SD4537AL2
S46*21 42 W
21.21'
L3
N43*38'1 8"W
21.21'
L4
6"-21'42�-'E
21.21'
L5
N46*21'42"E
21.21'
L6
§-4-3-38'18"E
21.21'--
L7
S61*24'08"w
57.91 1
L8
S01*21'42"W
61.08'
L9
S46*21'42"W
14.14'
L10
N43-38-18"W
14-14'
Li 1
S46*21'42"W
- 14.11-
L12 I
S43-38'1 8"E
14.14'
L13
S42*-28-43"W
44.73'
L14
N42' 17'1 6"W
37.141
L15
88-0825"W
L16
S62*50'38"W
54.45'
L17
-iT4 3- -3W 1 8"W
14.14'
L18
S46-21'423"W
14.14'_
L19
N31*21'40"E
83.87'
L20
---N61*24'08"E
75.86'
L21
N76*21'08"E
84.53'
L22
--37 2- 5 -3'l O"W
22.93'
L23
Nl-1*49'46"W
114.54'
L24
N1 1*4946"W
I i 2.22'
L25
N 11 *48'21 "W
167.79'
L26
N78' 11'39 " E
20.00'
L27
S 11 *48'21 " E
167.78'
L28
N48*4229"W
10.07'
L29
S48*4229"E
10.00,
L30
S46*21'42"W
14.14'
L31
-iT4-3 - 3 -EV 1 8"W
14.14'-
L32
N43-38-18"W
14.14'
L33
S46*21'42"W
14.14'
L34
S-45-36'33"E
166.39'
L35
N75*24'39 A w
59.11'
L36
N37*31'56"W
557.57
L37
S0800646"W -F-59.37'
L39
S03#08'34"W
47.
L40
S48*08'34"W
31.
L41
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47.
L42
S01*14'32"E
54.
L43
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30.
L44
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30.
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N01*14'32"W
40.
L47
S02*23'57"W
103
L48
S86*40'08"E
33.
L49
N86*40'08"W
19,
L50
S41 * 17'31 "W
50,
L51
N41#1731"E
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L52
N41*17'31"E
so,
L53
N82*3825"E
93,
L54
S48*4229"E
60
L55
S02*07'26"E
96
L56
S41-17'31 "W
50
L57
S43*38'1 8"E
14
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TdE PRESERVE AT PECAN CREEK S1 iE
I 01AT101'
SECTION M AND SECTION 0, PHASE I L
26 31 33 THE PRESERVE AT N CREEK, CABINET X, SLIDE 401 CIRS P A 06
SECTION K
P.R.D.C.T.
CABINET U, SLIDE 240
P. R. D. C. T.
34 6 x
27 Z
6 3177 --
,7
17
0
POINT OF
i 12 Z-xi 50
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29
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00 t
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R= 1400.00' >-
-i� , r EASEMENT
CHITTAMWOOD DRIVE
37 r\ BY THIS PLAT
CB= N40-05'27"E
D
CL= 372.79 HA, SHOES..
Qt
--P.
38 L= 373.90' 569 7- 2
44 39 SA IT RY SEWER C, EA I U- <
40 00-
EASEMENT
43 42 4 0
BY THIS PLAT CIRS UO,
LIJ
? AP VICINITY M
7X w(NOT TO SCA'E)
45 L35 PUBLIC (y) Q
--53 7' DRAINAGE AND 00 Uj
CONTOL;R 0
52 FLOODPLAIN z > <
1/2- CIRF EASEMENT
"G&M" LIJ
(CM)
46 C' \ >
0
25,054 ACRES
-09810- STREET NAME CHANGE 1+0 49
TRACT 14� C: 0 U)
47
0.379 AC.
50 10' BUFFER AN PUE
VOLUME 4840�, PAGE/ 18 0
LOT 2, BLOCK 22 Cc CABINET R, SLIDE 366 TRACT 13 D.R.D,.C.T.
\ 0-, 0
P.R.D.C.T.
51 -O-Q46 AC.
E 4840, PAGE 18 0-
SMOKETREE TRAIL D.R.D.C.T.
.mil20' SANITARY SEWER APPROXIMATE LOCATION OF 100-YEAR FLOODPLAIN
U-1
EASEMENT PER FEDERAL EMERGENCY MANAGEMENT AGENCY a-
L S z
ANITA�Y SIfW'ER 0 U- - L5
DRAINAGE EASEMENT /z-\ BY THIS PLAT F.I.R.M. MAP NO. 48121CO395 G 0
EFFECTIVE DATE APRIL 18, 2011 i=
z� e Af W
22 23 r2 4 0 11 D1 IMI,) M\ I I ;,�; 0 LJ
25 26 1 1 01:9\ PROPOSED 100-YEAR FLOODPLAIN PER/
z in Z:z
27 FLOOD STUDY PERFORMED BY JACOB$` w to
-VARIABLE WIDTH J-�� ENGINEERING IN DECEMBER 2015 , 0,<
2 3 UTILITY a 1.10
THE PRE RV AT PECAN CREE Q� EASEMENT EASEMENT f if
BY THIS PLAT
SEC ION G, ASE 11 C 20' DRAINAGE EAS Z -1 1i 1� FLOWAGE
CABINET 1W, )SLIDE 848 BY--4HS PLAN
> N88*38'1 8"W 56,3.83' --
19 AMENDED Y OABIOET X, SLIDE 215
21 20 R. C.T. *X11 84.52' 60.00' 6 -- --2
0 00' 60.00' 60.00' 60.00' 1179�30
IC) TRACT 11
8510 5,F`� MFFE= tt
4 /1, % 3r 546.5 100 so 0 100
3 \V,/, 0.033 AC _Zr.
MFFE= t U:r L1:1t C*4 t-
18 VOLUME 4840, �AGE\�8'\-, t,& -�!(544.2 C�' 0 C*4 '0 i jC.Nt O� 0 S.F. (D
I\- r- V5 04 -
cly- :* 00 31v),4
U� � , ' R' 0 6101
D.R.D..T. -FFE= 26 0 wu27 o- 6-3-28 0 ^- R MFFE=546.3
8 T 11) 2 9 00 c-4 0 8 0 32
aw 't '4tf N- F41.1 N� MOOD Co. N
4 10 0
ASTER COURT 5 3-1 mi- SCALE IN FEET
91�
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17 / / G&M" C4 S88*38'1 8'7E 314j79' 01
@ CB= N38*41'01"E OV %R 11 N 14640 S.F,
6
-1 - (CM) ,so` 60. 60-00 N88*38*18"W (A-Drxi lct-
7 L= 242.46' 0- A,
9 A 01 vov- 1,44.77'
9 A7'\ 0" 1.01 'd, . . 1 O'U E!I'w w 5 0 'A . (0 1 .
fVa " . I Z r
14 LZ4 -a 25' 2 '4 (6 17 >
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0'.,p 'V� <- � Q� 54&5 9073 S, THIS PLAT FILED IN - - - - - - - - - - - - - - -
13 EASEMENT MOW 60.00'- -60.00-, -70 F*
10W
N88-38'
0
tjk _j - 60.00'f 6 66W
Vic -0 0.00' 60.00' 70.43' 1
rl-Q; - a I \�2.A QI:,t .1 151.04'
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0. T 25.054 ACRES roV, r1_ I 0\.' 0 U\.,p 3:
10 CIRF \ �n Ap- 10 .1 0
10 R= 830.64' yf-017-� I v V, - IP 36 N
12 V1 FINAL PLAT
0 0 9052 S.F.
CB= N35*18'12"E (CM) ib\-V U, 19-zo-,6 ISO- 6 88*38'1 8"W
TRACT 10 17 16 N OF
164,15 0.042 AC. 4v 0
41-1b I -ot
91 150'61'F. -rLI
107 VOLUME 4840, PAGE 18 jx Ly� -8 UE j�
12 1 ��01 5 21 F 6.88' 37 1 nE PRESERVF AT PE C,8N
D.R.D.C.T. v 0 0 1/2" IRF rL r-
6; A= 59"49- .85 61D�OW + 6Q.00'--I 404.3!--, 2 �81 2' 16.5 1
0
8*38'1 8"W 5i 'ECTION L 10/
1 R= 820.64"-,, L2 `91 22 D. C-,-. w
�A 140.40' CREEK, IS
00
kp �X\ 237.19'10 -1 (n -
CB= N4.028'07 'I,/ CIRS 1--' %D % � --) % *�\ 1 , 38 OUT OF THE
13OXyl- FIR AT -713 't, I 't 3 w .0
CL= 100.15' 11 J " 23 2-ftefl;-i 6-0.00 8434 S�F. C�
RE K N88*38'1 8" A R 2 Wi C� GIDEON WALKER SURVEY,
L 22' 2 5 N
0 PH SE 1 00. 0-111 - , w 8,UE-jw w -T247-4r C,4
'Ix x - z ABSTRACT NO. 1330 IN THE
CABINE R. LID 301 :�, . * � 4� L�. r- 65W
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R= 830.64' L28 C4RS 16', 1 %- N Ov) ;-q C; w
4 o z - W.-• I DENTON COUNTY, TEXAS
Co *0 L it i� - F4
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0.234 ACRES 5$PWM '(p. T-- 0, r, C-4
49, w 0.01 �fl-
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��O 1 .00' 60.00' 60-00' 60100' 60.00' 60.00' 25 -fr- -
r Ug" 8 0.00' 60.00'
68 3r 2 �t .65, ro 17 66-�OC 6
< 12 4. �1:: 3;: i�: -�:: �661 1-/ - 129 RESIDENTIAL LOTS
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I L5 SWE-
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D.�'(Cm) 0* S88*38'18"E 11 01 LO I - 0 DALLAS, TEXAS 75254
0.001 lei, 120.0 1 144 0. -v) 50
R= 75 IA. --0 8164 S.F. Uj
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OL- --60-.00-!- ---6e-.00� 60.0W- -60M-' -6"GL- --6"W PHONE (972) 702-8699
00 0' --- 60.-06-' 6a.00'- - -60. -00' `6"W --55-.6 vl CB= N50* I 9,34"E Orrlo 8 w -JLI E-� Uj 8'U E w Li w w w w MFFE=554,,j w w w w
0 w 8'U w
CL= 461.80' 6 0 U6--r- 6
55.391 C', '0 1 N_ N- 0 fo L� 4q -a L4qt b L �,Ctq -0 -0 i4t "o L44 0 L�-* b Lz
01 o� 0 6- 0 0 bc,4" c; 144 N. 1414" `0 rya
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46944 0. v 0 L-4-
0 C5 - -�- R -�- q-j -
0) ON 0 ON 0 7 8 - C; Cq vr 0 0 iiq 0
N 039X
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z z z r, r, 0 rO tO N < Lzi- z z z z N t'O 0 Coll
z z z z
:45'PWMAZ Z VPWMAt� 01 Z PRESERVATION
TRACT 9 65.00, 60.00 60-00' 1 60.00' 60.00' 1 60.00' 6 0, -moo! 60.001- - EASEMENT 1999 BRYAN STREET, SUITE 1200
1--, 0.00' 60.0 _6=0Lj 63W
10' BUFFER AND PUE 0.035 AC. 65 00' 60-00' 60-00' 60.00' 60.00' 60.00' 60.00' 60-00' 60.00' 60 of r =60.00- 60.001- -60,00 --- --6Mo!- 6(LoV DALLAS, TEXAS 75201-3136
z LOT 2, BLOCK 22 60.00' 460-0'
VOLUME 4840, PAGE 18 60-00' 60.00' t �-60.00' 60.00' 65.&'
00 PHONE 214-638-0145 FAX 214-638-0447
CABINET R, SLIDE 366 72X 2.927 ACRES
D.R.D.C.T. 31:: 3: 31-
< PUBLIC b - TBPLS FIRM# 10152300
P.R.D.C.T. LIN '0 LZ N - -'N -OL,: -ON C14
i:�t cc, vi:* a V;:t 0 ui:,t 0 O..'t 0 O:t 0 tn:,t 0 0,:t -0 -4-0 204
0 Lz--C-4 b 3/8" IRF
@51 DRAINAGE AND L,:!'C C
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S88*38 1 1
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120.00 tn. N OV 04 o. 0. N 0!4 N 0 cc C;;� a a JULY 2016
TRACT 8 FLOODPLAIN C14 28 0. C,4 27 '2 240z� C; 23 Oz� C; 220- 21 20 0;; (S 19
:,26 -5
t� C'4- C14- 0 N C14 0 C14 0. t O!q 0. C14 0 5b'
0,009 AC. EASEMENT C�MFFE 04- 00
r, r-O NO r'O NO
r- PROPOSED 100-YEAR FLOODPLAIN PER 0554.5 1 (0 1 in --8'UE v) (n 0 r-O ill 0 0; C14- 2-
vi -E125' 0
V LIME 4840, PAGE 18 (0 7089 S.F. V) V) V) tn N t'O r1O P- 0 r1O -2 C; 1100 CITY PROJECT NO. FP1 6-0001
>- FLOOD STUDY PERFORMED BY JACOBS 0 -8 UE
EN "Os
nit
5 OzOO-' rj0-.0v-t ft.00::j -60 �n
D.R.D.C-T S88'.38'1 -E L4 0
Li R-i L§"O?- 4 6e.ee
> ENGINEERING IN DECEMBER 2015 Oi- - 10.981 ACRES 55.0(Y---) k, I F1 5' Z� w
lix 0 a to
1/9" IRF
MFFE=!556.0 - - - - - - - - - - ALDERS DERS GATE
C14 0 z M 6-
'GCM 70 S88 8 18"E I I 00.0o'
(CM) f EASEMENT < W:zNinra Filed for Record
< 11298 S.F. 0-L10 ACRES 15'WATER -1 -j
00 00 0 Z
-60;001-- -60zeOL, 1-04f - 11�
-60;0e! 66.eO' in -.* > >-
C1 EASEMENT in the Official Records Of:
LOCATION OF 100-YEAR FLOODPLAIN------------/ .-53. Denton County
APPROXIMATE 060 , 8'U E--j BY THIS
PER FEDERAL EMERGENCY MANAGEMENT AGENCY w Ll Uj w 8UEJ' PLAT U0 Z
LO " - w w to < �-:x On: 8/1812016 11:01:56 AM
F.I.R.M. MAP NO. 48121CO395 G ro Y, Uj Uj W w to w
I t I! w LU w w w
EFFECTIVE DATE APRIL 18, 2011 1 L,: 04 -0 L: N 04 LZ CN -C) Cq It -!' -4 61.9499 ACRES 69 w U: 'C,4 W j In the PLAT Records
04
4 C14 - THE PRESERVE AT PECAN CHEE
0 Ow -0, -0) .0 L� Cq N Y 0
ACCESS MFFE=556.5 C; '04 THE LAKES OF SHAD o, >
ONO 7 N 0) C'q
PEDESTRIAN 00i 68 6 67 oi:t 0 66 i:t 0 65 i:t 0 640v3:t 0 63 i:t 0 62 a 61 i:t 0 60 vi ra It "I J�6,
:5, -�4 0 -1 -C� 8 �q 0 0 C*4 C; 0 C-4 0 0-6 to--O 57 Doc Number': 2016-2111
10 0 to - III Ov 0 ON C11 ��C5 - 5 5 5 54��* Se�- 52� '0 SHORES
0. 0. LO M
18 -rl 0 - a-- 1 0 C� NO RECORD
EASEMENT 243 S.F. �q 4 0 C� 51
cr, 6 Oz�; 0
0) 0) z; LID co 0)9 Cr) cr) 0)0 0 to CABINET K, S E 315�0- Number of,,Pages: 2
C14 BY THIS PLAT z 0) 0 0 INFORMATION FOUND
z z z 0
z z z CD 0 MO mo 0
z Z 0
z z z z z OD 0 P.R.D.C.T. Amount: 166.00
z 60.00' 0 z to z z Mz
x 202.69- 0 NO RECORD Order#:
L� - --- --w-, - j6Z.44' 1,6210 1 62,Qg' 1 60.22- 1 60.00' 1 Q.00' N r" INFORMATION F Orn
1/2" CIRF N88*29'08"W 937678 CIRS 6- 11 60.20' 1 Q00' 60.U'- 1 6-0.22' 6 .00, 9.01 60-02 60.20- 1 62-00' 1 60.00' 142.33'\- 60.00' FOUND By: Sp-,
"S&N-1 REMAINDER OF TRACT 1, 1,79-5 ACRES N88-38-18-W 988.44 -- CIRS 60.00' 91 k-001
IRF 2
5SX-1 -W 353.6 1/2 (CM) 273.609 ACRES 2.6156 ACRES 1.076 ACRES N88*03'56-W 341 --
JULI"-. AND MERLENE A. LENCE .35, 5/8" IRF N89*04'39 7'
i.a97 ACRES (CM) (CM) D
LUMBERMEN INVESTMENT CORPORATION 'VOLUME 649, PAGE 685 PETER M.&RANDENA F. HULSTRAND THOMAS & ELIZABETH DUESMAN DRAINAGE 1.556 ACRES 0
z VOLUME 5347, PAGE 3316 VOLUME 666, PAGE 559 ROBERT EUGENE PRICE
X INSTRUMENT 2005-116256 D.R.D.C.T. EASEMENT DOUGLAS D.&DOROTHY G. MAN
U- D.R.D.C.T. D.R.D.C.T. VOLUME 4669, PAGE 511 VOLUME 2275, PAGE 5
3: (OWNER NOW KNOWN AS FORESTAR USA REAL ESTATE GROUP, D.R.D.C.T. D.R.D.C.T, SHEET I OF 2
1-� BY AFFIDAVIT RECORDED IN INSTRUMENT 2006-66825)
in 0.069 ACRES
I O.P.R.D.C.T.
V)
CURVE
CENTRAL ANGLE
RADIUS
CHORD BEARING
CHORD LENGTH
ARC LENGTH
C1
181347-37"
275.00'
S74'42'01 "E
88.77'
89.16'
C2
39'55 . '49"
200.00'
S68*40'24"E
136,58'
139.38,
C3
60*02'26"
200.00,
N31*22'55"E
200.12'
209.58'
C4
29*57'34"
200.00,
N76*22'55"E
103.39,
104.58'
C5
29*57'34"
200.00'
S76*2255"W
103.39'
104.58'
C6
60102'-26"
200.00'
S31*22'55"W
200.12'
209.58'
C7
-C' 10 "
20.00'
N75*51'37"E
10.69'
10.82'
C8
0"
20.00'
N16*51'47"E
10.69'
10.82'
C9
31*00 '101,
20.00'
S14*08'23"E
10.69'
10.82'
C-1-0-31-00'10"
20.00,
S73*08'13"E
10.69'
10.82_
C11
31 �O (Y 1 -0"
20.00'
S75*51'37"W
10.69,
10.82'
C12
31*00'10"
20.00'
N 16'5 1'47"E
10.69
10.82'---
-1
C13
91 �QC1 O�"
20.00'
Ni4!08'23" W
10.69'
6 -82'
C14
Ti* -0 _W1 0 "
20.00'
S73*08'1 3"E
10.69'
10.82'
C15
31*00 *10.
20.00'
N75*51'37"E
10.69'
10.82'
C16
31 *00'10"
20.00'
N1 6*51'47"E
10,69'
10.82'
C17
N42*46'1 9"E
47.88'
47.88'
C18
2'22-54"
1400.00-
N38*445
58.19'
LEGEND
IRF
IRON ROD FOUND
CIRS
5/8- IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "JACOBS" SET
CIRF
CAPPED IRON ROD FOUND
(CM)
CONTROLLING MONUMENT
D.R.D.C.T.
DEED RECORDS, DENTON COUNTY, TEXAS
P.R.D.C.T.
PLAT RECORDS, DENTON COUNTY, TEXAS
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OFFICIAL PUBLIC RECORDS, DENTON COUNTY,
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OWNER'S CERTIFICATE
WHEREAS FORESTAR (USA) REAL ESTATE GROUP, INC. ARE THE SOLE OWNERS OF A 71.149 ACRE TRACT OF LAND
SITUATED IN THE GIDEON WALKER SURVEY, ABSTRACT NO. 1330, CITY OF DENTON, DENTON COUNTY, TEXAS, AND
BEING PART OF A 273.609 ACRE TRACT OF LAND, CONVEYED AS TRACT 1 TO LUMBERMEN'S INVESTMENT
CORPORATION, (NOW KNOWN AS FORESTAR (USA) REAL ESTATE GROUP, INC., BY AFFIDAVIT RECORDED IN COUNTY
CLERK'S FILE NO. 2006-66825, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS), BY DEED RECORDED IN COUNTY
CLERK'S FILE NO. 2005-116256, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, AND BEING PART OF LOT 2,
BLOCK 22 OF THE PLAT OF L.AKEVIEW BOULEVARD, AS RECORDED IN CABINET R, SLIDE 366, PLAT RECORDS, DENTON
COUNTY, TEXAS. SAID 71.149 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 DALLAS CORS ARP (PID-DF8984) AND DENTON CORS ARP (PID-DF8986), BEING MORE
PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 1/2 INCH IRON ROD FOUND FOR THE NORTHEAST CORNER OF SAID LOT 2, BLOCK 22, AND BEING
ON THE SOUTH RIGHT-OF-WAY LINE OF JUNIPER DRIVE, A 50 FOOT RIGHT-OF-WAY AS RECORDED IN CABINET U,
SLIDE 240, PLAT RECORDS, DENTON COUNTY, TEXAS. SAID POINT BEING THE BEGINNING OF A CURVE TO THE LEFT,
HAVING A CENTRAL ANGLE OF 18 DEGREES 34 MINUTES 37 SECONDS, A RADIUS OF 275.00 FEET, A LONG CHORD
WHICH BEARS SOUTH 74 DEGREES 42 MINUTES 01 SECOND EAST, A DISTANCE OF 88.77 FEET;
THENCE, ALONG SAID CURVE TO THE LEFT AND ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID JUNIPER DRIVE, AN
ARC DISTANCE OF 89.16 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR
THE NORTHWEST CORNER OF LOT 6X BLOCK 7, OF THE PRESERVE AT PECAN CREEK, SECTION M AND SECTION 0,
PHASE I, AN ADDITION TO THE CITY OF DENTON, AS RECORDED IN CABINET X, SLIDE 401, PLAT RECORDS, DENTON
COUNTY, TEXAS;
THENCE, ALONG THE SOUTH LINE OF SAID THE PRESERVE AT PECAN CREEK, SECTION M AND SECTION 0, PHASE 1,
THE FOLLOWING COURSES AND DISTANCES:
SOUTH 07 DEGREES 35 MINUTES 51 SECONDS WEST, A DISTANCE OF 187.58 FEET TO A 5/8" IRON ROD WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHWEST CORNER OF SAID LOT 6X;
NORTH 58 DEGREES 45 MINUTES 31 SECONDS EAST, A DISTANCE OF 344.19 FEET TO A 5/8„ IRON ROD WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 71 DEGREES 31 MINUTES 57 SECONDS EAST, A DISTANCE OF 527.79 FEET TO A 5/8" IRON ROD WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHEAST CORNER OF SAID LOT 6X. SAID POINT BEING
ON THE EAST LINE OF SAID FORESTAR (USA) REAL ESTATE GROUP, INC. TRACT, AND THE COMMON WEST LINE OF
HIDDEN VALLEY AIRPARK ASSOCIATION, INC. REMAINDER OF TRACT 1, AS RECORDED IN VOLUME 551, PAGE 415,
DEED RECORDS, DENTON COUNTY, TEXAS;
THENCE, ALONG THE EAST LINE OF SAID FORESTAR (USA) REAL ESTATE GROUP, INC. TRACT, THE FOLLOWING
COURSES AND DISTANCES:
SOUTH 02 DEGREES 00 MINUTE 40 SECONDS WEST, ALONG THE WEST LINE OF SAID HIDDEN VALLEY AIRPARK
ASSOCIATION, INC. TRACT, A DISTANCE OF 897.13 FEET TO A 1/2 INCH IRON ROD FOUND FOR THE SOUTHWEST
CORNER OF SAID HIDDEN VALLEY AIRPARK ASSOCIATION, INC. TRACT AND THE COMMON WEST CORNER OF LOT
67W AND THE COMMON NORTHWEST CORNER OF LOT 66W, OF HIDDEN VALLEY ESTATES, PHASE 11, AN ADDITION
TO THE CITY OF DENTON. AS RECORDED IN CABINET D, SLIDE 377, PLAT RECORDS, DENTON COUNTY, TEXAS;
SOUTH 01 DEGREE 42 MINUTES 39 SECONDS WEST, ALONG THE WEST LINE OF SAID HIDDEN VALLEY ESTATES,
PHASE 11, A DISTANCE OF 286.60 FEET TO A 1/2 INCH IRON ROD FOUND FOR THE SOUTHWEST CORNER OF SAID
LOT 66W AND THE COMMON NORTHWEST CORNER OF LOT 65W OF SAID HIDDEN VALLEY ESTATES, PHASE 11;
SOUTH 01 DEGREE 42 MINUTES 02 SECONDS WEST, CONTINUING ALONG THE WEST LINE OF SAID HIDDEN VALLEY
ESTATES, PHASE 11, A DISTANCE OF 490.17 FEET TO A 3/8 INCH IRON ROD 'FOUND FOR THE SOUTHWEST CORNER
OF LOT 64W AND THE COMMON 'WEST CORNER OF LOT 63W OF SAID HIDDEN VALLEY ESTATES, PHASE Il. SAID
POINT BEING THE SOUTHWEST CORNER OF SAID HIDDEN VALLEY ESTATES, PHASE 11, AND THE COMMON
NORTHWEST CORNER OF A CALLED 5.548 ACRE TRACT OF LAND, CONVEYED TO RANDY DEAN AND EDITH LYNN
BULLARD, BY DEED RECORDED IN VOLUME 1623, PAGE 1588, DEED RECORDS, DENTON COUNTY, 'TEXAS;
SOUTH 02 DEGREES 24 MINUTES 58 SECONDS WEST, ALONG THE WEST LINE OF SAID 5.548 ACRE TRACT, AND
THE WEST LINE OF LOT 1, BLOCK D OF THE LAKES OF SHADY SHORES, AN ADDITION TO THE CITY OF DENTON,
AS RECORDED IN CABINET K, SLIDE 315, PLAT RECORDS, DENTON COUNTY, TEXAS, A DISTANCE OF 300.03 FEET
TO A 1/2 INCH IRON ROD FOUND FOR THE SOUTHEAST CORNER OF SAID FORESTAR REAL ESTATE GROUP, INC.
TRACT AND BEING IN THE WEST LINE OF SAID LOT 1, BLOCK D;
THENCE, ALONG THE SOUTH LINE OF SAID FORESTAR REAL ESTATE GROUP, INC. TRACT, THE FOLLOWING COURSES
AND DISTANCES:
NORTH 89 DEGREES 04 MINUTES 39 SECONDS WEST, ALONG THE NORTH LINE OF A CALLED 1,556 ACRES TRACT
OF LAND, CONVEYED TO DOUGLAS D. AND DOROTHY G. MANN, BY DEED RECORDED IN VOLUME 2275, PAGE 5,
DEED RECORDS, DENTON COUNTY, TEXAS, A DISTANCE OF 353.67 FEET TO A 5/8" IRON 'ROD FOUND FOR THE
NORTHWEST CORNER OF SAID 1.556 ACRE TRACT, AND THE COMMON NORTHEASTCORNEROF A CALLED 1.897
ACRES TRACT OF LAND CONVEYED TO ROBERT EUGENE PRICE BY DEED RECORDED IN VOLUME 4669, PAGE 511,
DEED RECORDS, DENTON COUNTY, TEXAS;
NORTH 88 DEGREES 03 MINUTES 56 SECONDS WEST, ALONG THE NORTH LINE OF SAID 1.897 ACRE TRACT, A
DISTANCE OF 341.35 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR
THE NORTHWEST CORNER OF SAID 1.897 ACRE TRACT AND THE COMMON NORTHEAST CORNER OF A CALLED 1.076
ACRE TRACT OF LAND, CONVEYED TO THOMAS AND ELIZABETH DUESMAN, BY DEED RECORDED 1N VOLUME 666,
PAGE 559, DEED RECORDS DENTON COUNTY, TEXAS;
NORTH 88 DEGREES 38 MINUTES 18 SECONDS WEST, ALONG THE 'NORTH LINE OF SAID 1.897 ACRE TRACT, THE
NORTH LINE OF A CALLED 2.6156 ACRE TRACT OF LAND CONVEYED TO PETER & RANDENA F. HULSTRAND, BY
DEED RECORDED IN VOLUME 5347, PAGE 3316, DEED RECORDS, DENTON COUNTY, TEXAS, AND A CALLED 1.793
ACRE TRACT OF LAND CONVEYED TO JULIO G. AND MERLENE A. LENCE, BY DEED RECORDED IN VOLUME 649,
PAGE 685, DEED RECORDS, DENTON COUNTY, TEXAS, A DISTANCE OF 988.44 FEET TO A 5/8 INCH IRON -ROD
WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE NORTHWEST CORNER OF SAID 1.793 ACRE TRACT;
THENCE, NORTH 88 DEGREES 29 MINUTES 08 SECONDS WEST, OVER AND ACROSS SAID FORESTAR REAL ESTATE
GROUP, INC. TRACT, A DISTANCE OF 902.69 FEET TO A 1/2- IRON ROD WITH PLASTIC CAP STAMPED "S&N" FOUND
FOR CORNER IN 'EAST LINE OF AFORESAID LOT 2, "BLOCK 22;
THENCE, ALONG SAID EAST LINE OF SAID LOT 2, THE FOLLOWING COURSES AND DISTANCES:
NORTH 32 DEGREES 23 MINUTES 43 SECONDS EAST, A DISTANCE OF 194.71 FEET TO A 1/2 INCH IRON ROD
WITH PLASTIC CAP STAMPED "G&M" FOUND FOR CORNER, AND THE BEGINNING OF A TANGENT CURVE TO THE
RIGHT, HAVING A CENTRAL ANGLE OF 35 DEGREES 51 MINUTES 41 SECONDS, A RADIUS OF 750.00 FEET, A LONG
CHORD WHICH BEARS NORTH 50 DEGREES 19 MINUTES 34 SECONDS EAST, A DISTANCE OF 461.80 FEET;
NOTES:
1. BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE, NAD83 (NAD83
(2011) EPOCH 2O10), DETERMINED BY GPS OBSERVATIONS, CALCULATED FROM DALLAS CORS ARP (PID-DF8984) AND
DENTON COBS ARP (PID DF8986).
2. ALL CORNERS ARE MONUMENTED WITH A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS- SET,
UNLESS OTHERWISE NOTED.
3. NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS 1S A VIOLATION OF CITY ORDINANCE AND
STATE LAW. g
4. ALL OPEN SPACES ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
5. LANDSCAPE CODE REQUIREMENTS SHALL BE MET BY LOT IN LIEU OF LANDSCAPE PLAN.
6. LOT 7X AND 72X, BLOCK 7 ARE DEDICATED AS A PUBLIC DRAINAGE AND FLOODPLAIN EASEMENT.
7. SIDEWALKS ARE REQUIRED ALONG ALL PUBLIC STREETS.
8. THIS PLAT CONTAINS A TOTAL OF 323,738 SQUARE FEET OR 7.432 ACRES OF RIGHT-OF-WAY DEDICATIONS FOR
PUBLIC STREET..
9. PRIVATE WALL MAINTENANCE AREAS ARE TO BE DEDICATED TO THE HOA FOR ACCESS AND MAINTENANCE OF
RETAINING WALLS. EACH INDIVIDUAL LOT OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF RETAINING
WALLS WITHIN THE PRIVATE WALL MAINTENANCE AREA ON THEIR RESPECTIVE LOT. BOTH THE HOA AND THE OWNER
SHALL FURTHER HOLD THE CITY OF DENTON HARMLESS FROM ANY DAMAGES TO ANY OWNER'S LOT OR ANY
AFFECTED LOT ARISING FROM SUCH MAINTENANCE RESPONSIBILITY. THE WALL MAINTENANCE AREA SHOWN
HEREUNDER SHALL NOT CREATE ANY AFFIRMATIVE ;DUTY TO THE CITY TO REPAIR OR MAINTAIN THE RETAINING WALL,
HOWEVER, THE CITY RETAINS THE RIGHT TO ENTER UPON THE WALL MAINTENANCE AREA FOR PUBLIC PURPOSES.
10.THE CITY OF DENTON HAS ADOPTED THE NATIONAL ELECTRICAL SAFETY CODE (THE "CODE"). THE CODE GENERALLY
PROHIBITS STRUCTURES WITHIN 17.5 'FEET ON EITHER SIDE OF THE CENTER LINE OF OVERHEAD DISTRIBUTION LINES
AND WITHIN 30 FEET ON EITHER SIDE OF THE CENTERLINE OF OVERHEAD TRANSMISSION LINES. IN SOME INSTANCES
THE CODE REQUIRES GREATER CLEARANCES, BUILDING PERMITS WILL NOT BE ISSUED FOR STRUCTURES WITHIN THESE
CLEARANCE AREAS. CONTACT THE BUILDING OFFICIAL WITH SPECIFIC QUESTIONS.
SUCH CLEARANCE PROVISIONS SHALL BE INCLUDED IN THE DESIGN AND CONSTRUCTION WHEN REAL PROPERTY 1S
DEVELOPED OR ALTERED. SUCH CLEARANCE AREAS SHALL BE RECORDED BY THE PROPERTY DEVELOPER OR BY THE
RECORD OWNER ON SUBDIVISION PLATS; OR SHALL BE EVIDENCED BY WRITTEN INSTRUMENT, DULY RECORDED, IN
THE PUBLIC RECORDS OF DENTON COUNTY, TEXAS. UNOBSTRUCTED AND ADEQUATE SPACE SHALL BE PROVIDED FOR
ALL CLEARANCE AREAS IN SUCH WAY THAT WILL ALLOW THE INGRESS AND EGRESS FOR UTILITY -RELATED
PERSONNEL AND EQUIPMENT TO PERFORM OPERATIONS, MAINTENANCE AND REPLACEMENT OF ELECTRICAL SUPPLY AND
COMMUNICATIONS LINES. MAINTENANCE OF CLEARANCE AREAS AND/OR EASEMENTS SHOWN ON THIS PLAT ARE THE
RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNERS AND DO NOT CONSTITUTE ACCEPTANCE OF SAME FOR
MAINTENANCE PURPOSES BY THE CITY OF DENTON.
11. TAPS MADE TO EXISTING WATER LINES OR RELOCATION OF FIRE HYDRANT SHALL BE DONE BY THE CITY OF DENTON
AT THE EXPENSE OF THE CONTRACTOR. CONTACT KENT CONKLE WITH THE WATER DEPARTMENT AT 940-349-7167.
12. TAPS MADE TO EXISTING SEWER LINES SHALL BE DONE BY THE CITY OF DENTON AT THE EXPENSE OF THE
CONTRACTOR. CONTACT JUSTIN DIVINEY WITH THE SEWER DEPARTMENT AT 940-349-8489.
13.FLOOD ZONE DESIGNATIONS SHOWN ARE BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (F£MA) FLOOD
INSURANCE RATE MAP (FIRM) MAP NUMBER 48121 C0395G, WITH A REVISION DATE OF APRIL 18, 2011.
THE :DESIGNATION "ZONE X" IS DEFINED ACCORDING TO SAID MAP AS: AREAS OF 0.2% ANNUAL CHANCE FLOOD;
AREAS'OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS
LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY .LEVEES FROM 1% ANNUAL CHANCE FLOOD.
14. THIS PLAT IS HEREBY ADOPTED BY THE OWNER AND APPROVED BY THE CITY OF DENTON (CALLED -CITY-) SUBJECT
TO THE FOLLOWING CONDITIONS THAT SHALL BE BINDING UPON THE 'OWNERS, THEIR HEIRS, GRANTEES, AND
SUCCESSORS. THE DRAINAGE AND FLOODPLAIN 'EASEMENT WITHIN THE LIMITS OF THIS ADDITION, SHALL REMAIN
OPEN AT ALL TIMES AND WILL BE MAINTAINED IN A SAFE AND SANITARY CONDITION BY THE OWNERS OF THE LOT
OR ;LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE AND FLOODPLAIN EASEMENT. THE CITY WILL
NOT BE RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF SAID EASEMENT OR FOR ANY DAMAGE TO PRIVATE
PROPERTY OR PERSON THAT RESULTS FROM CONDITIONS IN THE EASEMENT, OR FOR THE CONTROL OF EROSION. NO
OBSTRUCTION TO THE NATURAL FLOW OF STORM WATER RUN-OFF SHALL BE PERMITTED BY CONSTRUCTION OF ANY
TYPE OF BUILDING, FENCE OR ANY OTHER STRUCTURE WITHIN THE DRAINAGE AND FLOODPLAIN EASEMENT, AS HEREIN
ABOVE DEFINED, UNLESS APPROVED BY THE CITY. THE OWNERS SHALL KEEP THE DRAINAGE AND FLOODPLAIN
EASEMENT CLEAR AND FREE OF DEBRIS, SILT, AND ANY SUBSTANCE THAT WOULD RESULT IN UNSANITARY
CONDITIONS OR OBSTRUCT THE FLOW OF WATER. AND, THE CITY SHALL HAVE THE RIGHT OF INGRESS AND EGRESS
FOR THE PURPOSE OF INSPECTION AND SUPERVISION OF MAINTENANCE BY THE OWNERS TO ALLEVIATE ANY
UNDESIRABLE :CONDITIONS THAT MAY OCCUR. FURTHERMORE, THE CITY SHALL HAVE THE RIGHT, BUT NOT THE
OBLIGATION, TO ENTER UPON THE ABOVE --DESCRIBED 'DRAINAGE AND FLOODPLAIN "EASEMENT TO REMOVE ANY
OBSTRUCTION TO THE FLOW OF WATER, AFTER- GIVING THE OWNERS WRITTEN NOTICE OF SUCH OBSTRUCTION AND
OWNERS FAIL TO REMOVE SUCH OBSTRUCTION. SHOULD THE CITY OF DENTON BE COMPELLED TO REMOVE ANY
OBSTRUCTION TO THE FLOW OF WATER, AFTER GIVING THE OWNERS WRITTEN NOTICE OF SUCH OBSTRUCTION AND
OWNERS FAIL TO REMOVE SUCH OBSTRUCTION, THE CITY OF DENTON SHALL BE REIMBURSED BY THE OWNERS
REASONABLE COSTS FOR LABOR, MATERIALS, AND EQUIPMENT FOR EACH INSTANCE. THE NATURAL DRAINAGE
THROUGH THE DRAINAGE AND FLOODPLAIN EASEMENT IS SUBJECT TO STORM WATER OVERFLOW AND NATURAL BANK
EROSION TO AN EXTENT THAT CANNOT BE DEFINITELY DEFINED. THE CITY SHALL NOT BE HELD LIABLE FOR ANY
DAMAGES OF ANY NATURE RESULTING FROM THE OCCURRENCE OF THESE NATURAL PHENOMENA OR RESULTING FROM
THE FAILURE OF ANY STRUCTURE OR STRUCTURES, WITHIN THE EASEMENT OR OTHERWISE,
15. APPROVED AUTOMATIC FIRE SPRINKLER SYSTEMS WILL BE PROVIDED IN EACH DWELLING UNIT, IN ACCORDANCE WITH
2012 INTERNATIONAL FIRE CODE, APPENDIX D. SECTION D107.1 AS THERE IS ONLY ONE FIRE APPARATUS ACCESS
ROAD INTO THE DEVELOPMENT.
16. AT THE TIME OF THIS PLAT, NO GAS, PETROLEUM, OR SIMILAR PIPELINES OR EASEMENTS WERE VISIBLE.
17. HIDDEN VALLEY AIRPORT EXISTS TO THE EAST OF THIS DEVELOPMENT. SMALL PLANES MAY OR MAY NOT BE
TAKING OFF AND/OR LANDING FROM TIME TO TIME.
ALONG SAID TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 469.43 FEET TO A 1/2 INCH IRON ROD WITH
PLASTIC CAP STAMPED "G&M" FOUND FOR CORNER, AND THE BEGINNING OF A REVERSE CURVE TO THE LEFT,
HAVING A CENTRAL ANGLE OF 21 DEGREES 07 MINUTES 31 SECONDS, A RADIUS OF 830.64 FEET, A LONG CHORD
WHICH BEARS NORTH 58 DEGREES 26 MINUTES 56 SECONDS EAST, A DISTANCE OF 304.53 FEET;
ALONG SAID REVERSE CURVE TO THE LEFT, AN ARC DISTANCE OF 306.26 FEET TO A 5/8 INCH IRON ROD
STAMPED "JACOBS" SET FOR CORNER;
THENCE, NORTH 48 DEGREES 42 MINUTES 29 SECONDS WEST, OVER AND ACROSS SAID LOT 2, A DISTANCE OF 10.07
FEET TO A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER ON THE WEST LINE
OF SAID LOT 2, AND THE COMMON EAST RIGHT--OF-WAY LINE OF LAKEVIEW BOULEVARD, A VARIABLE WIDTH
RIGHT-OF-WAY, AS RECORDED IN CABINET R, SLIDE 366, PLAT RECORDS, DENTON COUNTY, TEXAS, AND THE
BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 06 DEGREES 59 MINUTES 49
SECONDS, A RADIUS OF 820.64, A LONG CHORD WHICH BEARS NORTH 44 DEGREES 28 MINUTES 07 SECONDS EAST,
A DISTANCE OF 100.15 FEET;
THENCE, ALONG SAID COMMON LINE, AND ALONG SAID NON -TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF
100.22 FEET TO A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
THENCE, SOUTH 48 DEGREES 42 MINUTES 29 SECONDS EAST, OVER AND ACROSS SAID LOT 2, A DISTANCE OF "10.00
FEET TO A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER ON THE EAST LINE
OF SAID LOT 2, AND THE BEGINNING OF ANON -TANGENT CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 11
DEGREES 20 MINUTES 28 SECONDS, A RADIUS OF 830.64 FEET, A LONG CHORD WHICH BEARS NORTH 35 DEGREES
18 MINUTES 12 SECONDS EAST, A DISTANCE OF 164.15 FEET;
THENCE, ALONG THE EAST LINE OF SAID LOT 2, THE FOLLOWING COURSES AND DISTANCES:
ALONG SAID NON -TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 164.42 FEET TO A 1/2" IRON ROD WITH
PLASTIC CAP STAMPED "G&M" FOUND FOR CORNER, AND THE BEGINNING OF A REVERSE CURVE TO THE RIGHT,
HAVING A CENTRAL ANGLE OF 18 DEGREES 07 MINUTES 00 SECONDS, A RADIUS OF 770.00 FEET, A LONG CHORD
WHICH BEARS NORTH 38 DEGREES 41 MINUTES 01 SECOND EAST, A DISTANCE OF 242.46 FEET;
ALONG SAID REVERSE CURVE TO THE RIGHT, AN ARC DISTANCE OF 243.47 FEET TO A 1/2- IRON ROD WITH
PLASTIC CAP STAMPED "G&M" FOUND FOR CORNER;
NORTH 47 DEGREES 44 MINUTES 31 SECONDS EAST, A DISTANCE OF 703.90 FEET TO 1/2- IRON ROD WITH
PLASTIC CAP STAMPED"G&M" FOUND FOR CORNER AND THE BEGINNING OF A TANGENT CURVE TO THE LEFT
HAVING A CENTRAL ANGLE OF 15 DEGREES 18 MINUTES 08 SECONDS, A RADIUS OF 1400.00 FEET, A LONG
CHORD WHICH BEARS NORTH 40 DEGREES 05 MINUTES 27 SECONDS EAST, A DISTANCE OF 372.79 FEET;
ALONG SAID TANGENT CURVE TO THE LEFT AN ARC DISTANCE OF 373.90 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 71.149 ACRES OF LAND.
SURVEYOR'S CERTIFICATE
THIS IS TO CERTIFY THAT 1, ELLIOTT PAT BUSBY, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF TEXAS,
HAVING PLATTED THE ABOVE SUBDIVISION FROM AN ACTUAL SURVEY ON THE GROUND; AND THAT ALL LOT CORNERS, AND
ANGLE POINTS, AND POINTS OF CURVE SHALL BE PROPERLY MARKED ON THE GROUND, AND THAT THIS PLAT CORRECTLY
REPRESENTS THAT SURVEY MAKE BY ME OR UNDER MY DIRECTION AND SUPERVISION,
DATED THIS THE ___!+_'{ DAY OF , 2016.
�'•
ELLIOTT PAT BUSBY ' 1
�}}
`..
...i..4.4...4...4..44...♦i•4
�ELLIOTT
REGISTERED PROFESSIONAL LAND SURVEYOR
PAT BUSBY
TEXASREGISTRATION NO. 5561
.•%.....................
5561.
*
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, FORESTAR USA REAL ESTATE GROUP, INC, BY AND THROUGH THE UNDERSIGNED, IT'S DULY AUTHORIZED
AGENT, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS THE PRESERVE
AT PECAN 'CREEK, SECTION P, AN ADDITION TO THE CITY OF DENTON, DENTON COUNTY, TEXAS, AND I (WE) DO
HEREBY DEDICATE THE RIGHTS OF 'WAY, (STREETS, PARKS) AND EASEMENTS SHOWN THEREON TO THE PUBLIC'S
USE UNLESS OTHERWISE NOTED. THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES,
REGULATIONS AND RESOLUTIONS OF THE CITY OF DENTON, TEXAS. THERE ARE NO LIENS AGAINST THIS PROPERTY.
WITNESS MY HAND THIS THE J. DAY Ojl�, 2016
FORESTAR USA REAL EST T ROUP, INC.
By:
Name: `T OMAS H. BU LESON
Title: EXECUTIVE VICE PRESIDENT
STATE OF TEXAS
COUNTY OF DALLAS $
BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED
THOMAS H. BURLESON, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN
EXPRESSED AND IN THE CAPACITY THEREIN STATED.
G!Y N UN MY HAND AND SEAL THIS -1� DAY OF �__, 2018.
N?YARY L C IN AND R E STATE TEXAS
%"t OoA - LAUREN ADAMS
MY COMMISSION EXPIRES:. kil-I Notary Public
1 STATE OF TEXAS
Comm. Expires10-17-2017
RECOMMENDED •' APPROVAL
Recommended.... r .• ., .
By the Planning and Zoning Commission of the City i_''•
n.
• 4 Planning 4 • Zonling
• ission
THIS PEAT FLED IN
FINAL PLAT
OF
1-
CREEK, SECTION H&I
OUT OF THE
GIDEON WALKER SURVEY,
ABSTRACT NO. 1330 IN THE
CITY OF DENTON,
DENTON COUNTY, TEXAS
71.149 ACRES'
129 RESIDENTIAL LOTS
OPEN SPACE LOT
OWNER/DEVELOPER: FORESTAR (USA) REAL
ESTATE GROUP, INC.
14755 PRESTON ROAD
SUITE 130
DALLAS, TEXAS 75254
PHONE (972) 702--8699
ENGINEER/SURVEYOR: "adlimit, B
-S
•s• BRYAN STREET,
DALLAS, a s
PHONE 214-638-0145 FAX 214-638-0447
TBPLS FIRM# 10152300
JULY •
CITY PROJECT NO. i . iIF{I
Filed for Record
in the Olticial Records Of:
Denton County
ow, .0j:56 AM
in the PLAT Records
THE PRESERVE AT PECAN CREF
Doc Number: 2016-2111
Number of Pages: 2
Amou0t:100:00
Order#:
By: SP