SD5094AMATCH SHEET 2
Irv74
��8 W221,3g,
I 21451
'3121" 100.00' 100.02' 135.89'
4%
SO. FT. 5 w"' 99,83'
:z�' N 43'58'48" W
N 79'57 0 W 36.65'
-� � ,� MATCH SHEET 2
H 3 4 m N 88 13 O6 W 215.5
w •"' 18 w 19 "' 20 w 21 c4 a . N 88 13 06 W 227.94
w "
3' c 25178 m o 21550 m SO. FT . �� P ' �,`'� a I o I $ 7 21418
o " O1 21554 m' 22759 ^ S$" N 88'13'06" W 215.50' 29 o w o T
a S054 T . 4 I 'V I� SO. FT .:" S0. FT . ;� SO. FT . N • ? _ _ ?�' 21550 g n I 2 N I /
.+ �+ml-' 8 -� - N 88'13'06" W 232.30' -� o ., m S0. FT. tea'
Ln Vrn o 0 0 22 J i8 I�g I= m 2 8 z SO. FT. u� J 25' B L z z z 22515 w fv" m _ a l�� in 21550 g N 88 ' 3 ,06" W I N O6" W CALLED 184.179 ACRES I
III 9 I I^ fMAII�ER OF
N 85' 1'39" I /=-- S0. FT. �,u, moo^ 'n N '" ^f o SO. FT. 215.50' 61.07' /
5.68' 5' U.E. 60' ACCESS & U.E. /� Lq 21715 R Un w min ti `, BLOOA�IELD HOME. LP /
rn cn I m 22347
7 SO. FT. II m N 88'13'06" W v `rIn 30 �° v S0. FT. �s INST. NO. 2015-37904
(`� 100.02' N 215.50' co� "' a 26 D.R.D.C.T.
c I J -, I 126.02' 100.00, N 88'31'21" W 37.47' 3.45' g - ' 2' " I 1 �, ?� 21709 I -� N 33'48'48" E 20' SEWER EASEMENT
rn .-- 8 N 85 46'54" W o 0' �� I� 2447 T m z S0. FT. L- N 84 54 297.8B' $ 1/2" c.IAs. INST. D.R.D.C.T. R.D CT-77927� " 6 A
21563 N 88'3f21" W 100.00' 100.01' 44.2B' 1/r c.LR.F.
SO. FT. 3 I"� 122.67' co ft '25'02" W
n -�- B h -� 49 29 W .00
I //o P� \� 10 `" 13.99' S 84.25 02 E 404.30'
N II 5 U.E. �_ / 23 22164 v^� ��� 1\-,- N 84'25'02" W 23800• N 43'557 19" E
ti 88 9 '51" n
199. 1' IN � w 25' B.L. �,, 20327 rj ,y S0. FT. �� p 1p1 \ 31
�, N7
25
10
4J J I'm mo mo w SO. FT. 7� �5g1Y219.7q. 5 Uf SO FT ��j rn v
1/2" C1A.5.
!' rn v m LQ 25 rn ti 0 PGP \ 2 �� u) J • P
26 ,�, ,., �c, 1 \ �� �� h4 24354
gQCi o 21480 2I II 25 12 aN 21550 �N 21552 m 24 p 7 y' a \ \ II v J SO. FT. • / 0' SEWER EASEMENT
Z I S0. FT. SO. FT. o SO. FT. c SO, FT. 21798 v P ru 21613 15 �\ �\ \ �J 7 .
A. INST. N0. 2007-138646
W `�u z z o SO. FT. SO. FT. � w 24679 `5' (/ N7p •1p�'13. J v N %J " W z 29X OPEN SPACE D.R.D.C.T.
W9'16" N 5 U.E. z �' , Q / a N S0. FT. �� �� W 23p 928,042 5O. FT. +
w o�$/ Ni8'27'53'E 10' B `�� °�V// BLOCK A
V N _ 25303 1 4! ' BLOCK C ,o <o tigg rs 1p026' <• 24 / °7
m SO. FT. "' 103.1 128.87' �0 9 U `Y 14
in v 8' 100.00' 100.01' ., try o� 1
0 0 60' ACCESS ;n , `rQi N60'25'02"W `�' 6 = 16 P 26825 � � ^ 20027 /
z o f � N88*31'21"W 100.00, 78.54' o^ SO. FT. �`
10' B.L. & U.E. JJ ml 124.65' 21.87' 107.pp 21673 21550 , S0. FT.CO
r~
SO. FT. ``r SO. FT.
J J'
S8 731' 'E '05'45" m g °�
17.31' L=129.00'8/� I w � • g `?
K1 v r- 1 b, _ , _ 3 W "' • 9' ' ti 20257,I 23
BRNHAM _ �- m o 2 (n 4 = 5 / �h 17 SO. FT. \; �`'IQ
I o I `O I I so. FT . w Ln ' 21550 21556 21703 23568 0 o
0 5' U.E. 10' B.L. N `" SO. FT. N SO. FT. m 50. FT. m SO. FT. 21550 N Q a 1 20409 c'''k
in 25520 ``' �' J oo `•" <v b SO. FT . g ocm
g P \ SO. FT.
•g q` �o � 7
Qrd
SO. FT. 1 = I J I z z z o v.PP^ry b, c4 12 d'
�G - ,nl I 25' B.L. z �tiu` $ t� 21550� ? / +'+�►
(� N 82403'46" W L 5' U.E. 60' ACCESS & U.E. �/ 18 SO. FT.
I 121.33' 20949 .�' /22
/ 1p, \ 2p / �•�
11481' _ 100.00, _ 100.19, f05.93' S 88'3121" E SO. FT. .F / �' APPROXIMATE LOCATION OF
mrn I SOI3BFT 2 II �` S 88'31'21" E 100.00' 100.00' / $ \
100.00' 100.00' 40.56' 0.96 q• g 20100 r�`o ZONE "A" FLOODPLAIN PER
100.73' `Y�' �'$ SO. FT. N60•
rs = 11 �' ':� o FIRM APRIL 18,8,�201DATED
N '46" W 21550 ° W
•7.45' fl 5 U.E. i9 SO. FT.
v
h
f^ 25' B.L. - 21571 g 1 •�O, 1 \
IF
w w w w w i/z" C.I.R.S.
"q 21442 `n "� w br o M - M - oM - S0. FT. g �h 22576 \
cluI SO. FT.3 25 m � 24 23 m� 22 m� 21 m� 20 `�. g' a' 10 s q �, 21 gO, FT.
z 24791 � 21550 ti 21550 S-N 21550 � N 21550 N 20520 .FT �, 21550 <v
o N •30'46" W '' SO. FT S0. FT. o SO. FT. o SO. FT. o SO. FT. o SO. FT.
& SO . FT . / BLOCK A /
a s 226.03' �•
21585 4 11c'
BLOCK Be '�° W 8� 25001 =
SO. FT. rr . /l N88'331'21"W 2216 SO. FT. ' CT 3
m 100.00' 100.00' 100.00' 100.00' 64.59'
a II _/ fo1.04' 100.00, f00.0o' 100.00, 100.00, 100.001, N84*56'� s SO, FT. 20 Via: CALLED 63.7A �S��ALLC
in N 86'3 '46" W - 69.09' �, CROSS
O u' 7.34' 5' U.E. CADS1AST. N0. � '� �• 2005-39250
z 8 9 N .\� 2 / 5 D.R.D.C.T.
n I 21683 v �I -1 w w w w w / `b / 1
Uj o 5 e _ N 22653
SO. FT. �I�v�Iti o m- 2 3 4 0 5 `-cn T'in 6 `M-S 22266 m n SO. FT. /
1 m 21550 m 21550 m 21550 21550 m 21550 m i9 c'0.9F
25150 N :v n :U S0. FT. 1'
N 86'30'46" W 5O. FT. SO. FT, SO. FT. SO. FT. 8CU SO. FT. .,Z, SO. FT.
j o 0 0 0 0 o Z/ �� 23098 t� S \/
m II� z z z z z z S0. FT. p�
O o 25' B.L. 1/2" c.IA.F.
Z 21548 6 ^ I L 5' U.E. G s A
I �i
SO. FT. ' 124.58' A6 / _ • I
�•� 00" ti ( S 68'3121" E _ 100.00' _ f00.00' 100.00' 100.00' _ f00.00' _ 34.-W L=100 67
_ L ; **� AD7�
N 3000 76.50' 100.00' 100,00, 100.00, 100.00, i00.00' N88'31'21"W L=62•15' 18 J.all��sTABLB
Q O • 1 A1" ,9 71.02' ti I 1/2" c.tAs.
25B09
1210�1 7ACCESS & U.E. 5-U•E• L=27.00' v• SO. FT. `"
25' B.L. 17
W W2 m 30' X 30' SIGN
C i EASEMENT w '� I
J a
Q N 23103 8 916 ' w 16 D 32088
�5? 3 �fb uSO. FT. Nin 9 c_Q1*io 10 11 w 12 13 w i4 15 2 o SO. FT. I
"I'
mo, cn w
7 {y o 22411 8 ;u^ mS m In_ 3
~ o
o 0 19q o SO. FT . z 26100 o N 28950 iv o moo o `" o ' I
o r'j m m - �v
o SO. FT. z SO. FT. o "' 31300 .- m 33300 N - N 36947
0
LINE
BEARING
DISTANCE
L1
587'16'06"E
100.13'
L2
SOB *45'14"W
94.50'
L3
S33'43'39"W
106.65'
L4
S66'54'24"W
74.61'
L5
557'5f'44"W
65.87'
L6
N69'43'46 V
72.40'
L7
N56*01'06"W
102A6'
LB
N7B'49'51"W
67A4'
rn z SO. FT. o SO. FT. 8A o <v •
z N 131 z o 33350 z 37942 0 34202 S0. FT. ti = 29X OPEN SPACE Q
66�c,1Q, z SO. FT. SO. FT.
SQ. FT. z "' ' 928,042 SO. FT.
,.�
3 BLOCK A � co
o N 70 0!5.00'
v 640" 1/2" c.IAs.
oN
ANw N 74 0. 8„ BLOCK
I l co W N 78 6�9'" �g1 •�5 0' SEWER EASEMENT
= I I I uj ►V N 7809'07" W N 8149 46 E ,•• N 75 ZY4„ W 129.16' ., N 12'A2 v INST. D.R.D.C.T.
138646
.T3 a ....,,,..• N 85 31'20 E 1/2" C.I.R.F.
Z / / 29X OPEN SPACE I
928,042 SO . FT.
I ^�
BLOCK A
h�0
I I 1/2" C.IAS.
V] Q I N 86'30'46" W 402
20' 5.E. N 86'3046- W 397.27 -� �roo •D�• GRAPHIC SCALE 1' =100
~ wom I cv �$ \ N 6B'312f" W 54239'
LAKE LE4Svn.1E
VICINITY MAP
N.T.S.
LEGEND
AC.
ACRES
SO. FT.
SQUARE FEET
U.E.
UTILITY EASEMENT
B.L.
BUILDING LINE
R/W
RIGHT-OF-WAY
INST. N0.
INSTRUMENT NUMBER
CAB.
CABINET
SL.
SLIDE
VOL.
VOLUME
PG.
D.R.D.C.T.
PAGE
DEED RECORDS, DENTON COUNTY, TEXAS
P .R .D .0 .T .
PLAT RECORDS, DENTON COUNTY, TEXAS
I.R.F.
IRON ROD FOUND
C.I.R.F.
CAPPED IRON ROD FOUND
C.I.R.S.
CAPPED IRON ROD SET
(GOODWIN & MARSHALL)
D.E.
DRAINAGE EASEMENT
S.E.
SEWER EASEMENT
STREET NAME CHANGE
M I' /• ' •I
LINE
C1
RADIUS
250.00'
ARC
147.00'
DELTA
33'41'21"
CHORD BEARING
N75'53131
CHORD
144.89'
C2
250.00'
125.57'
28'46'46"
S11'44'10"E
124.26'
C3
305.00'
94.11'
17'40'44"
S62'13'35 V
93.74'
C4
305.00'
110.28'
20'42'58"
S81'25'27"W
109.68'
C5
565.50'
691.29'
90'1B'15"
N43'22'13"W
801.86'
C6
1015.50'
383.77'
21'39'09"
NO2'13'48"E
361.49'
C7
250.00'
45.39'
10'24'10'
N07'5Vi8"E
45.33'
C8
1015.50'
428.33'
24*10'01"
NO3'29'14"E
425.16'
C91
250.00'
394.03'
90-18'15"
N43'22'13"W
354.49'
CIO
249.00'
122.54'
2B'11'50"
N15'52'49"E
121.31'
C11
C12
C13
C14
1015.50'
1015.50'
1000.00'
1015.50'
428.33'
428.33'
129.00'
247.91'
24'10'01"
24'10'01"
7'23'29"
13'59'15"
NO3'29'14"E
NO3'29'14"E
N89'47'30"E
NOB '34'37"E
425.16'
425.16'
128.91'
247.30'
C151
335.00'
359.57
6129 55
S6043W
342.56'
C16
605.00'
297.74'
28-1150"
S15'52'49"W
294.75'
Filed for Record
in the Official Records Of:
Denton County
On: 9/13/2019 11:20:16 AM
In the PLAT Records
OAK HILL RANCH PHASE I
Doc Number: 2019-388
Number of Pages: 2
Amount: 100.00
Order#:20190913000257
By: SP
3� CO 0 10o zoo goo .FINAL PLAT
�W o p LL' N 88'31'21" W 537.71' 60' 8•E, �'•, s SD5094A G01 S05
1/2" C.LR.F. OF
CL I 1/2" C.I.R.F. //��� "G & A"
'J
cNmti '� "G & A" 1/2" C.I.R.F. / \ •••••
s A° L8 APPROXIMATE LOCATON OF . �' \ 1�
ZONE 'A" FLDDDPIN PER . 20' S.E. / ; LOTS 1-289 29X, BLOCK A; LOTS 1-259 BLOCK B;
I 'N • , 2i6 °� FIRM 48121cMM DATED �3�p11b '2a 37991 A0662A' M JON ES TR 81-83 88 N PT 99.503AC/ALL LOTS 1-27 BLOCK C; LOTS 1-149 BLOCK D;
V� (� 1/2° C.I.R.F. APRIL 18. 2011 \/ ( ) J.AJ
" C.LRF. �`/1A ���^� ..G 6 A 1/2" CIA.F.
I 1/2G & A 5 �1• �.,- "G & A 5 LOTS 1-3 1, BLOCK E;
• /� �5220 • /' \ \ 1/2" C.I.R F. f��' Cd'1111�11Ld11i' JLJr�o 1
•'�J -G 6 A" �A \ \ DEVELOPER: OAK HILL RANCH, PHASE
,�[� 1/2" C.LR.F. /pty
� wG+•N3 ` .. i � /' ` � �� q � 1/2" C.I.RF. S �' �'4T•,* ^ / �\ ®® �S � BiS�L\\,T .
�, G 6 A" 168.1/�Jill�`�uLdIT
Il� ".5W ACRES
Q ° / / OAT` ER: � .,�p,� N �p
POINT OF L6 i/2" C.IAF. 31ZTJATI® u, 1�
° I ` �- - - "G 6 A" j SUGLAS OS' INC- ]3L®®�MLD H®�S9 L.P. CIVIL ENGINEERS -- PLANNERS SURVEYORS MARS JONBS SURVEY, ABSTRACT NO.662
g ~� I BEGIN MG CALLED 13.905 ACFIES - - - / T 1050 E. HWY 114, SUITE 210 2405 Mustang Drive, Grapevine, Texas 76051 TOWN OF CROSS ROADS, DENTON COUNTY, TEXAS
cq Q Rx. NAIL FT w/wAsR 0' SEWER EASEMEN 2� AVE K
J g • "GOODWIN & MARSHALL UPPER TRINITY REGIONAL WATER DISTRICT INST. NO. 2007-138646 SOUTHLAKE TX 76092 Metro (81 329-4373 142 RESIDENTIAL
LOr1'3 AND
INST. N0. 2003-30220 1 D.R.D.C.T. SUITE 100 PHONE (817) 416-1572 1 NON-RBSMENML LM
D.R.D.C.T. ix ANO, TX 75074 TBPE REGISTRATION # F-2944 AUGUST2019
1 972-422-1658 FAX (817) 416-1397 TBPLS # 10021700
I •�
I • •
REMAINDER OF CALLED 184.179 ACfES
&015111l Ill LP
IAST. All 2015-37904
O.R.D.C. T.
Ilk
109.57' =
" E 397.19' N SE -in 37s iSt.ge. I
98'� 98'� 3.07' 2�1� N 11.08
_ GRAPHIC SCALE 1"=100'
N
�Sy�3 0 100 200 300
w ,u
13 m 12 m- 11 A9�'
21529 N m 21529 N m 2115210
SQ. FT. _ SQ. FT. Al50. FT. 21130
Z Z o SQ. FT. v 9
z � a 21130 ,
= SO. FT.
8
98 53' 98.53' L=79.10' \ = 21130 ZYj'Tt�
88 *3 121" E 96.54' L=81, SQ. FT. "
L=114.B2' 64 .ti r.?.�•
99.96' � 7
5.0-6 L'116,4e1.64• �' 21130 f�t� cis
SO. FT.. a uz.
Co
w
w CQ1166q' 6 J
18 19 m" 6\ C, 21130
21546 N 21542 it o 20 0 qC+ 9j6\ SQ. FT. gj►, I
SO. FT. SO. FT. 22528 21 ASS v•
z SQ. FT. m u 21854 ri d' S ti �,12,. czar
z SQ. FT. 22Gcc l� \ 5
1 WATER EASM NITti° 21854 �6°�1Q` \F 21130
INS N0. 2014- 1455 SO. FT. �e`�'' S0. FT.
;'.�
100.00' 97.72' NO.
'� ' 23 ,C 6• Ayl� I
- 78.09' _ 32 72 5 - -� - 21654 _ �� `� CALLED 62.090 ACRES
_ _ - I
Z-N 13 956,. W �p goo -SO. FT. s� �'a�\�v.\ 4 �i2' �zas BL IELD HOES LP
H
4� �• 21130 INST. All2016-123034
Sf9 �3l 24 F SO. FT. D.R.D.C. T.
_ w Ol 7Y < \ A 19
1112 11 i0 9 4'sc4 21854 m�1 5p Q
Z ti N '27'4 „ E �, II 24955 21550 21550 21550 m 21393 8 SQ. FT. N fig' w
SQ . FT . Su ,ri v 21639 . < IL37.51' .� SO. FT.
IQ� J oa SQ. FT. oN SQ. FT. ca SQ. FT. ow SO. FT. '~ 7 r�°��'" �fy 3 �'m T\12130 fA `S 21571 mo I z ' z z z 21899 v `�.� m 8 I o 25' B.L. 5 U.E. z m' SQ. FT. ilz..Q w 5Q. FT. �� SQ. FT. o ac�.jn N
I60' ACCESS & U.E. a 9� 21854 C' 5 �', L=25.12' SQ. FT. g N a O W
O N 8 *46'44" W I I - �- 6 �.
113.37' 100.00' 100.00, _100.00' 63.53' "�'� �6'� ff'
40.44' 24141 'v
W O CO S 88731' 1" E 100.00' 100.00' L'6q•28' \ SO. FT. "'�9 N N l2.5 ,� G 2
mI `- 102.1 ' 100.00' N88'3121"W L "' o rn ,� Fn 21130 T p
z I 21576 7 IIZ. �- 74.84' -84.72 Co �'•
SQ. FT. Cu --� ���'9 0 2 26 „ rn' SQ. FT. ctPS,
0 0 5 U.E. , Col C� 5 21B54 n__--
N 79 53" I� ';f w 25' B.L. w -60 qC� `'�' C`6j 22625 S0. FT. N 3is. 50 " S3 "26
2 W c� f i m o I I w �, \ c�. SQ. FT. _, `ri N E iu -W 1 5' U.E.
I 17 CC 116 15 59 14 mg 13 F £ 2 miq
I 21614 6 j o 1 -a 24807 N 21550 =� 21550 =� "' 21550 ti 22411 <� A 27053
SQ. FT. '°a SO FT o SQ. FT. o"' SQ. FT. �� 5Q. FT. o- SO. FT. �. 12 <�\ ° 12 10 27 m II J !� I SO. FT.
SO. 0 / 20' SEWER EASEMENT
N 7q. in o^ rn o z U z z z 21876 1? '�• a 22292 I� _� INST. N0. 2019-77927
46' u I ' ,� 4 Q`v SO. FT. N l`= `-��w'� N D.R.D.C.T.
MATCH SHEET 1 18 h 221•38, �� J 5' U.E. z ' SQ. FT. 21176 01 m I I �' o Y -14 In rn STONEHA _ ,
rr J� o� a SQ. FT. N 88'13'06" W m _ _--� /2 c.I.R.s, Ap
BLOCK \\
135.74' C �P� a0 a 21874 3 228.11' S88'13'O6"E N
NBB'31'21"W 100.00' inn nn 68 91'
I
' I I
I I
i I I
i I 20' WATER EASMENT
INST. NO. 2014-81455
D.R.D.C.T. ACCESS & UTILITY EASEMENT
INST. NO. 2019-77928
/ D.R.D.C.T.
I I
f I
L1 C1
55.00' 40' ACCESS 6 U E l
0 45.13' p7 `t
SEDO___02- o �3
o^ N o 0 10' B.L.' U.E. ZIci�S 200.32'
ud ti I 28190 i4 87'2O'47" E S 88'31'
x SO. FT. cn 101.77'
98.55'
98.53' 98.53'
n Q
C)ti �� I 210. 5„ w -/ 5' U.E. BLOCK F
u� 215li 13 1 'mILL
w
Z, SQ. FT. cu 17 m" 16 - - i5
25794 ; 21628 m 14
11��
S0. FT. N SQ. FT. S' m 21529 m 21529
N 3' 7'20„ o o ZZ SQ. FT. o SQ. FT.
197.4 W If III z 25' B.L.z z
-' L_ z I _
a m 60' ACCESS & U.E.
Ha 15
2112 c�vI 8
w En I SQ. FT. �� 127.11' 98.53' 98 53' 98 53'
a�
S 88'31'21" E 100.00'
100.00'
100.00,
°Caw
N 88 '57'01" W
196.60'
12127'
wi
I
LL
I
25' B.L.
w
L
w
a-
21522
11I
�,�;,
SQ. FT.
J
14 Fr
15
16
m'
17
IN
I z
I I 25086 �,
21550 �' N
21550
m
r' ti
C'
21550
Q
S
N 5'
SQ. FT.
5a. FT.
SO. FT.
SQ. FT.
4
_6
07. 1'
t r
z
I J,
z
z
W
(�fl
co
21458 10
N ' J o
BLOCK E
v
ti
I
SO. FT.
103.96'
100.00'
100.
.�
N 8 •3.14'
25
1.87'
100.00'-
I
N 88-3
31'21"
-100.00'
W
-
iO 00'.
C
I ^)
5' U.E.
F_
rn
Z
n I
21615 9
I
w
ILL
SO FT
m
13
OWNER'S C=TMCATE AND DEDICATION
STATE OF TEXAS
COUNTY OF DENTON:
WHEREAS, BLOOMFIELD HOMES, L.P., as owner of that certain lot, tract, or parcel of land,
situated in a portion of the Marcella Jones Survey, Abstract No. 662, Town of Cross Roads,
Denton County, Texas, being part of that certain called 184.179 acre tract described in a deed to
Bloomfield Homes, L.P. recorded in Instrument No. 2015-37904 of the Deed Records of Denton
County, Texas (DRDCT ), and being more completely described as follows, to-wit1
BEGINNING at a P.K. nail set with washer stamped ' GOODWIN 8 MARSHALL' , hereinafter
referred to as P.K. nail set with washer, for the Southwest corner of said 184.179 acre tract and
the most westerly Northwest corner of said 63.789 acre tract, said point being in Naylor Road,
THENCE North 03 deg. 29 min. 14 sec. East along the West line of said 184.179 acre tract, a
distance of 2618.22 feet to a P.K. nail set with washer in Naylor Road,
THENCE North 02 deg. 43 min. 54 sec. East along said West line, a distance of 210.10 feet to a
1/2' capped iron rod set,
THENCE South 87 deg. 16 min. 06 sec. East departing said West line, a distance of 100.13 feet
to a 1/2' capped iron rod set for a Point of Curvature of a circular curve to the left, having a
radius of 250.00 feet, a central angle of 33 deg. 41 min. 21 sec., and being subtended by a chord
which bears North 75 deg. 53 min. 13 sec. East - 144.89 feet,
THENCE in a northeasterly direction along said curve to the left, a distance of 147.00 feet to a
1/2' capped iron rod set for a point of cusp on a circular curve to the right, having a radius of
250.00 feet, a central angle of 28 deg. 46 min. 46 sec., and being subtended by a chord which
bears South 11 deg. 44 min. 10 sec. East - 124.26 feet,
THENCE in a southeasterly direction along said curve to the right, a distance of 125.57 feet to a
1/2' capped iron rod set,
THENCE South 87 deg. 20 min. 47 sec. East radial to said curve, a distance of 200.32 feet to a
1/2' capped iron rod set,
THENCE South 88 deg. 31 min. 21 sec. East, a distance of 397.19 feet to a 1/2' capped iron rod
set,
THENCE South 84 deg. 30 min. 55 sec. East, a distance of 109.57 feet to a 1/2' capped iron rod
set,
THENCE South 76 deg. 22 min. 21 sec. East, a distance of 113.06 feet to a 1/2' capped iron rod
set,
THENCE South 68 deg. 06 min. 03 sec. East, a distance of 113.08 feet to a 1/2' capped iron rod
set,
THENCE South 59 deg. 49 min. 46 sec. East, a distance of 113.08 feet to a 1/2' capped iron rod
set,
THENCE South 51 deg. 33 min. 28 sec. East, a distance of 113.08 feet to a 1/2' capped iron rod
set,
THENCE South 43 deg. 17 min. 10 sec. East, a distance of 113.08 feet to a 1/2' capped iron rod
set,
THENCE South 35 deg. 00 min. 53 sec. East, a distance of 113.08 feet to a 1/2' capped iron rod
set,
THENCE South 26 deg. 44 min. 35 sec. East, a distance of 113.08 feet to a 1/2' capped iron rod
set,
THENCE South 18 deg. 28 min. 17 sec. East, a distance of 113.08 feet to a 1/2' capped iron rod
set,
THENCE South 10 deg. II min. 59 sec. East, a distance of 113.08 feet to a 1/2' capped iron rod
set,
THENCE South 31 deg. 26 min. 08 sec. East, a distance of 66.12 feet to a 1/2' capped iron rod
set for a Point of Curvature of a non -tangent circular curve to the right, having a radius of 305.00
feet, a central angle of 17 deg. 40 min. 44 sec. , and being subtended by a chord which bears
South 62 deg. 13 min. 35 sec. West - 93.74 feet,
THENCE in a southwesterly direction along said curve to the right, a distance of 94.11 feet to a
1/2' capped iron rod set,
> :mil-! 8 '1 50 q
SQ. FT. m 2 9.50' N% § 28 w o 5 E
rB ; i 21515 o ,n F.
A* 11, 3 I- �' °' rn SQ. . FT . inl I rn I-I�BLB(+K A 10 n o
�" Im
w i0 wIIIIv m IIIII 'm' II-
24578
22200 SO. FT. CU.
213
N 88'13'O6" W 215.50' S0. FT .
�N 88'13'06" W 227.94SO. FT. i3?.56 v N 88'13'O6" W 215.50'
N
�s
MA
8 13 O6 W 232.30 TCH SHEET 1
OWNER'S CMTMCATE AND DEDICATION CONT...
OWNW S CERTIFICATE AND DEDICATION CONE...
THENCE South 16 deg. 56 min. 03 sec. East radial to said curve, a distance of 339.50 feet to a
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS,
1/2' capped iron rod set,
THAT, BLOOMFIELD HOMES, L.P., acting herein by and through its duly authorized
THENCE South 84 deg. 25 min. 02 sec. East, a distance of 404.30 feet to a 1/2' capped iron rod
tract the North line of said 63.789 acre tract, from
representatives, do hereby adopt this plat designated herein as OAK HILL RANCH, PHASE I,
an addition to the Town of Cross Road, Denton County, Texas. The easements shown heron are
set in the South line of said 184.179 acre and
which a 1/2' capped iron rod found in said North and South lines bears North 43 deg. 57 min. 39
hereby reserved for the purposes indicated. All streets, alleys and rights -of -way are hereby
The utility and fire
sec. East - 88.01 feet,
dedicated in fee simple to the Town of Cross Roads for municipal purposes.
) be to the fire and
lane easements (streets, alleys and common areas shall open public, police
THENCE in a Southwesterly direction along said North and South lines the following eighteen
units, garbage and rubbish collection agencies and all public and private utilities for each
( 18) courses,
particular use. No buildings, trees, shrubs or other improvements or growths shall be
constructed, reconstructed or placed upon, over or across the utility easements as shown. Said
South 43 deg. 57 min. 39 sec. West, a distance of 252.04 feet to a 1/2' capped
utility easements are hereby reserved for the mutual use and accommodation of any utility using
iron rod set,
or desiring to use the same.
South 47 deg. 05 min. 29 sec. West, a distance of 344.20 feet to a 1/2' capped
All and any public utility shall have the right to remove and keep removed all or parts of any
fences, trees, or other improvements or growths which in any way endanger or
iron rod set,
buildings, shrubs,
interfere with the construction, reconstruction, maintenance or efficiency of its respective system
South 41 deg. 58 min. 19 sec. West, a distance of 380.56 feet to a 1/2' capped
on the utility easements, and all public utilities shall at all times have the right of ingress and
iron rod found stamped ' G&A'
egress to and from and upon the said utility easements for the purpose of construction,
,
reconstruction, inspecting, patrolling; maintaining or adding to or removing all or parts of its
South 08 deg. 45 min. 14 sec. West, a distance of 94.50 feet to a 1/2' capped iron
respective system without the necessity at any time of procuring the permission of anyone. Any
to for the of reading meters
rod set,
public utility shall have the right of ingress private property purposes
and any maintenance and service required or ordinarily performed by that utility.
South 14 deg. 14 min. 09 sec. West, a distance of 238.47 feet to a I/2' capped
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the
iron rod set,
South 33 deg. 43 min. 39 sec. West, a distance of 106.65 feet to a 1/2' capped
Town of Cross Roads.
�ji �l
A 'Si
Witness hand, this the D of �Q�C 2019.
iron rod found stamped ' G8A' ,
our -day -,
i'
South 05 deg. 17 min. 44 sec. West, a distance of 168.68 feet to a 1/2' capped
BLOOMFIELD HOMES, LP
iron rod set,
a Texas limited partnerhip
South 35 deg. 32 min. 44 sec. West, a distance of 144.30 feet to a 1/2' capped
By; BLOOMFIELD PROPERTIES, INC.
iron rod found stamped ' G8A' ,
a Texas corporation, General Partner
South 56 deg. 05 min. 24 sec. West, a distance of 196.89 feet to a 1/2' capped
'
Timothy M. Stewart
iron rod found stamped GSA' ,
�
BY � Vim President
South 66 deg. 54 min. 24 sec. West, a distance of 74.61 feet to a 1/2' capped iron
'
'/ �n•�
TITLE, f Ce r Bloomfield Properties, Inc.
rod found stamped G8A' ,
�/
GOMMI Paftner
South 83 deg. 59 min. 44 sec. West, a distance of 166.17 feet to a 1/2' capped
STATE OF TEXAS.
iron rod found stamped ' G8A' ,
COUNTY OF TARRANT ;
South 57 deg. 51 min. 44 sec. West, a distance of 65.87 feet to a 1/2' capped iron
'
BEFORE ME, the and�ysiggne a jJotar1 Public in and for the State of Texas, on this day
_II/1t J or) jai t" of Bloomfield Properties, Inc. the General
rod found stamped G8A' ,
personally appeared
Partner of Bloomfield Homes, LP, known to me to be the person and officer whose name is
North 89 deg. 43 min. 46 sec. West, a distance of 72.40 feet to a 1/2' capped iron
'
subscribed to the foregoing instrument, and acknowledged to me that he executed the some
for the and considerations therein expressed and in the capacity therein stated.
rod found stomped G8A' ,
purposes
North 68 deg. 28 min. 26 sec. West, a distance of 286.05 feet to a 1/2' capped
GIVEN U MY HAND AND SE,4L OF THE OFFICE
f
iron rod found stamped ' G8A' ,
this t day of =, 2019.
North 56 deg. 01 min. 06 sec. West, a distance of 102.16 feet to a 1/2' capped
Notary ERRI AYLOR
2121
Notary +6 52121titi
iron rod found stomped ' G8A' ,
P
y public, fate o ex
My CommiaaMn EKpiraa
rn
North 78 deg. 49 min. 51 sec. West, a distance of 67.14 feet to a 1/2' capped iron
"�,i,,.d► dune 1.2020
rod found stamped ' G8A' ,
South 71 deg. 30 min. 14 sec. West, a distance of 216.45 feet to a 1/2' capped
iron rod found stamped ' G8A' ,
South 75 deg. 43 min. 39 sec. West, a distance of 209.95 feet to the POINT OF
BEGINNING, containing 4,334,333 square feet or 99.503 acres of land, more or less.
MR TABLE
LIFE
BEARING
DISTANCE
L1
S87 °16'06'E
100.13'
L2
SOB '45'14"W
94.50'
L3
S33'43'39"W
106.65'
L41
S65*54'24"W
74.61'
L5
S57 *51'44 V
65.B7'
L6
N69°43'46"W
72.40'
L7
N56 *01'06"W
102A6'
L8
N76'49'51"W
67A4'
DEVELOPER:
PPROPERTIES, , INC.
2309, AVE K
SU1TE 100
PLANO, TX 75074
972-422--1658
13L0(DAV11.11 JS. LD IHIOIES, L.P.
1050 E. HWY 114, SUITE 210
SOUTHLAIE, TX 76092
PHONE (817) 416-1572
FAX (817) 416-1397
PREPARED BY:
-1 00DWN11
MARSHALL
CIVIL ENGINEERS PLANNERS -- SURVEYORS
2405 Mustang Drive, Grapevine, Texas 76051
Metro (817) 329-4373
TBPE REGISTRATION # F-2944
TBPLS # 10021700
*1111JINAW WV
EDEE
RADIUS
ARC
DELTA
CHOFU BEARING
CHORD
C1
250.00'
147,00'
33'41'21"
N75'53'13"E
144.89'
C2
250.00'
125.57'
28'46'46"
S11'44'10"E
124.26'
C3
305.00'
94.11'
17'40'44"
S62'1335"W
93.74'
C4
305.00'
110.28'
20'4258"
SS1'25'27"W
109.68'
C51
665.50'
891.29'
90'18'15"
N43°22'13"W
801.86'
C6
1015.50'
3B3.77'
21'39'09"
NO2°13'48"E
361.49'
C7
250.00'
45.39'
10'24'10"
N07'51'18"E
45.33'
CS
1015.50'
42B.33'
24'10'01"
NO3'29'14"E
425.16'
C9
250.00'
394.03'
90'18'15"
N43'22'13"W
354.49'
CIO
249.00'
122.54'
26'1150"
N15'52'49"E
121.31'
C11
1015.50'
428.33'
24'10'01"
NO3'29'14"E
425.16'
C12
l015.50'
428.33'
24'10'01"
NO3'2914"E
425A6'
C13
1000.00'
129.00'
7'23'29"
N69'4730"E
12B.91'
C14
1015.50'
247.9V
13 *59'15"
N08'34'37"E
1 247.30'
C15
335.00'
359.57'
61'29'55"
560'43'42"W
342.56'
C16
605.00'
297.74'
28-11'50"
S15'52'49"W
294.75'
I. Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202 ),
North American Datum of 1983 as derived from GPS observation. The combined scale factor for
this site is 0.99985233. This factor is to be applied to any ground coordinate or distance values in
order to reduce said values to State Plane grid. Elevations shown hereon were derived from GPS
observation and calibrated to Benchmark #1 as shown in G 8 A Consultants plans having a
published elevation of 541.35 feet (NAVD88 I.
2. According to the Flood Insurance Rate Map (FIRM ) panel 48121CO405G, effective April 18,
2011. This survey is located in Flood Insurance Zone ' X' non shaded areas to be outside the
0.2% annual chance floodplain and Zone ' A' no base flood elevations determined.
3. All 1/2' iron rod set with yellow plastic cap stamped ' Goodwin 8 Marshall' unless otherwise
noted.
4. Lot 29X, Block A is a private H.O.A./Developer owned and maintained open space lot.
APPROVALS
RECOMMENDED FOR APPROVAL
9115 9
ftaWpersol Pla g oning Commission Date
APPROVED FOR CONSTRUCT N
-' %gI� hfil
Mayor, Town of Cross Roads Date
THE UNDERSIGNED, the Town Secretary, of the Town of Cross Roads, Texas, hereby certifies
that the foregoing final plat of the Oak Hill Ranch, Phase I, an addition o the Town of Cross
Roads, was submitted to the Town Council on the day of o2-b -1, R6 , an the
Council, by formal action, then and there accepted t e dedication of streets, alleys, parks,
easements, public parks, and water and sewer lines, as shown and set forth in an upon said plat,
and said Council further authorizes the Mayor to note the acceptance thereof for co ' n by
signing his/her name as herein ,ajb''ov''e descibed. f�Fi�SS'
rr
Witness my hand this�doy of , 2019. ��® R/1 %
r
0 N
ru,'
5
SURVEYOR'S CERTIFICATE qrS of 1��P
This is to certify that I, John N. Rogers, a Registered Professional Land Surveyor of the State of
Texas, have platted the above subdivision from an actual on the ground survey, and that all lot... -
corners, angle points and points of the curve shall be properly marked on the ground and that this
plat correctly represents that survey made by me or under my direction and supervision.
9
John N. Rage s
Registered Professional Land Surveyor No. 6372
Surveyed on the ground 10/8/2014
Goodwin 8 Marshall, Inc. OF PFL
2405 Mustang Drive
Grapevine, Texas 76051
metro (817) 329-4373 "
1]I64i N. ROGER3
. y..............
6372 v:
SSS�P.
Filed for Record
in the Official Records Of:
Denton County
On: 9/1312019 11:20:16 AM
In the PLAT Records
OAK HILL RANCH PHASE I
Doc Number: 2019-388
Number of Pages: 2
Amount: 100.00
Ord er#:20190913000257
By: SP
FINAL PLAT
OF
LOTS 1-28, 29X, BLOCK A; LOTS 1-25, BLOCK B;
LOTS 1-27, BLOCK C; LOTS 1-14, BLOCK D;
LOTS 1-31, BLOCK E;
OAK HILL RANCH, PHASE 1
RM0
99.503 ACRES
EWA= IN nM
MARCBLI.A JONES SURVEY, ABSTRACT NO.662
TOWN OF CROSS ROADS, DBNTON COUNTY, TEXAS
142 RESIDENTIAL LOTS AND
1 NON-REMMMAL LOTS
AUG=2019 SHEET 2 OF 2
n
n