUND
STREET NAME CHANGE
FP-17-138
F41
A
FINAL PLAT
OF
TRAILS OF ELIZABETH CREEK
OF
LOT 30X, BLOCK 10; LOTS 35-51, BLOCK 14;
LOTS 1-51 & 52X, BLOCK 15; LOTS 1-21, BLOCK 16;
LOT 1-16, BLOCK 17; LOT 1-2, BLOCK 21;
LOTS 1-28, BLOCK 22; LOTS 1-2, BLOCK 23;
LOTS 1-8, BLOCK 24; LOT 1 X, BLOCK 25;
LOTS 1 X, 2-21, 22X, 23-32, BLOCK 43
175.562 ACRES
SITUATED IN THE
CHARLES TYDINGS SURVEY, ABSTRACT NO. 1276, THE
C. PERRY SURVEY, ABSTRACT NO. 1031, THE JOHN F.
DAY SURVEY, ABSTRACT NO. 384, AND THE
ALFRED M. KING SURVEY, ABSTRACT NO. 710,
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
175 RESIDENTIAL LOTS
5 PRIVATE OPEN SPACE LOTS
OWNER/DEVELOPER: FORESTAR (USA) REAL ESTATE GROUP INC.
14755 PRESTON ROAD
SUITE 130
DALLAS, TEXAS 75254
PHONE (972) 702-8699
ENGINEER/SURVEYOR:
LJA Surveying, Inc.
3017 W 7TH STREET,
Suite 300
Fort Worth, Texas 76107
THIS PLAT FILED IN
la
to
Q
Phone 817.288.1900
T.B.P.L.S. Firm No.10194465
MAY 2020 PHASE 2 SHEET 2 OF
Filed for Record
in the Official Record:
Denton County
On: 7/2/2020 10:49:56
In the PLAT Records
TRAILS OF ELIZABET!
Doc Number: 2020-5
Number of Pages: 5
Amount: 250.00
Order#:202007020003
By: OB
CURVE
CENTRAL ANGLE
RADIUS
CHORD BEARING
CHORD LENGTH
ARC LENGTH
C35
240'00'00
50.00
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86.60
209.44
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209.44
LINE
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DISTANCE
L36
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14.14
L37
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L38
S15'30 10 E
14.14
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98.25
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25.00
L83
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25.00
L90
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40.00
L136
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14.14
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102.38
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35.57
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44.82
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30.61
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17.89'
L193
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28.96
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87.83
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16.65
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53.78
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87.81
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20.93
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78.15
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106.78
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137.83'
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C.C.# D218193699
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FORESTAR (USA) REAL
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C.C.# 2018-27156
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STAMPED "L.JA SURVEYING" SET
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FP-17-138
NOTES
1. THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLLECTION OF WATER AND
WASTEWATER IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON THE RECORDATION DATE OF THIS PLAT
APPLICATION, BASED UPON SCHEDULE I OF THE CURRENT IMPACT FEE ORDINANCE. THE AMOUNT TO BE COLLECTED IS
DETERMINED UNDER SCHEDULE II THEN IN EFFECT ON THE DATE A BUILDING PERMIT IS ISSUED, OR THE CONNECTION
DATE TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM.
2. ANY PUBLIC FRANCHISED UTILITY, INCLUDING THE CITY OF FORT WORTH, SHALL HAVE THE RIGHT TO MOVE AND KEEP
MOVED ALL OR PART OF ANY BUILDING, FENCE, TREE, SNRU9, OTHER GROWTH OR IMPROVEMENT WHICH IN ANY WAY
ENDANGERS OR INTERFERES WITH THE CONSTRUCTION. MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON
ANY OF THE EASEMENTS SHOWN ON THE PLAT, AND THEY SHALL HAVE THE RIGHT AT ALL TIMES TO INGRESS AND
EGRESS UPON SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTION, RECONSTRUCTION, INSPECTION. PATROLLING,
MAINTAINING. AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY
TIME OF PROCURING THE PERMISSION OF ANYONE.
3. A SrTE DRAINAGE STUDY, SHOWING CONFORMANCE WITH THE APPROVED ROADWAY DRAINAGE PLAN, MAY BE REQUIRED
BEFORE ANY BUILDING PERMIT IS ISSUED ON THIS SITE. (A GRADING PLAN IN SOME INSTANCES MAY BE ADEQUATE.) IF
THE SITE DOES NOT CONFORM, THEN A DRAINAGE STUDY MAY BE REQUIRED, ALONG WITH A CFA FOR ANY NECESSARY
DRAINAGE IMPROVEMENTS. THE CURRENT OWNER SHALL SUBMIT A LETTER TO THE DEPARTMENT OF TRANSPORTATION AND
PUBLIC WORKS DIRECTOR STATING AWARENESS THAT A SITE DRAINAGE STUDY WILL BE REQUITED BEFORE ANY PERMIT IS
ISSUED. THE CURRENT OWNER WILL INFORM EACH BUYER OF THE SAME.
4. NO BUILDING PERMITS SHALL BE ISSUED FOR ANY LOT IN THIS SUBDIVISION UNTIL AN APPROPRIATE CFA OR OTHER
ACCEPTABLE PROVISIONS ARE MADE FOR THE CONSTRUCTION OF ANY APPLICABLE WATER, SEWER, STORM DRAIN, STREET
LIGHTS, SIDEWALKS OR PAVING IMPROVEMENTSI AND APPROVAL IS FIRST OBTAINED FROM THE CITY OF FORT WORTH.
5. SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN CONFORMANCE WITH THE
SIDEWALK POLICY PER CITY DEVELOPMENT DESIGN STANDARDS.
6. NO PERMANENT BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING OR PLATTED WATER, SANITARY
SEWER, DRAINAGE, GAS, ELECTRIC, CABLE OR OTHER UTILITY EASEMENT OF ANY TYPE.
7. SUBJECT TRACT 13 AFFECTED BY 100-YEAR FLOOOPLAIN PER FEMA - FLOOD INSURANCE RATE MAP NUMBER
48121CO490 0. DATED APRIL 18. 2011.
8. PARKWAY IMPROVEMENTS SUCH AS CURB AND GUTTER, PAVEMENT TIE-IN, DRIVE APPROACHES, SIDEWALKS AND DRAINAGE
INLETS MAY BE REQUIRED AT TIME OF BUILDING PERMIT ISSUANCE VIA A PARKWAY PERMIT.
9. DIRECT ACCESS FROM SINGLE/DUPLEX RESIDENTIAL DRIVES ONTO ARTERIALS IS PROHIBITED.
10. PRIVATE PARE REDUCING VALVES WILL BE REQUIRED, WATER PRESSURE EXCEEDS 80 P.S.L
11. THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLLECTION Of TRANSPORTATION
IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON THE APPROVAL DATE OF THIS PLAT APPLICATION,
BASED UPON SCHEDULE 1 OF THE IMPACT FEE ORDINANCE IN EFFECT AS OF THE DATE OF THE PLAT. THE AMOUNT TO
BE COLLECTED IS DETERMINED UNDER SCHEDULE 2 OF SAID ORDINANCE, AND IS DUE ON THE DATE A BUILDING PERMIT
IS ISSUED.
12. BEARING BASIS BEANO GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE, NADB3 (NADB3 (2011)
EPOCH 2O10. DETEIBNNED BY CPS OBSERVATIONS. CALCULATED FROM DENTON CORS ARP (PID-DF8988) AND ARLINGTON
RRP2 CORE ARP (PID-DF5387)
13. THE CITY OF FORT WORTH SHALL NOT BE HELD RESPONSIBLE FOR THE CONSTRUCTION, MAINTENANCE OR OPERATION OF
ANY LOTS CONTAINING PRIVATE COMMON AREAS OR FACILITIES IDENTIFIED AS SUCH ON THIS PLAT. SAID LOTS AND
FACILITIES SHALL INCLUDE, BUT ARE NOT LIMITED TO: PRIVATE STREETS, EMERGENCY ACCESS EASEMENTS, AND BATED
PRIVATE ENTRANCES. RECREATION, LANDSCAPE, AND OPEN SPACE AREAS; WATER AND WASTEWATER DISTRIBUTION,
COLLECTION. AND TREATMENT FACILITIES, AND CLUBHOUSE, RECREATION BUILDINGS AND OUTDOOR FACILITIES.
THE LANDOWNERS AND SUBSEQUENT OWNERS OF THE LOTS AND PARCELS IN THIS SUBDIVISION. ACTING JOINTLY AND
SEVERALLY AS A LAND OWNERS ASSOCIATION. SHALL BE RESPONSIBLE FOR SUCH CONSTRUCTION, RECONSTRUCTION,
MAINTENANCE AND OPERATION OF THE SUBDIVISION'S PRIVATE COMMON AREAS AND FACILITIES. AND SHALL AGREE TO
IDEMNIFY AND HOLD HARMLESS THE CITY OF FORT WORTH, TEXAS, FROM ALL CLAW, DAMAGES AND LOSSES ARISING
OUT OF. OR RESULTING FROM THE PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS ASSOCIATION. AS SET FORTH
HEREIN.
14. PURSUANT TO THE FORT WORTH CITY CODE, NO BULDING(S) NOT NECESSARY TO THE OPERATION OF AN OIL OR GAS
WELL SHALL BE CONSTRUCTED WITHIN THE SETBACKS REQUIRED BY THE CURRENT GAS WELL ORDINANCE AND ADOPTED
FIRE CODE FROM ANY EXISTING OR PERMITTED OIL OR GAS WELL BORE. THE DISTANCE SHALL BE MEASURED IN A
STRAIGHT LINE FROM THE WELL BORE TO THE CLOSEST EXTERIOR POINT OF THE BUILDING, WITHOUT REGARDS TO
INTERVENING STRUCTURES OR OBJECTS.
A
FINAL PLAT
OF
TRAILS OF ELIZABETH CREEK
OF
LOT 30X, BLOCK 10; LOTS 35-51, BLOCK 14;
LOTS 1-51 & 52X, BLOCK 15; LOTS 1-21, BLOCK 16;
LOT 1-16, BLOCK 17; LOT 1-2, BLOCK 21;
LOTS 1-28, BLOCK 22; LOTS 1-2, BLOCK 23;
LOTS 1-8, BLOCK 24; LOT 1 X, BLOCK 25;
LOTS 1 X, 2-21, 22X, 23-32, BLOCK 43
175.562 ACRES
SITUATED IN THE
CHARLES TYDINGS SURVEY, ABSTRACT NO. 1276, THE
C. PERRY SURVEY, ABSTRACT NO. 1031, THE JOHN F.
DAY SURVEY, ABSTRACT NO. 384, AND THE
ALFRED M. KING SURVEY, ABSTRACT NO. 710,
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
175 RESIDENTIAL LOTS
5 PRIVATE OPEN SPACE LOTS
OWNER/DEVELOPER: FORESTAR (USA) REAL ESTATE GROUP INC.
14755 PRESTON ROAD
SUITE 130
DALLAS, TEXAS 75254
PHONE (972) 702-8699
ENGINEER/SURVEYOR:
LJA Surveying, Inc.
3017 W 7TH STREET,
Suite 300
Fort Worth, Texas 76107
THIS PLAT FILED IN
MAY 2020
Phone 817.288.1900
T.B.P.L.S. Firm No.10194465
PHASE 2 SHEET 3 OF 5
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Filed for Record
in the Official Records Of:
Denton County
On: 7/2/2020 10:49:58 AM
In the PLAT Records
TRAILS OF ELIZABETH CREE
Doc Number: 2020-226
Number of Pages: 5
Amount: 250.00
Order#:20200702000345
By: OB
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NS / / \ \ \ / _12E;
0 07 02�w 1g8.03, / / /'-BRAINAGE FACILITY EASEMENT \ \ \\\�C `66 ��6T�
C.C.# 2020 73919
S•, / / / R.P.R.D.C.T.
UILDING SETBACK LINE
UTILITY EASEMENT
PLAT RECORDS, DENTON COUNTY, TEXAS
REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS
5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "UA SURVEYING" SET
5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "JACOBS" FOUND
1/2" IRON ROD WITH CAP STAMPED "SPIARS"
FOUND
STREET NAME CHANGE
FOR ORTH
CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
THIS PLAT 15 VALID ONLY IF RECORDED WITHIN
NINETY (90) DAYS AFTER DATE OF APPROVAL
Appr,Qval Date:
B
airman
creiary
CURVE
I CENTRAL ANGLE
RADIUS
CHORD BEARING
CHORD LENGTH
ARC LENGTH
C6
T06 42
2714.93'
N43'23 52 E
100.05
100.06'
C7
90'00 00
50.00'
S30'31'44"E
70.71'
78.54
LINE
BEARING
DISTANCE
L47
N63'28'50"W
146.73'
L48
S65.25 53 W
67.90'
L49
S13.25'16'W
69.76'
L50
S43'26 20"W
109.14'
L51
S87'42'S3"W
136.06'
L52
568'13-17"E
97.83'
L53
S44'3612
11.46'
L54
S20'00 59"W
91.91'
L55
S18'51 39 E
129.73
L56
S14'28'16
105.00'
L57
S14'28'16'W
5.00'
L143
S20'00 59 W
102.48'
L144
970'53 33 E
119.73'
L145
N86'54 45"E
17.61
L146
S76'08'20"E
29.02'
L147
S57'13'47'E
22.09'
L148
S54'38'28 E
57.41'
L149
S78'14'42"E
61.63'
L150
N88'S5'27 E
77.89
L151
S37'39 56 E
26.3B'
L152
S78'02'32"E
13.77'
L153
N7T40 40"E
30.37'
L154
0 S62'38'9"E
13.50'
L155 1
N23'44'17 E
16.53'
L156 1
S13'03 51 W
45.71'
L157 1
S30'36'33"E
80.14'
L158
N47.13 45"E
61.0V
L159
N67'56'38 E
37.39'
L160
S2T38 04
33.64'
L161
S40'59 13 W
58.17'
Lt 62
S46.12 27 E
45.61'
L163
SOB'25 37"E
42.6V
L164
S6T15'04"E
141.51'
L165
S57'00'08'E
92.01
L166
S69121'45 E
84.48'
L167
N69'40 37 E
55.70'
L168 1
5'39 19"E
62.49
L169 I
N80'21'45"E
65.61'
L170 1
S64-35.32"E
97.91'
N \ \ \ \ 420.185 ACRES
\ \ FORESTAR (USA) REAL /
\ ESTATE GROUP INC. A
+ \ \\\ C.C.f 2018-27156 / \ R.P.R.D.C.T. FINAL PLAT
A,
LOTOF
PROPOSED TM°F
COMMUNITY
\\\ \`
TRAILS OF ELIZABETH CREEK
Z
PARK
124.522 ACRES
\ \
\ \ /
OF
\ \
\
LOT 30X, BLOCK 10; LOTS 35-51, BLOCK 14;
/
LOTS 1-51 & 52X, BLOCK 15; LOTS 1-21, BLOCK 16;
N
LOT 1-16, BLOCK 17; LOT 1-2, BLOCK 21;
t
LOTS 1-28, BLOCK 22; LOTS 1-2, BLOCK 23;
►
LOTS 1-8, BLOCK 24; LOT 1 X, BLOCK 25;
\ \ \v 1
LOTS 1 X, 2-21, 22X, 23-32, BLOCK 43
��
`\
175.562 ACRES
SITUATED IN THE
CHARLES TYDINGS SURVEY, ABSTRACT NO. 1276, THE
Z
C. PERRY SURVEY, ABSTRACT N0. 1031, THE JOHN F.
^ram
I =
DAY SURVEY, ABSTRACT NO. 384, AND THE
Ss,
ALFRED M. KING SURVEY, ABSTRACT NO. 710,
CITY
OF FORT WORTH, DENTON COUNTY, TEXAS
100 50 0 100
SCALE IN FEET
1 " = 100,
N7s� 1s
REFERENCE CASE NUMBERS
PP-16-062
4' ;
18•s3' S7�66.6 '
FP- 17-1.'�R
175 RESIDENTIAL LOTS
5 PRIVATE OPEN SPACE LOTS
OWNER/DEVELOPER: FORESTAR (USA) REAL ESTATE GROUP INC.
14755 PRESTON ROAD
SUITE 130
DALLAS, TEXAS 75254
PHONE (972) 702-8699
ENGINEER/SURVEYOR:
WA Su
L *.649. IVW5
3017 W 7TH STREET,
Suite 300
Fort Worth, Texas 76107
Inc.
THIS PLAT FILED IN
MAY ')n) 1
Phone 817.288.1900
T.B.P.L.S. Firm No.10194465
DUAcr n currr • ,
N
W
a
L
w
W
Filed for Record
in the Official Records Of:
Denton County
On: 7/2/2020 10.49:58 AM
In the PLAT Records
TRAILS OF ELIZABETH CREE
Doc Number: 2020-226
Number of Pages: 5
Amount: 250.00
Order#:20200702000345
By: 08
N
Plat
0
0
z BY: -
OWNER'S CERTIFICATE
STATE OF TEXAS )(
COUNTY OF DENTON )(
WHEREAS FORESTAR (USA) REAL ESTATE GROUP INC. IS THE OWNER OF A
175.562 ACRE TRACT OF LAND SITUATED IN THE CHARLES TYDINGS
SURVEY, ABSTRACT NO. 1276, THE C. PERRY SURVEY, ABSTRACT NO. 1031,
THE JOHN F. DAY SURVEY, ABSTRACT NO.384, AND THE
ALFRED M. KING SURVEY, ABSTRACT NO. 710, CITY OF FORT WORTH,
DENTON COUNTY, TEXAS, AND BEING PART OF A 420.185 ACRE TRACT OF
LAND CONVEYED TO FORESTAR (USA) REAL ESTATE GROUP INC., AS
RECORDED IN COUNTY CLERK'S FILE NO.2018-27156, REAL PROPERTY
RECORDS, DENTON COUNTY, TEXAS. SAID 175.562 ACRE TRACT, WITH
BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES,
NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10, DETERMINED BY
GPS OBSERVATIONS, CALCULATED FROM DENTON CORS ARP (PID-DF8986)
AND ARLINGTON RRP2 CORS ARP (PID-DF5387), BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A 1/2 INCH IRON ROD WITH CAP STAMPED'SPIARS"
FOUND FOR AN INTERIOR ELL CORNER OF SAID 420.185 ACRE TRACT, ALSO
BEING THE MOST WESTERLY SOUTHWEST CORNER TO A REMAINDER OF A
380.796 ACRE TRACT OF LAND CONVEYED TO MCKELVEY-COLE, L.P., BY
COUNTY CLERK'S FILE NO.2014-79019, REAL PROPERTY RECORDS, DENTON
COUNTY, TEXAS, FROM WHICH A 1!2 INCH IRON ROD WITH CAP STAMPED
'SPIARS" FOUND FOR AN EXTERIOR ELL CORNER OF SAID 420.185 ACRE
TRACT, BEARS NORTH 89 DEGREES 53 MINUTES 24 SECONDS EAST, A
DISTANCE OF 695.33 FEET;
THENCE, NORTH 77 DEGREES 16 MINUTES 29 SECONDS WEST, OVER AND
ACROSS SAID 420.185 ACRE TRACT, A DISTANCE OF 169.28 FEET TO A 518
INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "LJA SURVEYING"
SET FOR THE POINT OF BEGINNING AND BEING THE SOUTHEAST CORNER
OF LOT 18, BLOCK 14 OF TRAILS OF ELIZABETH CREEK, PHASE 1, AN
ADDITION TO THE CITY OF FORT WORTH, AS RECORDED IN COUNTY
CLERK'S FILE NO. 2019-289, REAL PROPERTY RECORDS, DENTON COUNTY,
TEXAS;
THENCE, CONTINUING OVER AND ACROSS SAID 420.185 ACRE TRACT, THE
FOLLOWING COURSES AND DISTANCES:
SOUTH 00 DEGREES 11 MINUTES 01 SECOND EAST, A DISTANCE OF
638.23 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
80.68 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 77 DEGREES 05 MINUTES 24 SECONDS WEST, A DISTANCE OF
14.31 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
160.00 FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 77 DEGREES 05 MINUTES 24 SECONDS WEST, A DISTANCE OF
105.23 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
100.00 FEET TO A WS INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 32 DEGREES 05 MINUTES 24 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 57 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
200,00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 32 DEGREES 05 MINUTES 24 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 57 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
14.14 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
100.00 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 77 DEGREES 05 MINUTES 24 SECONDS WEST, A DISTANCE OF
470.00 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
5.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 77 DEGREES 05 MINUTES 24 SECONDS WEST, A DISTANCE OF
177.50 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 12 DEGREES 54 MINUTES 36 SECONDS EAST, A DISTANCE OF
115.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 77 DEGREES 05 MINUTES 24 SECONDS WEST, A DISTANCE OF
117.50 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 57 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
14.14 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 64 MINUTES 36 SECONDS WEST, A DISTANCE OF
470.00 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 32 DEGREES 05 MINUTES 24 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
PORE WORTH
CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
THIS PLAT IS VALID ONLY IF RECORDED WITHIN
NINETY (90) DAYS AFTER DATE OF APPROVAL
AppXoval Date:
I:
crerary
O1.
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 57 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 54 MINUTES 36 SECONDS WEST, A DISTANCE OF
370.01 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 32 DEGREES 05 MINUTES 24 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
SOUTH 77 DEGREES 05 MINUTES 24 SECONDS EAST, A DISTANCE OF
0.67 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 12 DEGREES 64 MINUTES 36 SECONDS WEST, A DISTANCE OF
50.00 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 55 DEGREES 58 MINUTES 50 SECONDS WEST, A DISTANCE OF
13.66 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER AND THE BEGINNING OF
A NON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 29
DEGREES 57 MINUTES 21 SECONDS, A RADIUS OF 430.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 06 DEGREES 35 MINUTES 34
SECONDS EAST, A DISTANCE OF 222.26 FEET,
ALONG SAID NON -TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
224.82 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER AND THE BEGINNING OF
A COMPOUND CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 73
DEGREES 10 MINUTES 25 SECONDS, A RADIUS OF 50.00 FEET AND A
LONG CHORD THAT BEARS SOUTH 58 DEGREES 09 MINUTES 27
SECONDS EAST, A DISTANCE OF 59.60 FEET;
ALONG COMPOUND CURVE TO THE LEFT, AN ARC DISTANCE OF 63.86
FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'LJA SURVEYING' SET FOR CORNER AND THE BEGINNING OF A
REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 120
DEGREES 00 MINUTES 00 SECONDS, A RADIUS OF 50.00 FEET AND A
LONG CHORD THAT BEARS SOUTH 34 DEGREES 44 MINUTES 39
SECONDS EAST, A DISTANCE OF 86.60 FEET;
ALONG SAID REVERSE CURVE TO THE RIGHT, AN ARC DISTANCE OF
104.72 FEET TO A W8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER AND THE BEGINNING OF
A REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 73
DEGREES 10 MINUTES 25 SECONDS, A RADIUS OF 50.00 FEET AND A
LONG CHORD THAT BEARS SOUTH 11 DEGREES 19 MINUTES 52
SECONDS EAST, A DISTANCE OF 59.60 FEET;
ALONG SAID REVERSE CURVE TO THE LEFT, AN ARC DISTANCE OF
63.86 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER AND THE BEGINNING OF
A COMPOUND CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 12
DEGREES 35 MINUTES 06 SECONDS, A RADIUS OF 430.00 FEET AND A
LONG CHORD THAT BEARS SOUTH 54 DEGREES 12 MINUTES 37
SECONDS EAST, A DISTANCE OF 94.26 FEET;
ALONG SAID COMPOUND CURVE TO THE LEFT, AN ARC DISTANCE OF
94.45 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
118.01 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 74 DEGREES 29 MINUTES 50 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
SOUTH BO DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
50.00 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
SOUTH 15 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
202.82 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
NORTH 74 DEGREES 29 MINUTES 50 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A We INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
60.00 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 15 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED"LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
221.06 FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
NORTH 74 DEGREES 29 MINUTES 50 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
50.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
SOUTH 15 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
211.72 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
NORTH 74 DEGREES 29 MINUTES 50 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
50.00 FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED *LJA SURVEYING" SET FOR CORNER;
SOUTH 15 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
211.72 FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 74 DEGREES 29 MINUTES 50 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
50.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 15 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
211.72 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 74 DEGREES 29 MINUTES 50 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
50.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 15 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
337.30 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
NORTH 74 DEGREES 29 MINUTES 50 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 1.0 SECONDS EAST, A DISTANCE OF
50.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 15 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 60 DEGREES 30 MINUTES 10 SECONDS EAST, A DISTANCE OF
166.95 FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER ON THE EAST LINE OF
SAID 420.185 ACRE TRACT AND THE COMMON WEST LINE OF LOT 2,
BLOCK 1 OF THE DAVE ADDITION, AN ADDITION TO THE CITY OF FORT
WORTH, AS RECORDED IN COUNTY CLERK'S FILE NO.2018-154, PLAT
RECORDS, DENTON COUNTY, TEXAS;
THENCE, SOUTH 00 DEGREES 11 MINUTES 01 SECOND EAST, ALONG THE
COMMON LINE OF SAID 420.185 ACRE AND SAID LOT 2, BLOCK 1 AND THE
COMMON WEST LINE OF LOT 4, BLOCK 1 OF THE DAVE ADDITION, AS
RECORDED IN COUNTY CLERK'S FILE NO.2018-152, PLAT RECORDS,
DENTON COUNTY, TEXAS, A DISTANCE OF 1,258.72 FEET TO A POINT FOR
THE SOUTHEAST CORNER OF SAID 420.185 ACRE TRACT AND THE COMMON
SOUTHWEST CORNER OF SAID LOT 4, BLOCK 1. SAID POINT BEING IN THE
APPROXIMATE CENTERLINE OF ELIZABETH CREEK;
THENCE, ALONG THE SOUTH LINE OF 420.185 ACRE TRACT, WITH SAID.
APPROXIMATE CENTERLINE OF ELIZABETH CREEK, THE FOLLOWING
COURSES AND DISTANCES:
NORTH 80 DEGREES 48 MINUTES 39 SECONDS WEST, A DISTANCE OF
129,40 FEET TO POINT FOR CORNER;
SOUTH 29 DEGREES 10 MINUTES 21 SECONDS WEST, A DISTANCE OF
163.71 FEET TO POINT FOR CORNER;
SOUTH 77 DEGREES 13 MINUTES 35 SECONDS WEST, A DISTANCE OF
487.75 FEET TO POINT FOR CORNER;
NORTH 75 DEGREES 35 MINUTES 03 SECONDS WEST, A DISTANCE OF
572.39 FEET TO POINT FOR CORNER;
NORTH 61 DEGREES 35 MINUTES 39 SECONDS WEST, A DISTANCE OF
253.36 FEET TO POINT FOR CORNER;
NORTH 28 DEGREES 47 MINUTES 08 SECONDS WEST, A DISTANCE OF
363.84 FEET TO POINT FOR CORNER;
NORTH 05 DEGREES 50 MINUTES 18 SECONDS EAST, A DISTANCE OF
98.25 FEET TO POINT FOR CORNER;
NORTH 10 DEGREES 51 MINUTES 38 SECONDS WEST, A DISTANCE OF
217.01 FEET TO POINT FOR CORNER;
NORTH 42 DEGREES 51 MINUTES 64 SECONDS EAST, A DISTANCE OF
280.44 FEET TO POINT FOR CORNER;
NORTH 13 DEGREES 52 MINUTES 11 SECONDS EAST, A DISTANCE OF
158.68 FEET TO POINT FOR CORNER;
NORTH 14 DEGREES 16 MINUTES 19 SECONDS WEST, A DISTANCE OF
227.D9 FEET TO POINT FOR CORNER;
NORTH 65 DEGREES 10 MINUTES 10 SECONDS WEST, A DISTANCE OF
526.29 FEET TO POINT FOR CORNER;
NORTH 57 DEGREES 05 MINUTES 20 SECONDS WEST, A DISTANCE OF
353.97 FEET TO POINT FOR CORNER;
NORTH 38 DEGREES 05 MINUTES 49 SECONDS WEST, A DISTANCE OF
346.38 FEET TO POINT FOR CORNER;
SOUTH 89 DEGREES 37 MINUTES 39 SECONDS WEST, A DISTANCE OF
257.30 FEET TO POINT FOR CORNER;
NORTH 38 DEGREES 30 MINUTES 47 SECONDS WEST, A DISTANCE OF
158.48 FEET TO POINT FOR CORNER;
NORTH 15 DEGREES 47 MINUTES 36 SECONDS WEST, A DISTANCE OF
370.29 FEET TO POINT FOR CORNER;
NORTH 63 DEGREES 28 MINUTES 50 SECONDS WEST, A DISTANCE OF
146.73 FEET TO A POINT FOR CORNER;
SOUTH 78 DEGREES 14 MINUTES 42 SECONDS WEST, A DISTANCE OF
166.03 FEET TO A POINT FOR CORNER;
NORTH 76 DEGREES 16 MINUTES 11 SECONDS WEST, A DISTANCE OF
216.63 FEET TO A POINT FOR CORNER;
NORTH 60 DEGREES 56 MINUTES 31 SECONDS WEST, A DISTANCE OF
304.68 FEET TO A POINT FOR CORNER;
NORTH 42 DEGREES 13 MINUTES 46 SECONDS WEST, A DISTANCE OF
179.01 FEET TO A POINT FOR CORNER;
NORTH 17 DEGREES 51 MINUTES 17 SECONDS EAST, A DISTANCE OF
268.74 FEET TO A POINT FOR CORNER;
NORTH 55 DEGREES 34 MINUTES 51 SECONDS WEST, A DISTANCE OF
178.75 FEET TO A POINT FOR CORNER;
NORTH 60 DEGREES 07 MINUTES 02 SECONDS WEST, A DISTANCE OF
198.03 FEET TO A POINT FOR CORNER;
NORTH 68 DEGREES 45 MINUTES 26 SECONDS WEST, A DISTANCE OF
193.54 FEET TO A POINT FOR CORNER;
NORTH 46 DEGREES 12 MINUTES 13 SECONDS WEST, A DISTANCE OF
204.55 FEET TO A POINT FOR CORNER;
NORTH 83 DEGREES 28 MINUTES 06 SECONDS WEST, A DISTANCE OF
272.02 FEET TO A POINT FOR CORNER;
SOUTH 65 DEGREES 25 MINUTES 53 SECONDS WEST, A DISTANCE OF
67.90 FEET TO A POINT FOR CORNER;
SOUTH 13 DEGREES 25 MINUTES 16 SECONDS WEST, A DISTANCE OF
69.76 FEET TO A POINT FOR CORNER;
SOUTH 43 DEGREES 26 MINUTES 20 SECONDS WEST, A DISTANCE OF
109.14 FEET TO A POINT FOR CORNER;
SOUTH 87 DEGREES 42 MINUTES 53 SECONDS WEST, A DISTANCE OF
136.06 FEET TO A POINT FOR CORNER;
NORTH 58 DEGREES 33 MINUTES 30 SECONDS WEST, A DISTANCE OF
424.28 FEET TO A POINT FOR CORNER ON THE NORTHWEST LINE OF
SAID 420.185 ACRE TRACT AND THE COMMON SOUTHEAST LINE OF A
TRACT OF LAND CONVEYED TO THE ATCHISON, TOPEKA AND SANTA FE
RAILWAY COMPANY, AS RECORDED IN COUNTY CLERK'S FILE NO.
93-R0021055, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS.
SAID POINT BEING THE BEGINNING OF A NON -TANGENT CURVE TO THE
RIGHT HAVING A CENTRAL ANGLE OF 02 DEGREES 06 MINUTES 42
SECONDS, A RADIUS OF 2714.93 FEET, AND A LONG CHORD THAT
BEARS NORTH 43 DEGREES 23 MINUTES 52 SECONDS EAST, A
DISTANCE OF 100.05 FEET;
THENCE, ALONG SAID COMMON LINE, THE FOLLOWING COURSES AND
DISTANCES:
ALONG SAID NON -TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE
OF 100.06 FEET TO A 5/8' IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'JACOBS" FOUND FOR CORNER;
NORTH 44 DEGREES 27 MINUTES 12 SECONDS EAST, A DISTANCE OF
877.11 FEET TO A 5/8' IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"LJA SURVEYING' SET FOR CORNER;
THENCE, OVER AND ACROSS SAID 420.185 ACRE TRACT, THE FOLLOWING
COURSES AND DISTANCES:
SOUTH 68 DEGREES 13 MINUTES 17 SECONDS EAST, A DISTANCE OF
97.83 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'LJA SURVEYING' SET FOR CORNER;
SOUTH 44 DEGREES 36 MINUTES 12 SECONDS WEST, A DISTANCE OF
11.46 FEET TO A 5l8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'WA SURVEYING" SET FOR CORNER;
SOUTH 20 DEGREES 00 MINUTES 59 SECONDS WEST, A DISTANCE OF
91.91 FEET TO A WS" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"LJA SURVEYING" SET FOR CORNER;
SOUTH 18 DEGREES 51 MINUTES 39 SECONDS EAST, A DISTANCE OF
129.73 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"LJA SURVEYING" SET FOR CORNER;
SOUTH 75 DEGREES 31 MINUTES 44 SECONDS EAST, A DISTANCE OF
1117.85 FEET TO A 5/8' IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'LJA SURVEYING" SET FOR CORNER;
SOUTH 14 DEGREES 28 MINUTES 16 SECONDS WEST, A DISTANCE OF
105.00 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'LJA SURVEYING' SET FOR CORNER;
SOUTH 75 DEGREES 31 MINUTES 44 SECONDS EAST, A DISTANCE OF
110.00 FEET TO A 51W IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'LJA SURVEYING" SET FOR CORNER;
SOUTH 14 DEGREES 28 MINUTES 16 SECONDS WEST, A DISTANCE OF
5.00 FEET TO A SW IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"LJA SURVEYING' SET FOR CORNER, AND THE BEGINNING OF A
TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 90
DEGREES 00 MINUTES 00 SECONDS, A RADIUS OF 50.00 FEET, AND A
LONG CHORD THAT BEARS SOUTH 30 DEGREES 31 MINUTES 44
SECONDS EAST, A DISTANCE OF 70.71 FEET;
ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
78.54 FEET TO A WS" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"LJA SURVEYING' SET FOR CORNER;
SOUTH 75 DEGREES 31 MINUTES 44 SECONDS EAST, A DISTANCE OF
381.56 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"LJA SURVEYING' SET FOR CORNER;
SOUTH 77 DEGREES 05 MINUTES 24 SECONDS EAST, A DISTANCE OF
920.83 FEET TO A 618 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
NORTH 12 DEGREES 54 MINUTES 36 SECONDS EAST, A DISTANCE OF
900.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 32 DEGREES 05 MINUTES 24 SECONDS WEST, A DISTANCE OF
14.14 FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 77 DEGREES 05 MINUTES 24 SECONDS WEST, A DISTANCE OF
6.00 FEET TO A 5M INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
NORTH 12 DEGREES 64 MINUTES 36 SECONDS EAST, A DISTANCE OF
60.00 FEET TO A WS INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 77 DEGREES 05 MINUTES 24 SECONDS WEST, A DISTANCE OF
20.91 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER AND THE BEGINNING OF
A TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 10
DEGREES 36 MINUTES 56 SECONDS, A RADIUS OF 485.00 FEET, AND A
LONG CHORD THAT BEARS NORTH 82 DEGREES 23 MINUTES 52
SECONDS WEST, A DISTANCE OF 89.73 FEET;
ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
89.86 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, PASSING AT A
DISTANCE OF 46.21 FEET, A 5/8 INCH IRON ROD WITH YELLOW PLASTIC
CAP STAMPED *JACOBS' FOUND FOR THE SOUTHEAST CORNER OF A
5.000 ACRE TRACT OF LAND CONVEYED AS "TRACT 2' TO TRAILS OF
ELIZABETH CREEK HOMEOWNERS ASSOCIATION, AS RECORDED IN
COUNTY CLERICS FILE NO.2018-27157, REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS, CONTINUING ALONG THE EAST LINE OF SAID
5.000 ACRE TRACT, IN ALL A TOTAL DISTANCE OF 446.21 FEET TO A 6/8
INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" FOUND
FOR THE NORTHEAST CORNER OF SAID 5.000 ACRE TRACT;
NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, ALONG THE
NORTH LINE OF SAID 5.000 ACRE TRACT, A DISTANCE OF 544.50 FEET
TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED
*JACOBS" FOUND FOR THE NORTHWEST CORNER OF SAID 5.000 ACRE
TRACT;
NORTH 00 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF
112.95 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
NORTH 89 DEGREES 48 MINUTES 59 SECONDS EAST, A DISTANCE OF
366.46 FEET TO A 6/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER, AND THE BEGINNING OF
A TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 09
DEGREES 33 MINUTES 32 SECONDS, A RADIUS OF 490.00 FEET AND A
LONG CHORD THAT BEARS NORTH 85 DEGREES 02 MINUTES 13
SECONDS EAST, A DISTANCE OF 81.65 FEET;
ALONG SAID TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
81.75 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING' SET FOR CORNER;
NORTH 80 DEGREES 15 MINUTES 27 SECONDS EAST, A DISTANCE OF
92.26 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 09 DEGREES 44 MINUTES 33 SECONDS WEST, A DISTANCE OF
60.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
SOUTH 80 DEGREES 15 MINUTES 27 SECONDS WEST, A DISTANCE OF
31.94 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
NORTH 00 DEGREES 11 MINUTES 01 SECOND WEST, A DISTANCE OF
143.37 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
NORTH 89 DEGREES 48 MINUTES 59 SECONDS EAST, A DISTANCE OF
213.54 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 52 DEGREES 17 MINUTES 46 SECONDS EAST, A DISTANCE OF
169.77 FEET TO A 5/8' IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"LJA SURVEYING" SET FOR THE SOUTHWEST CORNER OF LOT 8, BLOCK
10 OF AFORESAID TRAILS OF ELIZABETH CREEK, PHASE 1;
THENCE, CONTINUING OVER AND ACROSS SAID 420.185 ACRE TRACT AND
ALONG THE SOUTH LINE OF TRAILS OF ELIZABETH CREEK, PHASE 1, THE
FOLLOWING COURSES AND DISTANCES:
NORTH 46 DEGREES 22 MINUTES 32 SECONDS EAST, A DISTANCE OF
305.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 43 DEGREES 37 MINUTES 28 SECONDS EAST, A DISTANCE OF
1.50 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 01 DEGREE 22 MINUTES 32 SECONDS WEST, A DISTANCE OF
14.14 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 46 DEGREES 22 MINUTES 32 SECONDS WEST, A DISTANCE OF
3.50 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED *LJA SURVEYING" SET FOR CORNER;
SOUTH 43 DEGREES 37 MINUTES 28 SECONDS EAST, A DISTANCE OF
90.00 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
NORTH 46 DEGREES 22 MINUTES 32 SECONDS EAST, A DISTANCE OF
3.50 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 88 DEGREES 37 MINUTES 28 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "WA SURVEYING" SET FOR CORNER;
SOUTH 43 DEGREES 37 MINUTES 28 SECONDS EAST, A DISTANCE OF
101.60 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
SOUTH 01 DEGREE 22 MINUTES 32 SECONDS WEST, A DISTANCE OF
14.14 FEET TO A 5/8' IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"WA SURVEYING" SET FOR CORNER;
SOUTH 43 DEGREES 37 MINUTES 28 SECONDS EAST, A DISTANCE OF
50.00 FEET TO A 518 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 88 DEGREES 37 MINUTES 28 SECONDS EAST, A DISTANCE OF
14.14 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 43 DEGREES 37 MINUTES 28 SECONDS EAST, A DISTANCE OF
100.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
NORTH 46 DEGREES 22 MINUTES 32 SECONDS EAST, A DISTANCE OF
170.00 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED *LJA SURVEYING" SET FOR CORNER;
SOUTH 43 DEGREES 37 MINUTES 28 SECONDS EAST, A DISTANCE OF
107.82 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
SOUTH 39 DEGREES 28 MINUTES 01 SECOND EAST, A DISTANCE OF
62.92 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED'LJA SURVEYING" SET FOR CORNER;
SOUTH 33 DEGREES 21 MINUTES 19 SECONDS EAST, A DISTANCE OF
66.97 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "LJA SURVEYING" SET FOR CORNER;
NORTH 89 DEGREES 48 MINUTES 59 SECONDS EAST, A DISTANCE OF
8024 FEET TO THE POINT OF BEGINNING, AND A CALCULATED AREA OF
176.682 ACRES OF LAND.
TO BE KNOWN AS:
30X, BLOCK 10; LOTS 35.51, BLOCK 14
LOTS 1-51 & 52X, BLOCK 15; LOTS 1.21, BLOCK 16
LOT 1-16, BLOCK 17; LOT 1-2, BLOCK 21
LOTS 1-28, BLOCK 22; LOTS 1.2, BLOCK 23
LOTS 1.8, BLOCK 24 & LOT 1X, BLOCK 25
LOTS 1X, 2-21, 22X, AND 23-32, BLOCK 43
TRAILS OF ELIZABETH CREEK
AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AND DO
HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE EASEMENTS AND
RIGHTS -OF -WAY AS SHOWN HrhREON.
EXECUTED THIS DAY OF h A.D.2020.
FORESTAR (USA) REAL ESTATE GROUP INC.
A DELAWARE CORPORATION
BY:
NAME: N LAZARES
TITLE: INVESTMENT DIRECTOR
STATE OF T)(
COUNTY OF
SURVEYOR'S CERTIFICATE
I, AARON C. BROWN, REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THE PLAT SHOWN HEREON
ACCURATELY REPRESENTS THE PROPERTY AS DETERMINED BY AN ON THE GROUND SURVEY, MADE UNDER MY DIRECTION
AND THE SUPERVISION IN APRIL 2020, AND THAT ALL CORNERS ARE AS SHOWN.
K
AARON C. BROWN
REGISTERED PROFESSIONAL LAND SURVEYOR
TEXAS REGISTRATION NO.6702
DATE: ZD
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE
STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED KEVIN LAZARES, KNOWN
TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR
THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY
THEREIN STATED. ,,,,.�,��
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE" 22&&`-DAY OF
A.D.2020.
NOTARY PUBLIC IN AWITFOR THE STATE OF TEXAS
MY COMMISSION EXPIRES:
REFERENCE CASE NUMBERS
PP-16-062
POa� RACHEL RETANA
�* MY COMMISSION EXPIRES
• 12/16/2020
,d NOTARY ID: 130935899
FP-17-138
A.M
A
FINAL PLAT
OF
TRAILS OF ELIZABETH CREEK
OF
LOT 30X, BLOCK 10; LOTS 35-51, BLOCK 14;
LOTS 1-51 & 52X, BLOCK 15; LOTS 1-21, BLOCK 16;
LOT 1-16, BLOCK 17; LOT 1-2, BLOCK 21;
LOTS 1-28, BLOCK 22; LOTS 1-2, BLOCK 23;
LOTS 1-8, BLOCK 24; LOT 1 X, BLOCK 25;
LOTS 1 X, 2-21, 22X, 23-32, BLOCK 43
175.562 ACRES
SITUATED IN THE
CHARLES TYDINGS SURVEY, ABSTRACT NO. 1276, THE
C. PERRY SURVEY, ABSTRACT NO. 1031, THE JOHN F.
DAY SURVEY, ABSTRACT NO. 384, AND THE
ALFRED M. KING SURVEY, ABSTRACT NO. 710,
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
175 RESIDENTIAL LOTS
5 PRIVATE OPEN SPACE LOTS
OWNER/DEVELOPER: FORESTAR (USA) REAL ESTATE GROUP INC.
14755 PRESTON ROAD
SUITE 130
DALLAS, TEXAS 75254
PHONE (972) 702-8699
ENGINEER/SURVEYOR:
WA Su
3017 W 7TH STREET,
Suite 300
Fort Worth, Texas 76107
Inc.
THIS PLAT FILED IN
MAY 2020
Phone 817.288.1900
T.B.P.L.S. Firm No.10194465
PHASE 2 SHEET 5
N
YII
cc
a
IL
w
W
W
Filed for Record
in the Official Records Of:
Denton County
On: 7/2/2020 10:49:58 AM
In the PLAT Records
TRAILS OF ELIZABETH CREE
Doc Number: 2020-226
Number of Pages: 5
Amount: 250.00
Order#:20200702000345
By: DB