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MONUMENT FOUND
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100 YEAR
�FLOODPLAIN
/ 1 /2" CIRF
"HALFF & ASSOC.'
r/
II
1 /2" CIRF
"HALFF & ASSOC."
I
S PFz�PO
SYCAMORE BEND RD.
(VARIABLE WIDTH R.O.W.)
2" CIRF
ASSOC."
234.70' \
537' CONTOUR/
FLOWAGE EASEMENT
/' 100 YEAR
o HOA LOT 12X FLOODPLAIN
C,
00 4+
i /61
FLOODPIAIN loll
EASEMENT / \
"SEE DETAIL B" 1L
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TRACT F-522
UNITED STATES OF AMERICA
VOL. 383, PG. 375
D.R.D.C.T.
S 00"04'04" E 1 ,860.98' SYCAMORE BEND RD. (PRESCRIPTIVE ROADWAY)
1 153.13'
PMO�\GF
?G- 2q8
NOL• G�.
ORS
RIGHT-OF-WAY DEDICATION o USACE FLOWAGE EASEMENT
100 YEAR FLOODPLAIN
(BY THIS PLAT) o
0
N 00'04'04" W 1,060,70'
'
HOA LOT 11X
360.21' - - - � _ _- - - 293.64_ _
32.50' I
BLOCK C N 00*26'11" W FLOODPLAIN EASEMENT
"SEE DETAIL B'
60.21' 60.00' 60.00' 60.00' 60.00' 60.00' 1,
I 1 1 I 20' S.B. I I I 15' S.�BI I oo IN
N
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HOA LOT 1 1 X
60.21' - 0.00' - „- - 60.00' - I 31.50' �0 � 0\ BLOCK C
)5 25' I --- \
N 00'26' 1 1" W 450.00'
s 00 2s'11" E 142.55 �s WILD TURKEY DRIVE 25' �' �h� �- - - �
�- -�- w v V - - L- R=60.00'
I 5 S.B. I� I 45.00' I- 55_00 - - 55.00 --60,00'
10' P.U.E. -
0 25' S.B. 1
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15' S.B.
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UD%MN I L G/iJ MI IN I
"SEE DETAIL A"
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2
mI I� I� ��--_ ____ _10' P.U.E. ----�� N N �� P.U. ----.J�---- ---- ---
S 00'26'11" E 146.01' _I I ��� 45.00)' �bl 55.00' - � 55.00J-60_00' ��� �� 45.00' I- 55.00' III 55.00' 55.00_
W ��h 25' -`��
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I` 3 \ \�c6 12 6s' KYLE'S LANDING DRIVE 2s 1 -
iIm'�. -- -- -- -- ---�-p�-1 - - -
3 I n / /�7p,� 82�. 0 - 60.00- - -- - - - - -- -- - - - - - 60_00' --55.00' -15' - 55.00'
o Io I xz///
/ OS\F�' - 45�� 10' P.U.E. 25 S.B. 10' P.U.E.NI���sN -fit--ht--trl--h--��T
I�It ht trl ��;
� N' o f I BLOCK ANO
I I I I I I I I
Q III �������/ W l l w I I I I I I I N,
zo I I / // 4 N'I' 5I I 6 I 7 8 I 9 _ 10 11 I I 12 I I 13 =I 14 w= F _i 15 =I
I N 1 m o B
mll� I I I o
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75r'\\� --------I�--'--�--�' 20'S.B-� �- �I--AIL--,-r--Li-
A9, `'- 139.40' - - - - - - 76.97' J - --- 60.00'- - - 60.00'- - 60.00' - --60.00_ - �- 60.00' - - - 60.00 I - 60.00' I - -55A0�IL
55.00'
5' W.M.E N 00'26'11., W -- - - - ---
\ 27.10' HOA LOT 32X
i4 - -
1 /2" CIRF
"SPRY 5647"
(RM)
HIDDEN HILLS, INC.
VOL. 2091, PG. 951
D.R.D.C.T.
N 00"26' 1 1 " W 1851.24'
-'URBFV,UF Ra.
� z
L m m
\ Z 4 I
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SMR IT �1
LEGEND
O.P.R.D.C.T. = OFFICIAL PUBLIC RECORDS DENTON COUNTY, TEXAS
D.R.D.C.T. = DEED RECORDS DENTON COUNTY, TEXAS
P.R.D.C.T. = PLAT RECORDS DENTON COUNTY, TEXAS w
DOC. NO. = DOCUMENT NUMBER
o
VOL. = VOLUME
PG. = PAGE LEWEVILLE LASE
R.O.W. = RIGHT-OF-WAY
CIRF = CAPPED IRON ROD FOUND
IRF = IRON ROD FOUND VIC MAP
COE MON. = ARMY CORPS OF ENGINEERS MONUMENT 1"=2000'
U.E. = UTILITY EASEMENT
D.E. = DRAINAGE EASEMENT
D.U.E. = DRAINAGE AND UTILITY EASEMENT
W.M.E. = WALL MAINTENANCE EASEMENT
ESMT. = EASEMENT
RM = REFERENCE MONUMENT 0' 50' 100'
S.B. = SETBACK
LCMUA = LAKE CITIES MUNICIPAL UTILITY AUTHORITY
FLOOD STATEMENT GRAPHIC SCALE: 1" = 50'
According to Map No. 48121CO535G, dated April 18, 2011 of the FEMA National Flood Insurance
Program Flood Insurance Rate Map of Denton County, Texas, this property is located within Zone "X"
and Zone "AE". Zone "X" is defined as areas determined to be outside the 0.2% annual chance
floodplain. Zone "AE" is defined as areas subject to inundation by the 1 -percent-annual-chance flood
event determined by detailed methods. This flood statement does not imply that the property and/or
the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods
can and will occur and flood heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
NOTE
No fences shall be located within the drainage easement to avoid blockage of flow.
AT time of recordation all exterior corners are as noted hereon. At completion of construction of
utilities and pavement, 5/8-inch iron rods with yellow cap marked ADAMS SURVEYING COMPANY LLC are
to be set for all lot corners.
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
365,10'
312.10'
302.68'
S 38'55'32" E
048'58'42"
C2
305,10'
1 14.78'
1 14.10'
S 62' 19'47" E
021'33' 15"
C3
297.57'
227.82'
222.30'
S 29-02'16" E
043'51'56"
C4
50.00'
220.62'
80.48'
S 54'01'51" E
252'48'41"
C5
60.00'
166.01'
117.90'
S 45'16'17" W
158'31'50"
C6
60,00'
164.53'
117.61'
N 44'33'49" E
157'06'53"
C7
60.00'
164.53'
117.61'
S 45*26'11" E
157'06'53"
C8
60.00'
164.53'
117.61'
S 44'33'49" W
157'06'53"
C9
365.10'
89.76'
89.53'
S 34'31'33" E
014'05'10"
LINE TABLE
LINE
BEARING
DISTANCE
L1
S
44'44'52"
W
21.33'
L2
N
45'15'08"
W
21.19'
L3
S
44'33'49"
W
21.21'
L4
N
45*26'11" W
21.21'
L5
N
40'10'26"
E
22.70'
L6
S
45' 16' 17"
W
20.95'
L7
S
45' 16' 17"
W
20.95'
L8
N
44'43'43"
W
21.47'
L9
N
44'33'49"
E
21.21'
L10
N
45*26'11"
W
21.21'
1_11
N
44'33'49"
E
21.21'
L12
S
45*26'11"
E
21.21'
L13
S
44'33'49"
W
21.21'
L14
S
44'33'49"
W
21.21'
L15
S
45.26'11"
E
21.21'
L16
S
44'47'45"
E
35.75'
L17
S
40' 15'26"
W
27.2S
L18
S
21'39'20"
E
9.00,
L19
N
34'44'42" W
34.08'
L20
S
00'26'11"
E
38.51'
L21
N
89'33'49"
E
25.00'
L22
N
46'40'39"
W
20.00'
L23
N
00'26'11" W
10,00'
L24
S
89'33'49"
W
41.48'
L25
N
73'03'52"
W
43.01'
L26
N
58'08'591 W
27.51'
L27
N
44'09'39"
W
21.84'
L28
N
32'29'53"
W
53.92'
(
(
I
OWNER
Sycamore Cove - Hickory Creek, L.P
23975 Park Sorrento, Suite 220
Calabasas, CA 91302
Contact: Steven Porath
Phone: (818) 385-3697
sporath@hearthstone.com
LINE TABLE
LINE
BEARING
DISTANCE
L29
N
55' 17' 19"
W
19.09,
L30
S
89'33'49"
W
15.29'
L31
N
89'33'49"
E
10.00'
L32
N
00* 26' 1 1"
W
1 12.14'
L33
N
36'48'35"
E
29.55'
L34
N
49'43'26"
E
28.63'
L35
N
89'33'49"
E
62.12'
L36
S
5756'26"
E
62.85'
L37
N
00'26' 1 1 "
W
36.67'
L38
S
00*26'11"
E
44.92'
L39
N
49'31'48"
E
36.51'
L40
N
86'12'36"
E
44.27'
L41
S
45'19'53"
E
17,75'
L42
S
08' 1 6' 17"
E
62.48'
L43
S
12'26'56"
W
25.70'
L44
S
06'16'34"
W
23.93'
L45
S
01'06'25"
W
39.87'
L46
S
46'36'44"
W
12,15'
L47
S
33'31'48"
W
4C.85'
L48
S
58' 10'51 "
E
150.08'
L49
S
00'04'04"
E
58.89'
L50
N
58'10'51"
W
186.01'
L51
S
40'30'57"
W
16.34'
L52
S
00'26' 1 1 "
E
10.07'
L53
S
64.34'56"
W
45.78'
L54
N
00*26'11
W
31.82'
L55
S
45'26' 1 1 "
E
35.36'
L56
S
44'33'49"
W
35.36'
Filed for Record
in the Official Records Of:
Denton County
On: 9127/2021 3:56.07 PM
In the PLAT Records
SYCAMORE DOVE
Doc Number: 202.1- 370
Number of Pages: 3
Amount: 150.00
Order#:20210927000828
By: LV
ENGINEER
Kimley-Horn and Associates, Inc.
6160 Warren Parkway, Ste. 210
Frisco, Texas 75034
Contact: Thomas Fletcher, P.E.
Phone: 972-335-3580
LINE TABLE
LINE
BEARING
DISTANCE
L57
N
45'26' 1 1 "
W
35.36'
L58
S
44'43'43"
E
35,80'
L59
S
69'45'37"
E
10.20'
L60
S
01' 19'34"
E
9.07'
L61
S
66' 10'09"
E
18.26'
L62
S
32'56'34"
E
3.75'
1_63
S
18'17'39"
E
17.39'
L64
S
30'09'02"
E
23.27'
L65
S
10.28'35"
E
7.02'
L66
S
04'56' 15"
W
17.39'
L67
S
58'32'07"
E
17.04'
L68
N
63-50" 7"
E
16.77'
L69
S
04'27'21"
W
43.26'
L70
N
89'05'18"
W
5,37'
L71
S
03'50'04"
W
37.77'
L72
S
08'25'30"
W
38.46'
L73
S
01'58'24"
W
35.62'
L74
N
10*55'27"
W
17.60'
L75
S
76'18'24"
W
36.88,
L76
S
26'46'49"
W
20.55'
L77
S
03'53'02"
W
13.18'
L78
S
30'09'28"
W
20.76'
L79
S
18'39'42"
W
14.56'
L80
S
35'06'34"
W
13.05'
L81
S
62'19'37"
W
12.86'
L82
S
43*23'12"
W
24.73'
L83
S
30*48'40"
W
21.04'
L84
S
13'09'45"
W
21.89'
LINE TABLE
LINE
BEARING
DISTANCE
L85
S
03'25'27"
E
23.98'
L86
N
89'10'34"
E
29.37'
L87
S
44*57'17"
E
28.05'
L88
S
18'22'59"
E
25.67'
L89
S
18'00'48"
W
3.21'
L90
S
01'00'40"
W
22.55'
L91
S
46'00'57"
W
6.09'
L92
I S
07'38'55"
W
13.50'
L93
S
25.22'37"
W
19.84'
L94
S
21'53'07"
E
18.01'
L95
S
82'09'33"
E
16.64'
L96
N
58'35'52"
E
36.82'
L97
S
55'48'30"
E
4.57'
L98
S
08'25'15"
E
19.05'
L99
I S
36'11'11"
E
9.76'
L100
S
77'19'25"
E
8.95'
L101
S
07'55'42"
E
64.18'
L102
N
71'35'52"
E
5.11'
L103
S
07'11'22"
E
22.88'
L104
S
22'20'12"
W
5.45'
L105
S
66'59'39"
W
7.62'
L106
S
02'33'49"
W
24.71'
L107
S
35'50'59"
W
10.01'
L108
N
83'23'59"
W
11.13,
L109
S
11'42'09"
W
31.39'
L110
S
28'13'45"
E
39.95'
L111
S
05'32'45"
E
90.70'
L112
S
53*40'19"
E
7.51'
FINAL PLAT
SYCAMORE COVE
LOTS 1-31, 32X, 33X, BLOCK A
LOTS 1-12, BLOCK B
LOTS 1-10, 12X, 1 1 X, BLOCK C
LOTS 1-30, 6X, BLOCK D
LOTS 1-4, BLOCK E
LOTS 1-10. 1 1 X, BLOCK F
GROSS AREA: 1,412,496 SQ. FT. / 32.426 ACRES
ROW DEDICATION: 340,252 SQ. FT. / 7.811 ACRES
NET AREA: 1,072,244 SO. FT. / 24.615 ACRES
JOHN MALONY SURVEY,
ABSTRACT NO. 819
TOWN OF HICKORY CREEK, DENTON COUNTY, TEXAS
PAGE 1 OF 3
SURVEYOR
Adams Surveying Company, L.L.C.
1475 Richardson Drive, Suite 255
Richardson, Texas 75080.
Contact: Paul Hubert
Phone: (469) 317-0250
August 30, 2021
�I i
Surveying
Company,
TBPELS Firm Registration No. 10177500
CV�
--P-FI ,N,T 2 '1
z.\ ASS,
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JObs,�,�, i
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20 Tb
TRACT F-522
UNITED STATES OF AMERICA
VOL. 383, PG. 375
D.R.D.C.T.
LOT 1, BLOCK A
LOST SYCAMORE ADDITION
DOC. NO. 2019-131
O.P.R.D.C.T. /
i
1 /2 CIRF
"RPLS 4 1" 56
- _ COE F-522-11
- - MONUMENT FOUND
SYCAMORE BEND RD. (PRESCRIPTIVE ROADWAY) S 00`04'04" E 1 ,860.98'
1 NT
473.14' POIFOR
ZONE AE USACE FLOWAGE EASEMENT 18.73CORNER
537 FEET 100 YEAR FLOODPLAIN 3/8" IRF
RIGHT-OF-WAY DEDICATION o 'RM
USACE FLOWAGE EASEMENT (BY THIS PLAT)
100 YEAR FLOODPLAIN
N 00'04'04" W 1,060.70'_ I N 00'04'04" W 431.63'
293.64' - - -- �- - - �p - 175.07' - - _moo- - - - - g - - - - - - - - -
/ 58.89' _ 172.90' 138.56' �- 104.01' 81.18' �- 92.86'
HOA LOT 1 1 X
J - -
FLOODPLAIN EASEMENT BLOCK C 11X FLOODPLAIN EASEMENT {--I -15' D.E. N 00'04'04" W r
i
/ J
"SEE
E DETAIoo �• /
3D.00"SEE DETAIL B" 31.05' BLOCK F
00'26'11" W Zo N 00*26'11W
60.00' 60.0' so.00' 70.0' 70.00' 60.00' 60.0065.318.34 1S.B.
I -5'X �/
J3 15' S.B. r/
S,B. S,B. F 20' o ' / !-
11 o I I
Cb-
wM
�1 II II�I II
4ai
�2103
HOA LOT 11X
nlBLOCK C �
BLOCY, oI 0)
I BLOCK F I 04 o
2 cli
1) 2 �
�F3 (o<o w4 o
J 1�.�50'- co m I coU)8 Co
Z I I
�
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1
HOA LOT 11 X ( o _ _ _ p I I 25' S.B. I I N N I I 25' S.B. I
BLOCK C N� L20 P `S - _ L-4
_ 10' P.U.E. -10' P.U.E- - - - - - - - 0�1 3_ 6 I 1
I� (s 44.85' �L 60.00' - I- 60.00' 1 1 - 60.00' I -55.00 �k !� 55.00_ 1 60.00'- 1 60.00' - 37.79' Zg. S• ' 1,0 1
- - 25 - c`S ��vo I
--� DRAINAGE EASEMENT I I - - 384.85' - - - - 311.59' - - �\ �\ 08 44 33_W 122.62'
"SEE DETAIL A" I I MOUNTAIN LAUREL DRIVE 25. N o0 2s'„" w �� � -���-�
i I ass _ _ _ _ _ _ _�0 -1
55.00' - 60.00' I I---- ----� ----- --'-- ---- --"-- - - 610.00'- r-60.81 I I 7 I I
2�,\ i 10' P.U.E. 10' P.U.E.
----IIj---r�25'S. It--�t�i--tl---tl1- It ---,
-�-
/ ao I 1 I I I I ( ( I I 1 w i I 13.32' N 00'58'46" E 130.0_0' I 1
30 N 29 0 28 27 26 25 24 23 22 21 20 M o 19 i� I 1 4-
� (� I Io' W I I I I� I I
(II 8
z - Iom Zo, BLOCK D l w m 1
oo
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/ �c3:D 3w
I--IW
U' �'20'S.B.] o-1L20's.B_L h1 1-L �LN 00'58'46" E 130.0
'I I
CD
I 0
N
N 0026'11 W I aV) 50.00'- 60.00' L- 60.00' 60.00' - 60.00' - 60.00'-60.00' - 60.00' - 60.00' - 60.00' - 60.00' - 72.60' I 1 ( 13 I
¢w
55.00' 55.00' I 60.00' z �" 55.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 72.60' 1 '
70.00' 55.00' 55.00' 55.00' 1 Z o o I BLOCK F 1
20' S.B. JOJ - 20' S.B. 20' S.B. I Z � 1�1 I 9 ZI
I oo T NQ� 1 _T1 T TI 1 F I 1 ,1 T I 71 l� T -1 I- T- I ,� Z
I 44�' I �A� I h�4' I to 0 1 I I I
FF� chi I F�� 6X 7 8 I ( 9 I I 10 11 ( 12 13 I 14 I 15 16 17 7* 0 18 I 1N 00'58'46" E 130.00 1
3 Iw 4 �I I 5 ) I ( I I I I I ( b)I Io I1? 50 Iw I
BLOCK D m m z m la IIa
I I (O 111 I I I( I BLOCK DI 10
I I I I I I( I I I I I I ILn � 110 N N Flo I I NI
-I � f 41
�T I T (- T" I 25' S.B. I I 4 4- -4 �-I-I- - I r ' I Jl I ` 15' S.B_ I �I
10
55.00' 55.001_ I60.00' ---70.00' P.U.E.
I - - " - - 55_00_ 60.00' - III "- - I. 1 - - - -10' P.U_E_I I - - - - -� �� �� - - - P.
- - -
`�-_- 60.00 IITb 54.39' 10' P.U.E.
1 15.04'
1078.78'
c
N oo2s'11" w KYLE'S LANDING DRIVE 155.05' - -�
55.00' 1- - - - - - .... 7F .... F__ -----
5' 55.00' 60.00' 62.35'
10' P.U.E. � 10' P.U.E.
25' S.B.
I� - - 1 i- - - - - { I I - - -1-I I-{-- - _I -I--� -- - - - �I I ) I-f - - _I -r-I-
I I I I III I III I I III III I I III I I BLOCK A I I I I oo I o I
:I 14 I 15 16 = I 17 18 19 20 21 = 22 = 23 24 = 25 26 27 = 28 29 30 31
o
co ZI
- 11 L I -I--1-r1`� 1 I -- I - - 1 -1 I I I I 1 I -- 1 20' s.B. 1 I I I I -- z I -
- - -
-55�00�t4-
00'-L
60_001 - - - 60.00'- -� - 60_00' - _-60.00' - _ 60.00 - 60_00' - C�- _ - - - -�- 60_00' - - 60.00' - - 6 - - - - 60_00'J,
-60.00'- - 60_00' - 60.00' I - 60.00 - 59_14' -
- -- - 5' W.M.E
I- HOA LOT 32X 27.10' 27.11'
20' CARRIZO OIL AND GAS INC N 00.26' 1 1 " W 1851.24'
PIPELINF ESMT & R.O.W. -
DOC. NO. 2012--118932
O.P.R.D.C.T.
I
HIDDEN HILLS, INC.
VOL. 2091, PG. 951
D.R.D.C.T.
i
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LEGEND
O.P.R.D.C.T. = OFFICIAL PUBLIC RECORDS DENTON COUNTY, TEXAS
D.R.D.C.T. = DEED RECORDS DENTON COUNTY, TEXAS
P.R.D.C.T. = PLAT RECORDS DENTON COUNTY, TEXAS
DOC. NO. = DOCUMENT NUMBER
VOL. = VOLUME
PG. = PAGE
R.O.W. = RIGHT-OF-WAY
CIRF = CAPPED IRON ROD FOUND
IRF = IRON ROD FOUND
COE MON. = ARMY CORPS OF ENGINEERS MONUMENT
U.E. = UTILITY EASEMENT
D.E. = DRAINAGE EASEMENT
D.U.E. = DRAINAGE AND UTILITY EASEMENT
W.M.E. = WALL MAINTENANCE EASEMENT
ESMT. = EASEMENT
RM - REFERENCE MONUMENT
S.B. = SETBACK
LCMUA = LAKE CITIES MUNICIPAL UTILITY AUTHORITY
FLOOD STATEMENT
TURBEVUE RD.
' ✓ n
mo
m
z = I
l�
m
SITE
s,RAI, IN
0
z
m
LEWISVILLE LAKE i�Jr�
VIC MAP
1 "=2000'
-4-11011
--
pn
0' 50' 100'
GRAPHIC SCALE: 1 " = 50'
According to Map No. 48121 CO535G, dated April 18, 2011 of the FEMA National Flood Insurance
Program Flood Insurance Rate Map of Denton County, Texas, this property is located within Zone "X"
and Zone "AE". Zone "X" is defined as areas determined to be outside the 0.2% annual chance
floodplain. Zone "AE" is defined as areas subject to inundation by the 1 -percent-annual-chance flood
event determined by detailed methods. This flood statement does not imply that the property and/or
the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods
can and will occur and flood heights may be increased by man-made or natural causes. This flood
statement shall not create liability on the part of the surveyor.
NOTE
No fences shall be located within the drainage easement to avoid blockage of flow.
AT time of recordation all exterior corners are as noted hereon. At completion of construction of
utilities and pavement, 5/8-inch iron rods with yellow cap marked ADAMS SURVEYING COMPANY LLC are
to be set for ail lot corners.
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
365.10'
312.10'
302.68'
S 38'55'32" E
048.58'42"
C2
305.10'
114.78'
114.10'
S 62'19'47" E
021'33'15"
C3
297.57'
227.82'
222.30'
S 29*02'16" E
043'51'56"
C4
50.00'
220.62'
80.48'
S 54'01'51 " E
252'48'41 "
C5
1 60.00'
1 166,01'
1 117.90'
S 45'16'17" W
158'31'50"
C6
60.00'1
164.53'
117.61'
N 44'33'49" E
157'06'53"
C7
60.00'
1 164.53'
117.61'
S 45'26'11" E
157'06'53"
C8
60.00'
1 164.53'
117.51'
S 44'33149" W
157*06'53"
,I
365.10
89.76'
89.53'
S 34'31'33" E
014*09'10"
LINE TABLE
LINE
BEARING
DISTANCE
L1
S
44'44'52"
W
21.33'
L2
N
45'15'08"
W
21.19'
L3
S
44'33'49"
W
21.21'
L4
N
45*26'11"
W
21.21'
L5
N
40'10'26"
E
22.70'
1_6
S
45' 16' 17"
W
20.95'
L7
S
45' 16' 17"
W
20.95'
L8
N
44'43'43"
W
21.47'
1_9
N
44'33'49"
E
21.21'
L10
N
45*26'11"
W
21.21'
1_11
N
44'33'49"
E
21.21'
L12
S
45*26'11"
E
21.21'
L13
S
44'33'49"
W
21.21'
L14
S
44'33'49"
W
21.21'
L15
S
45'26'11"
E
21.21'
L16
S
44'47'45"
E
35.75'
L17
S
40'15'26"
W
27.23'
L18
S
21'39'20"
E
9.00,
L19
N
34'44'42"
W
34.08'
L20
S
00'26'11"
E
38.51'
L21
N
89'33'49"
E
25.00'
L22
N
46'40'39"
W
20.00'
L23
N
00'26' 1 1 "
W
10.00'
L24
S
89-3349"
W
41.48'
L25
N
73'03'52"
W
43.01'
L26
N
58'08'59"
W
27.51'
L27
N
44'09'39"
W
21.84'
L28
I N
32'29'53" W
53.92'
LINE TABLE
LINE
BEARING
DISTANCE
L29
N
55' 17' 19"
W
19.09'
L30
S
89'33'49"
W
15.29'
L31
N
89'33'49"
E
10.00'
L32
N
00'26' 1 1"
W
1 12.14'
L33
N
36'48'35"
E
29.55'
L34
N
49'43'26"
E
28.63'
L35
N
89'33'49"
E
62.12'
L36
S
57'56'26"
E
62,85'
L37
N
00°26' 1 1 "
W
36.67'
L38
S
DO'26' 1 1 "
E
44.92'
L39
N
49'31'48"
E
36.51'
L40
N
86'12'36"
E
44.27'
L41
S
45'19'53"
E
17.75'
L42
S
08' 16' 17"
E
62.48'
L43
S
12'26'56"
W
25.70'
L44
S
06'16'34"
W
23.93'
L45
S
01'06'25"
W
39.87'
L45
S
46'36'44"
W
12.15'
L47
S
33'31'48"
W
40.85'
L48
S
58' 10'51 "
E
150.08'
L49
S
00'04'04"
E
58.89'
L50
N
58' 10'51 "
W
186.01,
L51
S
40'3O'57"
W
16.34'
L52
S
00'26' 1 1 "
E
16.07'
L53
S
64'34'56"
W
45.78'
L54
N
00.26" 1"
W
31.82'
L55
S
45'26' 1 1 "
E
35.36'
1 56
S
44'33'49
W
35.36'
SM9433A G01, C1 % S08
LINE TABLE
BEARING
DISTANCE
N
45'26'11 "
W
35.36'
P
S
44'43'43"
E
35.80'
S
69'45'37"
E
10.20'
S
01' 19'34"
E
9.07'
S
66'10'09"
E
18.26'
L62
S
32'56'34"
E
3.75'
L63
S
18'17'39"
E
17.39'
L64
S
30-09'02"
E
23.27'
L65
S
10'28'35"
E
7.02'
L66
S
0456'15"
W
17.39'
L67
S
58'32'07"
E
17.04'
L68
N
63'50'17"
E
16.77'
L69
S
04'27'21"
W
43.26'
L70
N
89'05' 18"
W
5.37'
L71
S
03'50'04"
W
37.77'
L72
S
08'25'30"
W
38.46'
L73
S
01'58'24"
W
35.62'
L74
N
10.55'27"
W
17.60'
L75
S
76'18'24"
W
36.88'
L76
S
26'46'49"
W
20.55'
L77
S
03'53'02"
W
13.18'
L78
S
30'09'28"
W
20,76'
L79
S
18'39'42"
W
14.56'
L80
S
35'06'34"
W
13.05'
L81
S
62'19'37"
W
12.86'
L82
S
43*23'12"
W
24.73'
L83
S
30'48'40"
W
21.04'
L84
S
13'09'45"
W
21.89'
313977 A0819A J.MALONEY, TR 2, 30.4661AC/ALL
1 /2" CIRF
"SPRY 5647"
(RM)
OWNER
Sycamore Cove - Hickory Creek, L.P
23975 Park Sorrento, Suite 220
Calabasas, CA 91302
Contact: Steven Porath
Phone: (818) 385-3697
sporath®hearthstone.com
Filed for Record
in the Official Records Of:
Denton County
On: 9/2712021 3:5607 PM
in the PLAT Records
SYCAMORE COVE
Doc Number: 2021-370
Number of Pages: 3
Amount: 150.00
01der#:2021092700828
By: LV
ENGINEER
Kimley-Horn and Associates, Inc
6160 Warren Parkway, Ste. 210
Frisco, Texas 75034
Contact: Thomas Fletcher, P.E.
Phone: 972-335-3580
LINE TABLE
LINE
BEARING
DISTANCE
L85
S
03'25'27"
E
23.98'
L86
N
89' 10'34"
E
29.37'
887
S
44°57'17"
E
28.05'
L88
S
18'22'59"
E
25.67'
L89
S
18'00'48"
W
3.21'
L90
S
01'00'40"
W
22.55'
L91
S
46'00'57"
W
6,09'
L92 I
S
07-38'55"
W
13.50'
L93
S
25'22'37"
W
19.84'
L94
S
21.53'07"
E
18.01'
L95
S
82°09'33"
E
16.64'
L96
N
58'35'52"
E
36.82'
L97
S
55°48'30"
E
4.57'
L98
S
08'25'15"
E
19.05'
L99
S
3611'11"
E
9.76'
1_100
S
77-19'25"
E
8.95'
L101
S
07'55'42"
E
64.18'
L102
N
71'35'52"
E
5.11'
L103
S
07*11'22"
E
22.88'
L104
S
22.20"2"
W
5.45'
L105
S
6659'39"
W
7.62'
L106
S
02'33'49"
W
24.71'
L107
S
35'50'59"
W
10.01'
L108
N
83'23'59"
W
11.13'
L109
S
11'42'09"
W
31.39'
L110
S
28'13'45"
E
39.95'
L111
S
05'32'45"
E
90.70'
L112
S
53*40'19"
E
7.51'
FINAL PLAT
SYCAMORE COVE
LOTS 1-31, 32X, 33X, BLOCK A
LOTS 1 -12, BLOCK B
LOTS 1-10, 12X, 1 1 X, BLOCK C
LOTS 1-30, 6X, BLOCK D
LOTS 1-4, BLOCK E
LOTS 1-10. 1 1 X, BLOCK F
GROSS AREA: 1,412,496 SQ. FT. / 32.426 ACRES
ROW DEDICATION: 340,252 SQ. FT. / 7.811 ACRES
NET AREA: 1,072,244 SO. FT. / 24.615 ACRES
JOHN MALONY SURVEY,
ABSTRACT NO. 819
TOWN OF HICKORY CREEK, DENTON COUNTY, TEXAS
SURVEYOR
Adams Surveying Company, L.L.C.
1475 Richardson Drive, Suite 255
Richardson, Texas 75080.
Contact: Paul Hubert
Phone: (469) 317-0250
PAGE 2 OF 3
August 30, 2021
� � s
TBPELS Firm Registration No. 10177500
7:��ASC Jobs\Jobs C , �t _ reer. re G u,}t)\Plat OB Plo. '0'
OWNER'S CERTIFICATE
OWNER'S DEDICATION
SURVEYOR'S DECLARATION
m
FLOODPLAIN �\ USACE FLOWAGE EASEMENT /
EASEMENT 1 �100 YEAR FLOODPL/AIN /
HOA LOT 11X \ b
L4,3
O
L44 L45
tK
10
/
`7 ,�/
0
DETAIL A `�s 0Leo
r C7CV
� 1 = 40 b- &o
L38 L521 o
---� L23 ri
A= 22.21 ' 7 6x
1 1 137
/ NI
ZD
/ 1
o /��
DRAINAGE EASEMENT 1
HOA LOT 11X j
N
1 v
n / 01 30
J
0
HOA LOT 11X 1 1
L32
_ 175.00' L31 I 1 10.00_
10.000'
oD
Iq
u7
BLOCK D 1 I I 3 I 4 I 5 I 6X ( 7
160.99'
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS, Sycamore Cove -Hickory Creek, L.P. is the owner of a 32.426-acre tract
of land located in the John Malony Survey, Abstract No. 819, Hickory Creek, Denton
County Texas, being all of that parcel described in Special Warranty Deed to
Sycamore Cove -Hickory Creek, L.P. as recorded in Document Number 2020-128176,
Official Public Records Denton County Texas (OPRDCT), and being more particularly
described as follows:
BEGINNING at a found Army Corps of Engineers Concrete Monument stamped
"F-522-17", being in the south line of Lot 1X, Block A, Steeplechase South Addition,
an addition to the Town of Hickory Creek, as recorded in Document Number
2018-265, Plat Records Denton County, Texas (P.R.D.C.T.), and being the northwest
corner of that tract described in General Warranty Deed to the United States of
America as recorded in Volume 383, Page 375, Deed Records Denton County, Texas,
for the northeast corner of said 32.426 acres;
THENCE South 00 degrees 04 minutes 04 seconds East with the east line of said
32.426 acres, the west line of Sycamore Bend Drive, a perscriptive roadway, a
distance of 1,860 feet to a point for corner, being in the north line of that tract
described in Warranty Deed with Vendor's Lien to Hidden Hills, Inc. as recorded in
Volume 614, Page 661, Deed Records Denton County, Texas (D.R.D.C.T.);
THENCE North 89 degrees 01 minute 14 seconds West, with said north line of Hidden
Hills, Inc. tract, passing a found 3/8-inch iron rod at a distance of 18,73 feet,
continuing a total of 755.21 feet to a found 1/2-inch iron rod with cap stamped
"SPRY 5647", being in the west line of that tract described in Special Warranty Deed
to Hidden Hills, Inc. as recorded in Volume 2091, Page 951, D.R.D.C.T.;
THENCE North 00 degrees 26 minutes 11 seconds West, with the east line of said
Hidden Hills, Inc a distance of 1,851.24 feet to a found 1/2-inch iron rod with cap
stamped "SPRY 5647";
THENCE South 89 degrees 46 minutes 01 seconds East, a distance of 767.00 feet
to the POINT OF BEGINNING and containing 32.426 acres more or less.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT I, Steven C. Porath, do hereby adopt this plat as Sycamore Cove, an Addition to the
Town of Hockory Creek, Denton County, Texas, and do hereby dedicate to the public use
and benefit forever the streets and alleys shown thereon for all public purposes including
but not limited to all street purposes and the right of the Lake Cities Municipal Utility
Authority and its assigns to lay, install, operate, repair, replace and remove and reconstruct
any and all public utilities including but not limited to water lines, sanitary sewer lines,
drainage and storm sewer lines and canals, gas lines, telephone poles and lines, electrical
power lines and appurtenances. The right to establish grades on said dedicated streets and
alleys is hereby granted to the Town of Hickory Creek and all claims for damages which
may arise by reason of changing the present surface of said streets to conform to said
grades are hereby waived.
The easements shown on the plat are hereby granted and dedicated and reserved for the
mutual use and accommodation of the Lake Cities Municipal Utility Authority and all public
utilities desiring to use or using the same for public sewer lines, water lines and
appurtenances, drainage and storm sewer canals and lines, gas lines, telephone poles and
lines, electrical power lines and appurtenances. All and any public utility and the Town of
Hickory Creek shall have the right to remove and keep removed all or part of any
residence, building, fences, trees, shrubs or other improvements, growths or obstructions
which may in any way endanger or interfere with the construction, maintenance, operation
or efficiency of the respective utility in, on or under said easement strips. The Town of
Hickory Creek and the Lake Cities Municipal Utility Authority and all public utilities shall at
all times have the full right of ingress and egress to and from and upon said easement
strips for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and
adding to or or removing all or part of the respective systems without the necessity at
any time of procuring the permission of anyone.
I do further dedicate to the Homeowners Association use forever all parks, squares,
parkways, and all other public uses and dedication shown on the face of this plat.
All lots in the subdivision shall be sold subject to the building lines shown on this plat,
and the minimum building setback lines in all Town of Hickory Creek Ordinances,
Sycamore Cove - Hickory Creek, L.P.,
a Delaware limited partnership
By: Cal Hearthstone PBLO GP, LLC
a Delaware limited liability company
General Partner
By: Cal Hearthstone Public Builder Lot Option, LLC
a Delaware limited liability company
Sole Member
By: HEARTHSTONE PROFESSIONALS - CS, L.P.
a Delaware limited partnership
Member Manager
By: ----- - ------ --
Steven C. Porath
Authorized Person
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
before me, �_-----== ``---=--------
(here insert name and title of the officer)
personally appeared __=___=_'� 1___- -----, who proved to me on the
basis of satisfactory evidence to be the person(s) whose names) is/are subscribed to the
within instrument and acknowledged to me that he/she/they executed the some in
his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the
instrument the person(s), or the entity upon behalf of which the person(s) acted, executed
the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the
foregoing paragraph is true and correct.
WITNESS my hand and official seal.
KAREN S. HORNBACK
Notary Public • California
Signature (Seal) f Ventura County
Commission # 2251498
My Comm. Expires Jul 31, 2022
(PRESCRIPTIVE ROADWAY) SYCAMORE BEND RD.
CO i
RIGHT-OF-WAY DEDICATION
(BY THIS PLAT) DETAIL B
RIGHT-OF-WAY DEDICATION
(BY THIS PLAT)
This is to declare that I, Paul Hubert, a Registered Professional Land Surveyor for
the State of Texas, have performed, for this plat, an actual survey on the ground,
and that this plat correctly represents that survey made by me or under my
direction or supervision.
Paul Hubert
Registered Professional Land Surveyor #1942
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, the undersigned, a Notary Public in and for said County and State, on
this day personally appeared Paul Hubert, known to me to be the person and officer
whose name is subscribed to the foregoing instrument and that he executed the
some for the purpose and consideration therein expressed, and in the capacity
therein stated. r
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the _1_s day of���
2021.
PUBLIC IN AND FAR DAL S COUNTY NOTARY L� TEXAS
EP
DWIGHT COSY MILLS
M Commission EX lres:____ U ,, Notary 1D #1322a1936
My Commission Expires
October 7. 2023
The Lake Cities Municipal Utility Authority LCMUA have the right to at all
L p y y( ), shall g >
times and without the permission of the property owner and/or HOA, access, patrol,
inspect, operate, maintain, repair or replace all public water and sanitary sewer
facilities, located within easements and/or HOA lots shown on this plat. Maintenance
of said easements or HOA lots shall be the responsibility of the lot owner/HOA, and
LCMUA shall not be responsible for the repair or replacement of any improvements
(landscaping, irrigation, drainage facilities, signage, lighting, etc.) located within the
easements or HOA lots shown on this plat.
On the _' day of S 2021, all permanent Lake Cities Municipal Utility
Authority (LCMUA) easements dedicated per this plat were approved and accepted by
General Manager
LCMUA
The undersigned, the Town Secretary of Town of Hickory Creek, Texas, hereby
certifies that the foregoing final plat of the Sycamore Cove subdivision or addition
to th Wn of Hicko�r.�(,,C,regek was submitted to the town council on the
� of -d �-t--2021, and the council, by formal action, then and
there accepted the dedication of streets, alleys, parks, easements, public places,
and water and sewer lines, as shown and set forth in and upon said plat, and
said council further authorized the Mayor to note the acceptance thereof by
signing his/her name as hereinabove subscribed.
Witness my hand this ___ - - - - - day of -� =fir _,,±i A.D., 2021.
r '/ r
=---------- --v - - -
Town Secretary % °` A
Town of Hickory Creek, Texas
Gg / 1 " = 50' FLOODPLAIN
EASEMENT
o �-_ _ _ _ _ _ 15.01'
360.21' L69 0� L71 293.64' - - T 58.89' 175.07' - - - q�- - - < - -
' 6� 65 L66 - -0- 'L72 L73 / / / / o _ L101 _ _ -b N 103 172.90' 138.56' p4 L 105 �z 104.01 ' �- r 81,18'_ _ �ti 9286'
- -o-- - - L106
Q
c� _ ��g 50' �b ��1�0 -15' D.E. - - -
74 / J opt L1 11 1 1 X
6 FLOODPLAIN / v,Q L98 L l pg <Y
Ica / EASEMENT cry EASFLOOEMENTIN // / `�` - - - -
�// \\� I Z I X
/ bL 7
7C C // 4 0 5 / 6
LINE TABLE
LINE
BEARING
DISTANCE
L1
S
44744'52"
W
21.33'
L2
N
45' 15'08"
W
21,19'
L3
S
44'33'49"
W
21.21'
L4
N
45*26'11"
W
21.21'
L5
N
40'10'26"
E
22.70'
L6
S
45-16'17"
W
20.95'
45' 16'17"
W
20.95'
N
4443'43"
W
21.47'
N
44'33'49"
E
21.21'
KL7S
N
45*26'11"
W
21.21'
N
44'33'49"
E
21.21'
S
45'26'11"
E
21.21'
S
44'33'49"
W
21.21'
L14
I S
44'33'49"
W
21.21'
L15
S
45'26'11"
E
21.21'
L16
S
44'47'45"
E
35.75'
L17
S
40'15'26"
W
27.23'
L18
S
21'39'20"
E
9.00,
L19
N
34'44'42"
W
34.08'
L20
S
00*26'11"
E
38.51'
L21
N
89'33'49"
E
25.00'
L22
N
46'40'39"
W
20.00'
L23
N
00-26'11"
W
10.0a,
L24
S
89'33'49"
W
41.48'
LINE TABLE
LINE
BEARING
DISTANCE
L25
N
73'03'52"
W
43.01'
1326
N
58'08'59"
W
27.51'
L27
N
44'09'39"
W
21.84'
L28
N
32'29'53"
W
53.92'
L29
N
55' 17' 19"
W
19.09'
L30
S
89'33'49"
W
15.29'
L31
N
89'33'49"
E
10.00'
L32
N
00'26' 11 "
W
1 12,14'
L33
N
36'48'35"
E
29.55'
L34
N
49'4T26"
E
28.63'
L35
N
89'33'49"
E
62.12'
L36
S
57'56'26"
E
62.85'
L37
N
00'26'11"
W
36,67'
L38
I S
00'26' 1 1 "
E
44.92'
L39
N
49'31'48"
E
36.51'
L40
N
86'12'36"
E
44.27'
L41
S
45'19'53"
E
17.75'
L42
S
08' 16' 17"
E
62.48'
L43
S
12'26'56"
W
25.70'
L44
S
06'16'34"
W
23.93'
L45
S
01'06'25"
W
39.87'
L46
S
46'36'44"
W
12.15'
L47
S
33'31'48"
W
40.85'
L48
S
58' 10'51 "
E
150.08'
LINE TABLE
LINE
BEARING
DISTANCE
L49
S
00'04'04"
E
58.89'
L50
N
58'10'51"
W
186.01'
L51
S
40'30'57"
W
16.34'
L52
S
00'26' 1 1 "
E
10.07'
L53
S
64'34'56"
W
45.78'
L54
N
00'26' 1 1 "
W
31.82'
L55
S
45'26' 1 1 "
E
35.36'
L56
S
44'33'49" W
35.36'
L57
N
45'26' 1 1 "
W
35.36'
L58
S
44'43'43"
E
35.80'
L59
S
69'45'37"
E
10.20'
L60
S
01'19'34"
E
9.07'
L61
S
66' 10'09"
E
18.26'
L62
S
32'56'34"
E
3,75'
L63
S
18' 17'39"
E
17.39'
L64
S
3909'02"
E
23.27'
L65
S
1928'35"
E
7.02'
L66
S
04'56' 15"
W
17.39'
L67
S
58'32'07"
E
17.04'
L68
N
63'50'17"
E
16.77'
L69
S
04'27'21"
W
43.26'
L70
N
89*05'18"
W
5.37'
L71
S
03'50'04"
W
37.77'
L72
S
08'25'3C"
W
38.46'
LINE TABLE
LINE
BEARING
DISTANCE
L73
S
01'58'24"
W
35.62'
L74
N
10'55'27"
W
17.60'
L75
S
76'18'24"
W
36.88'
L76
S
26'46'49"
W
20.55'
L77
S
03'53'02"
W
13.18'
L78
S
30'09'28"
W
20.76'
L79
S
18'39'42"
W
14.56'
L80
S
35'06'34"
W
13.05'
L81
S
62' 19'37"
W
12.86'
L82
S
43'23'12"
W
24.73'
L83
S
30'48'40"
W
21.04'
L84
S
13'09'45"
W
21.89'
L85
S
03'25'27"
E
23.98'
L86
N
89'10'34"
E
29.37'
L87
S
44*57'17"
E
28.05'
L88
S
18'22'59"
E
25.67'
L89
S
18'00'48"
W
3.21'
L90
S
01'00'40"
W
22.55'
L91
S
46'00'57"
W
6.09'
L92
S
07'38'55"
W
13.50,
L93
S
2522'37"
W
19.84'
L94
S
21'53'07"
E
18.01,
L95
S
82'09'33"
E
16.64'
L96
N
58'35'52"
E
36.82'
93
Ls2 ��9 Q I I I o
I9 II =
J
DRAINAGE
EASEMENT
LINE TABLE
LINE
BEARING
DISTANCE
L97
S
55'48'30"
E
4.57'
L98
S
08'25'15"
E
19.05'
L99
S
36'11'11"
E
9.76'
L100
S
77'19'25"
E
8.95'
L101
S
07'55'42"
E
64,18'
L102
N
71'35'52"
E
5.1 V
L103
S
07'11'22"
E
22.88'
L104
S
22*20'12"
W
5.45'
L105
S
66'59'39"
W
7.62'
L106
S
02'33'49"
W
24.71'
L107
S
35'50'59"
W
10.01'
L108
N
83'23'59"
W
11.13'
L109
S
11*42'09"
W
31.39'
L110
S
28' 13'45"
E
39,95'
L111
S
05'32'45"
E
90.70'
L112
S
53'40'19"
E
7.51'
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
365.10'
312.10'
302.68'
S 38'55'32" E
048'58'42"
C2
305.10'
1 14.78'
1 14.10'
S 62' 19'47" E
021 *33' 15"
C3
297.57'
227.82'
222.30'
S 29'02'16" E
043'51'56"
C4
50.00,
220.62'
80.48'
S 54'01'51" E
252'48'41"
C5
60.00,
166.01'
117.90'
S 45'16'17" W
158'31'50"
C6
1 60.00'
1 164.53'
117.61'
N 44'33'49" E
157'06'53"
C7
60.00'
164.53'
1 1 17.61'
S 45'26' 1 1 " E
157*0653"
C8
60.00'
1 164.53'
1 117.61'
S 44'3349 W
157'06'53"
C9
365.10'
1 89.76'
1 89.53'
S 34'31'33" E
014'05'10"
Recommended for Approval
t"I rL
Chairman, Planning and Zoning Commission Date
Town of Hickory Creek, Texas
Apkrpv d Foy7 Prepar�ltion of Final Plat
X
0t It 1q c z--,i
Town of Hickory Creek, Texas Date
OWNER
Sycamore Cove - Hickory Creek, L.P
23975 Park Sorrento, Suite 220
Calabasas, CA 91302
Contact: Steven Porath
Phone: (818) 385-3697
sporath@hearthstone.com
Filed for Record
in the Official Records Of:
Denton County
On: 9/27/2021 3:56:07 PM
In the PLAT Records
SYCAMORE COVE
Doc Number: 2021-370
Number of Pages: 3
Amount: 150.00
O rd e 0:20210927006828
By" t.v
ENGINEER
Kimley-Horn and Associates, Inc
6160 Warren Parkway, Ste. 210
Frisco, Texas 75034
Contact: Thomas Fletcher, P.E.
Phone: 972-335-3580
FINAL PLAT
SYCAMORE COVE
LOTS 1-31, 32X, 33X, BLOCK A
LOTS 1 -12, BLOCK B
LOTS 1-10, 12X, 1 1 X, BLOCK C
LOTS 1-30, 6X, BLOCK D
LOTS 1-4, BLOCK E
LOTS 1-10. 1 1 X, BLOCK F
GROSS AREA: 1,412,496 SQ. FT. / 32.426 ACRES
ROW DEDICATION: 340,252 SO. FT. / 7.811 ACRES
NET AREA: 1,072,244 SQ. FT. / 24.615 ACRES
JOHN MALONY SURVEY,
ABSTRACT NO. 819
TOWN OF HICKORY CREEK, DENTON COUNTY, TEXAS
PAGE 3 OF 3
SURVEYOR
Adams Surveying Company, L_L.C.
1475 Richardson Drive, Suite 255
Richardson, Texas 75080.
Contact: Paul Hubert
Phone: (469) 317-0250
August 30, 2021
TBPELS Firm Registration No. 10177500
COPYRIGHT 2021
%:AASC Jo�� 2�2'� 2•�:1 �� �2:,�, ���k Y,'cnore ���.� �7`ci JCB R,,. 2012r