SD3935Av
CH=867.72'
CB=N 12'52'30"E
* THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
A=27' 18'49"
R=2200.00'
L=1048.78'
CH=1038.88'
r iz Aowz
T-L I A 1" 1 I
C'fpl� 50='J f.Jt5J10i-�
6�7(t-' ,I7glo/
115251 1357r-Z. Flr
i
I
i
1
1
1
1
1
1
1
1
1
IRS = 5/8" IRON ROD SET
WITH "HUITT-ZOLLARS" CAP
IRF = 5/8"IRON ROD FOUND
WITH "HUITT-ZOLLARS" CAP
TEXAS STATE PLANE COORDINATE SYSTEM,
NORTH CENTRAL TEXAS ZONE NAD 83.
ESTABLISHED WITH G.P.S. FROM N.G.S.
MONUMENT "DTOB" IN JUNE 1999.
FINAL PLAT
OF
SANDLIN ADDITION
N ADDITION TO DENTON COUNTY, TE'
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACf
OWNERS :
RAYZOR RANCH, L.P.
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214) 292-3411
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretory
Mr. JERRY GOODALE, TreoZrer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HWtt-ZoAera, kv— Enyneer4g / Ard techre
30 McKinney Ave. "a 800 DaOas, Texas 75204
Phone (214) 871-M Fax (214) 871-0757
Filed for Record in:
DENTON COUNTY TX
CYNTHIA NITCHLLL, COUNTY CLERK
On Dec Isam
At 9:25am
Receipt #: -50258
Doc/mgmtg; 1224.oe
Doc/Num 6'' 66
Doc/Type `000-R0t1915O
DeputY -Jennifer pLA
NOVEMBER, 2000 SHEET 1 OF 5
H:/Proj/Lontono/01271028/dwg/271028JF01.dwg
GENERAL NOTES:
1. WATER AND SANITARY SEWER SERVICE TO
BE PROVIDED BY:
UPPER TRINITY REGIONAL WATER DISTRICT
396 WEST MAIN STREET, SUITE 102,
LEWISVILLE, TEXAS 75057
P.O. BOX DRAWER 305_
LEWISVILLE, TEXAS 75067
(972) 219-1228, (972) 221-9896 FAX
2. ALL FRANCHISED UTILITY SERVICE TO BE
PROVIDED BY:
COSERV
7701 SOUTH STEMMONS FREEWAY
CORINTH, TEXAS 75065
(800) 274-4014 (940) 270-7790 FAX
3. THIS PLAT IS NOT WITHIN A FEMA-DESIGNATED
FLOODPLAIN. FOR LIMITS OF THE 100-YEAR
FLOODPLAIN IN THIS AREA, REFER TO FEMA
MAP NUMBER 48121CO526 E APRIL 2, 1997
DENTON COUNTY.
4. THE MAINTENANCE OF PAVING, GRADING AND
DRAINAGE IMPROVEMENTS AND/OR EASEMENTS
SHOWN ON THIS PLAT ARE THE RESPONSIBILITY
OF DENTON COUNTY DEVELOPMENT DISTRICT
NO. 4 AND DO NOT CONSTITUTE ACCEPTANCE
OF SAME FOR MAINTENANCE PURPOSES BY
DENTON COUNTY.
5. ALL LOT CORNERS WILL BE SET UPON COMPLETION
OF CONSTRUCTION USING 5/8" x 18" REBAR
WITH YELLOW PLASTIC CAP STAMPED "HUITT-ZOLLARS"
. THE CENTERLINE OF THE STREET
RIGHT-OF-WAY WILL BE MONUMENTED WITH A
SCRIBED "X" IN CONCRETE AT THE P.C.'S, P.T.'S
AND INTERSECTION POINTS.
6. ALL STREET R.O.W. AND COMMON AREAS WITHIN
SANDLIN ADDITION ARE PRESENTLY OWNED BY
DENTON COUNTY DEVELOPMENT DISTRICT NO. 4
AS RECORDED IN VOL. 4552, PG. 603 D.R.D.C_T.
COSERV
ESMT.
'00'54"W N32'59'06 W
18.91 ' 8.00'/'
A=18'12'43"
R=2500.00'
L=794.64'
CH=791.30'
CB=N 15'22'33"E,
LANTANA FUTURE
PARCEL 30
o'
RAYZOR RANCH, L.P.
VOL. 4552, PG. 465
D.R.D.C.T.
/ IRS
h
o' o
VO
Q)
J
pQ �o 0 6
62.6
S89'18'54"E
0 130.33'
16.43' 40.0(
\ COMMON A 5
\ \ AREA 2 f n. 13.81'0i
SURVEY ABSTRACT
LINE 5`
0 9
N67'00'54"E-7 -I +I
11.57' POINT OF BEGINNING
S67'O0'54"W
2.00'
7/357 S69'28'54"W
6
.3'�
I /
I /
/
TYPICAL
COSERV EASEMENTS
EQUIPMENT
EASEMENT
3
�
20'
SWITCH GEAR
20'X20'
20'
w
LOT LINE
N
TRANSFORMER
8'X10'
10
w/PEDESTAL
3'X6'
8
6, 3 LOT LINE
HANDHOLE
51X5'
S
w/PEDESTAL
3'X3'
.,, 3 LOT 7INE
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
CHORD BEARING
C46
85'57'52"
20.00'
30.01'
27.27'
S22'32'10"E
C47
138'00'41"
50.00,
120.44'
93.36'
S03'29'15"W
C48
08'02'30"
540.00'
75.79'
75.73'
S28'30'09"W
C49
04'02'07"
525.00'
36.98'
36.97'
N22'27'50"E
C50
04'02'07"
550.00'
38.74'
38.73'
N22'27'51"E
C51
02'55'30"
490.50'
25.04'
25.04'
N55'52'05"W
C52
11'06'45"
309.50'
60.03'
59.93'
N59'57'43"W
0 7 SE
15
Ss. g
COMMON 7?Z j93" oo. 10
AREA 2 0 / Ssg• b
S t4 0 00 71
7S•(
9 Op 43
o
m 13 0 0 56933,13„ oo S19S O )3
0o S6 s 313 e / 8 00 F 0 44 p,
S
ooS 12s o 0o S7
9s3,73F oo S0�3 f
7 O0 'o0 45 a
00 1133 0 56833y 0 36 S 3.
o13„F o
0
ova S691 3'13,. a /� oo gS p03 F 0 46 p0 0
oo. 2S' F 2ry SsgSsg
o Ssg 3310 00 / 0 7jS Op3 F o 88 47 00' F /
ro. 71g
-11.76' 9Ssg 33'7 0 71S 3 73' f o0 3
Ss o a O o 7S
7�33•�3,e o0 oQ 4
N 48 o N c
69. o
6 8 o zo. �. oo 5.313,E o0 77S p03„w oo �''� o 0
7?>373'f o / �' 3 Op• 0 49
's0, 3
N69.
Ss
7 00 00 1 S�•73,e o 77Sp�311
�o 50 C o'
s33 f moo. `0 2 S Op 3�'/� `o
0.67' // a Ss9- 0o 9�s S 3'73
6' a 7jS 003 F 51 °0 / 0 28 O 7S.
L30 �{
AI
Ss o
v 1 ^p , 3,7 00 coSsg 49
o O 96 sS 1'o'ro 7jS' p03'F / o 77S p�;
t'
F / \NS o 52 0 (o 50
17.77. s (rSp'RoFFT 10529 �� / O Sg0317.5
373
Sso 51 s
LINE TABLE
TANGENT
BEARING
LENGTH
L27
S20'26'47"W
19.20'
L28
S24'28'54"W
34.57'
L29
S16'13'54"E
13.05,
L30
S86'40'59"W
2.12'
L31
S6727'50"W
13.64'
L33
N69'28'54"E
14.14'
L34
N20'31'09"W
35.36'
L35
N65'31'06"W
30.00'
L36
N20'31'07"W
14.14'
137
S244 28'54"W
40.00'
ON`
sl. NSF NOT TO SCALE
HILL
PROJECT
LOCATION
3 FM 407 S
p o wo
D.>-
o 2 pz¢ A
oo' L- OU FM 407
F o �S. � JETER
o' TO
00 o Ss 42 FT WORTH TO
b 7933'�3„ DALLAS
3po' F VICINITY MAP (N.T.S.)
Ssg 3
44
Ss-.
00 77 5,31 f NOTES : 1. REDUCE FRONT YARD SETBACK BY 5' WITH J-DRIVE.
o'
`0 45 2- REDUCE REAR YARD SETBACK TO 10' MINIMUM WITH
S6g33, DETACHED GARAGES.
0 77S,pp3'f 3• SIDE YARD SETBACKS ADJACENT TO STREETS SHALL
46 , fv BE INCREASED BY 5'.
o' \ s' ` aYryo 2 `coo 29 x -•emu'
> 5' C05Ej2V SSS37, 6p = ^ moo m 2y�• o 56.34'S2
IRS ESMT. \ Os'e 00' 2 •�`V 1 Vim' o o� 7933,73„
S�3j, 36g3S s�Op• ao2v / 35.80Sp7, F
4393S\9pNy �0 56933/3„
LANTANA FUTURE N6S.43S' CVgR/ gRk� �33 ry%W �8,
PARCEL 27 37'p R.�q)l 00' �� �� 54
s'y, K)' � �� 7220,05'
RAYZOR RANCH, L.P. 4g�3 <3.5 ?9?'
VOL. 4552, PG. 465
D.R.D.C.T. COMMON CS IRS
AREA i� SSS37
I30\ps„ IRS
\ /'•� \, / I / IRS O?3 \
IRS \
IRS
T=11'06'46" /
R=309.50'
* THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
L=60.03
CH=59.93'
CB=N71'04'29"W
A=11'06'46"
R=490.50'
L=95.13'
CH=94.99'
CB=N71'04'29"W
N65'31'06"W
81.04'
IRS = 5/8" IRON ROD SET
WITH "HUITT-ZOLLARS" CAP
47
*33
.00
003 F REAR YARD 60'
48 0 50 100 200 SETBACK r_ T
--=
SIDE YARD
01
SCALE IN FEET I I SETBACK
5' r•- 5'
N BASIS OF BEARING:
TEXAS STATE PLANE COORDINATE SYSTEM,
�N NORTH CENTRAL TEXAS ZONE NAD 83. sloE YARD
ESTABLISHED WITH G.P.S. FROM N.G.S. SETBACK
MONUMENT "DTOB" IN JUNE 1999. E----- FRONT YARD
/ S. WOFFORD SURVEY SETBACK
a
ABSTRACT NO. 1371 � STREET R.O.W.
BBB & CRR SURVEY / TYPICAL MIN. BUILDING SETBACK LINES
ABSTRACT NO. 162 / SETBACKS APPLICABLE TO ALL LOTS
/ UNLESS NOTED OTHERWISE
FINAL PLAT o
A=08 11 16 OF
L=70090 SANDLIN ADDITION
CH=70.03' C6=S61'25'28"E' AN ADDITION TO DENTON COUNTY, TEXAS
s65.31106 E SITUATED IN THE
181.04' BUFFALO, BAYOU, BRAZOS &
IRSJ COLORADO RAILROAD CO. SURVEY
_ ABSTRACT NO. 162 &
S24.28'54"W S. WOFFORD SURVEY
IRS 50.00 ABSTRACT NO. 1371
150 LOTS, 4 ,COMMON AREAS, 37.47 ACRES
OWNERS SURVEYOR: %(�
R : ZORRAYZ RANCH, L.P. �����t �JLLr�a�
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350 HWtt-Zollam Ina ErQneerkV /AmItIecture
PHONE:DALLAS' TEXAS 5 253410 3131 Mo)(Irs eY Am "a ODD .DabA Toxae 75204
DN7g*) ecord iIFx(214)871-0757
FAX: (214 292-3411 NONTYX Mr. MARK WAGNER, President CYNTHIA MITCHLLL, COUNTY CLERK
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretary/Treasurer On Dec 15 2000
At •.9:'25am'
DENTON COUNTY DEVELOPMENT Receipt #t: 50258
DISTRICT NUMBER 4 Recording: 124.00
2401 F.M. HIGHWAY 407 EAST Doc/Mgmt. : 6.00
ARGYLE, TEXAS 76226 Doc/Num : 2000-R0119150
(940) 728-5050 (940) 728-5058 FAX Doc/Tye p: PLO
Mr. DON BLACKWOOD. President Deputy -Jennifer
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY GOODALE, Treasurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretary
NOVEMBER, 2000 SHEET 2 OF 5
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD I
CHORD BEARING
Cl
2731'15"
450.00'
216.15'
214.08'
N73'22'39"E
C2
12'06'26"
250.00'
52.83'
52.73'
S65'40'14"W
C3
19*00'54"
170.00'
56.42'
56.16'
N69'07'28"E
C4
110*51'45"
45.00'
87.07'
74.11'
N64'57'06"W
C5
10'23'55"
332.50'
60.35'
60.26'
S7 4'43' 11 "E
C6
66'19'34"
250.00'
289.40'
273.51'
N13*14'39"E
C7
25'57'39"
332.50'
150.6V
149.37'
S33-25'36"W
C8
25'57'39"
612.50'
277.53'
275.16'
S33'25'36"W
C9
76'47'25"
150.00'
201.04'
186.32'
N08'00'44"E
C10
51-48'58"
200.00'
180,87'
174.77'
S20-16'51"E
C11
08'29'22"
1210.00'
179.28'
179.12'
N01'22'57"E
C12
147*53'13"
50.00'
129.06'
96.10'
S13'11'39"W
C13
2731" 5"
145.00'
69.65'
68.98'
N73'22'38"E
C14
158'11'04"
50.00,
138.04'
98.19'
N41'17'27"W
C15
10'23'55"
307.50'
55.81'
55.73'
S14'43'11"E
C16
66'19'34"
275.00'
318.34'
300.86'
N13'14'39"E
C17
25'57'39"
307.50'
139.33'
138.14'
S33-25'36"W
C18
2914'38"
637.50'
225.24'
224.07'
S30-34'05"W
C19
46'24'29"
225,00'
182.24'
177.30'
S17'34'37"E
C20
08'20'52"
1720.00'
250.60'
250.38'
N11'35'01"W
C21
01'48'261,
1070.00'
33.75'
33.75'
N06'30'22"W
C23
06'52'12"
1235.00'
148.08'
147.99'
NO2-11'32"E
C24
24.54'27"
475.00'
206.49'
204.87'
N72'04'15"E
C25
44'51'58"
175.00'
137.04'
133.56'
S1648'21"E
C26
06*04'16"
1185.00'
125.56'
125.50'
NO2'35'30"E
C27
76147'25"
125.00'
167.53'
155.27'
1 N08'00'44"E
C28
24'35'47"
425.00'
182.45'
181.05'
N7154155"E
C29
19-45'49"
310.00'
106.93'
106.40'
N75-04'28"E
C30
81'29'39"
20.00'
28.45'
26.11'
S37'53'05'V
C31
05'34'32"
310.00'
30.17'
30.16'
N62'24'17"E
C32
19'00'54"
195.00'
64.72'
64A2'
N69'07'28"E
C33
110*5V45"
20.00'
38.70'
32.94'
Nr4157'06"W
C34
12'06'26"
275.00'
58.1 V
58.00,
S65'40'14"W
C35
03'07'03"
357,50'
19.45'
19.45'
S11'04'45"E
C36
21'27'58"
175.00'
65.56'
65.18'
N19-39'00"W
C37
15732'27"
50.00'
137.48'
98.09'
N07'21'29"E
C38
22'46'28"
175.00'
69.56'
69.10'
N35'O1112"E
C39
2957'39"
587.50'
266.20'
263.93'
S33'25'36"W
C40
06'58'49"
472.50'
57.56'
57.53'
S27'5III 2"W
C41
12'06'26"
225.00'
47.55'
47.46'
S65'40'14"W
042
6619'34"
225.00'
260.46'
246.16'
N13'14'39"E
C43
25'57'39'1
357.50'
161.98'
160.60'
S33'25'36"W
C44
06'30'56"
1070.00'
121.68'
121.61'
NO3'00'43"E
C45
04'10'18"
2520.00'
183.48'
183.44'
N08'21'20"E
C46
81-29'39"
45.00'
64.01'
1 58.74'
1 S37'53'05"W
LINE TABLE
TANGENT
BEARING
LENGTH
Lt
N87'08'16"E
13.20'
L2
S7945'28"E
1.86'
L3
N36'14'13"E
5.40'
L4
S82'38'31 "E
8.25'
L5
N30'22'59"W
48.81'
L6
N46'11'20"W
13.29'
L7
N42'08'1CIE
14.14'
L8
S46'45'10"E
13.88'
l9
N43'13'45"E
14.67'
L10
S48'57'12"E
14.83'
L11
S00'27'47"E
14.96'
L12
N87'13'2 VV
13.81'
L13
N48'39'28"W
13.78'
L14
N80'28'47"E
65.31'
L15
S28'43'46'V
14.84'
L16
N1437'00"E
14.14'
L17
N30'22'59"W
13.81'
L18
S19'55'08"E
60,00'
L19
S09113'21"E
51.19'
L20
S17*17'32"W
50.32'
L21
S46'24'26'V
44.12'
L22
S20'26'47'V
26.34'
L23
S20'26'47'V
26.34'
L24
S64'05'50"E
14.34'
L25
S46'24'26'V
34.64'
L26
N46'24'26"E
34.64'
L27
S87'08'16'V
11.62'
THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
ULNIUN
l T R
IRS
LANTANA FUTURE 01h� % 5' CO RV SF NOT TO SCALE
PARCEL 31 1 k ESMT.
5 0 �� 0
RAYZOR RANCH, L.P. °�° ?'
\ VOL. 4552, PG. 465 A
D.R.D.C.T. O1� ey61 o is y/ N t7 cOn
40.00
Sa '
"'o. N
15 10. �< (0 PROJECT
p > a 40.00' „ 'HICKORY HILL LOCATION
A=08'23'01" o� s s s 2.95'
R=940.00' 5' SE RV o 6 a 14 °o•°: 6k ny a, 03
SMT. o s a. R 12
L=137.54' 6°', p s gy .3 in
y i ' 13 °-`fl'' p y° 55.09' 78 " FM 407
CH=137.42 0° s sa• o° 34.7s' o wZ
6I ,,. •p S 6 2.81' O
CB=N63'48'32"E ° a 12 °• �< oo �2.3 '� °g sao'2 '46„W -p• dZ p
IRS 6p0 Sp s� 128?3 0 �� FM 407
19
/ N68'00'02"E 5' COS- V p, o�s s 6°� / a2 C33 0 JETER
150.32' ESM 57.50 is 10 ° O6 p0 J j o S80'28'g6V TO
S s a. 6p. 61• "O. m 124 49' o FT WORTH TO ,r
N51'05'23"E IRS , o. o° ° a g o
:0
'
DALLAS
9 20NIA 'W VICINITY MAP (N.T.S.)117.21' o� sa• 0
60635.8s sa1425'S7"
N74'14'33"E 28 sF -0.6
20.00' �4'6.R=192.50'
4 m 21
r, ° L=48.49'
6 6 580'28'46"W IRS CH=48-36
O u / Ov'-`� 1.59. 60p 61�0 �"o, p3' F 61.On,�1 sa 19.45 ,, 116.03 , "
IR 2 s 2 5 / C6=S12'42 10 E
�O• 9. 2 9.53' > 5 0.0•. 2g , c,: 10 7.87'
SS: Si. 11 ,� > a F O , > ,s 21.40' 22
IRS L27 60• �, J• s a• I O
-i RAF Ct Cy 6°' , O. 4 'pp 9, 610° S"'O. 11 r� �,, L15 i,+ 48.49' S2 W IRS
COMMON >a o, > 27.37' c 'w a rn RAYZOR RANCH, L.P.
po 5'4COSERV� e ° a�� s s s 61 0° s 'saa. 29.sa' 29 r r>. 570° p0 0
AREA 3 °' ESMT. �° L2 °32 t 8s8' ;° 3 °p• o- 0 61' , a 12 'pps9, 3o.7a' A4 4329E 11y' pp VOL. 4552, PG. 465
A=08'20'52" sss'4T4s" m yo s sa' 1°0 's'a. F 3q N71' 4, / rnp 23 W D.R.D.C.T.
45.74' a O s 6' 0 0 0 76, l
R=1700.00' 1 } 1 19.66' C30 i Q 2 O- ro , 13 'Op SO. 02 9.54' N oo p4 y2 0
L=247.69' U 39.43' s A. 6p L 1 > ? 00 �1 9p \ 57a 1y 00 0
°6 3 30.65' 0 1 Oo',: C3t0, 6°? So. 14 0� y1' °1�j°�G 43• j\r 1 00 15' DRAINAGE ESMT.
CH=247.47' , o' O F k� 5 y9��.12 L24 o o rno 24 12N
N87'08'16"E A 28 ny� Si,' `s`�• 61" 181 rn 26
CB=N 1 1'3501 "W 129.23' ° D 15.69'> °' 15 ops0 sqR j 13.95' W ° 57%c 09/
N 2 N 29 y6 36 S 'Saa. �n 1 O° F,i •Ni 16 ,0 c,� pay2 rn Y' \ •p
0 0 `'� 16 'o J' 6 F,� O• y2. 70 0 0 'Z o
p, O N nt 65.Oq > o.°: ,�F, R 1 rn• s 11y� o & ; 0, 25
1' N87'O8'16"E N 'sas F 21 L16 25 27 0, o ,� W V,,
31 G _ >''• 11 os 21.5,' 6°' ,�E < L17 °'o W 13 2 °o. pay2, O
1 rn .. o c>3� W O•d'1 ,5p .(O , .s W o aye O 0
n `v 36A o r,; u' 18 'o cr rty' y9•S�•y'S 42.92' Oay2 0, s700 p0 rno 11 u�
'wwr Z IRS q�y oo o- r, 15 �\ s�0 Zg1 <, �1y' o > �n zt.3z'2s 20' UTILITY & SURFACE
0'N ^ Z nn 1�I- L13 TI 0 p5y \ a 13 24 m o 28 W° 0 36.35' 15'W DRAINAGE EASEMENT o 51e l00 200
A • i 16.41' 10 22.65' g2 7.39
o N o y .66 C.ZS / 43.36' ay2'W o0 7oOa 0 S7 11843 Oc3
fir" z ,p L10 115.76' L7 L1 C/ 57694 s 11y 5.58' o•� SCALE IN FEET
Y f q S75'22'58'E L4 33.39' n 29 0 27 2° p
P o r N87'O8'16"E 0 0-- CZq 14.14' n� r 0 28 'r
160.19 w V V Sp, 39.89' 23 0 o O ° BASIS OF BEARING:
Lg LS S3922'59"E / Y66. N85'55'48'V N87-34'07"W TEXAS STATE PLANE COORDINATE SYSTEM,
it5.09' N42'01'04"E 13.81 /^) ,y"' 07• o tv 115.00" 146.68' NORTH CENTRAL TEXAS ZONE NAD 83.
?6 O ESTABLISHED WITH G.P.S. FROM N.G.S.
=13'40'46" 115.25' -) 1417;.67' COMMON ti t) 1 23, 11 a 30 N ° 28
R=1050.00' rn o AREA 4 ° ^ LA 22 v 0� w� n MONUMENT "DTOB" IN JUNE 1999.
v w^ "� 0 .P• S42'02'25'V N V v
L=250.69 23 o w3Mp S O > ? j S0. ^i c 8.09' 'u
�. 20.44' uS• �,y 0 .oB S� 55.22' h�, ��2g0 0 ,•� N75•S4, o
51,
CH=250.09 S86'33'13"E �� v� C6� 'S 3 �ti / 2R 21 .S 3y .� h S 6, h t •51, IRS
CB=N00'34'12" ° t75.06' No a S 3 'op.T' L �' 0 1r 31 h 29
22 c� - p6�p° lSu' F hry7.75'S`Sj
.d. SI ? 28 �S S x•. O S•
COMMON 'M 12.60' 17.01' `I 6 O .p•iR. O Oo Nun,. 20 �• !y O� A, Sp`iA, 6`7' / °jh Iq�s4
,16.23 P yka s�� 6°6� ° �s� o° 320.E h 3" FINAL PLAT
AREA 2 IRS S88'42'15"E u 2 °' F O 4 6' > S• 28 O J• 83 y
y /s S• a 1 0 O �u 19 °O lr B 00 6 /3 SS 0 y 30
Z 21 'o O l 1 °O-i,�� 6°Op a�� �1 600 , SAS• ,t,�S• 330p u.• 6 00 S2. s,
co "E N Nu 1g �?R °� 00. 'SSS3 ° /0 4R- 3S8, 8e/ SANDLINO OF
�� o vp Nj7.15'64 0 0 oc5� po- �$ 1Q°3,1 6°O '/`TS, r0 O° Nei?• 34 Op u °00 600 /�'� 31
S. WOFFORD SURVEY �a o 136 °. P s " o o 'ss1 AN ADDITION TO DENTON COUNTY, TEXAS
ABSTRACT NO. 162 O'- �; 20 -12 A �o ��' o Nu n °o•R' oo e 'ss� N� op A•.
U n v n E O g0 0 ?? ,° 4 o u•. O O S. 32 /Y
SITUATED IN THE
Z h Q o N77.15'S2 x9 C227,.75. L 6 >S SS O �J�'S S�
o ti 169.07 x \ hti NR 1s'Oo A ° ° 6 �SSs d NA op x BUFFALO, BAYOU, BRAZOS &
1•- Z v ° l�""' °. 3• 6 .O �x 360p,R.. 00 O S. 33
zw Llt ',ems• ° �• 6°' o° ems. COLORADO RAILROAD CO. SURVEY
17.94' 28 L6 11.31, S S O / 3 ti• S S
LANTANA FUTURE oW n o O 19 NQ 15 0o O yR °O A`
o h^ R o°o yQ 3i°o.R'' 00 06 �9' 0 3. 34 ABSTRACT NO. 162 &
PARCEL 30 1 / �, x,, 9.10' o o0 5 6° r, ems. ytK'
W ss ^ s A ti 6° '�3s• s A S. WOFFORD SURVEY
N19'07'02"E 830, �.° 14 °0•6•' h S J �' oo Nuv: 35 °� R7i �
RAYZOR RANCH, L.P. / 73.21' 'sy 2s• Ns h° ro 2A 38°o R" °° �3�
VOL. 4552, PG. 465 s 18 Ro w h^ ,'R s `� 6° 1 °° '' �s t`O ABSTRACT NO. 1371
63. V° 7S °� ° /j �S.
D.R.D.C.T. N ;4sa•r4" ry0 O^ 13•pOS� ^h N31.59' Sp Su. Off' Op �'rrU, 36 °• k�ti 150 LOTS, 4 COMMON AREAS, 37.47 ACRES
ram' 9g• f h<b' / A,- . h0 uj, 39 � 60• . L'o 60' 11 S. 5
/ 17 /8392S� 23.9 L / O NR 37
o. OWNERS SURVEYOR:
S68'Sg n y' h� 40 °O u - 0°� / ):
RAYZOR RANCH, L.P. ��[ (�'
n 733 04'F h' 12 NSs So Ju 1 t l
M 1656.52' h N6s3g r° o //S /4ey h� kboo NuS3 38 °' /i ITS GENERALRAYZOR PARTNER
G.P.
q TC 0�2W 20.95''s S� 8401 N. CENTRAL EXPRESSWAY, SUITE 350 HWtt-Zobra, ina Enouwft l Architecture,
40.16'11 O 41 / ,L Oo yr DALLAS, TEXAS 75225 30 MeK" Ave, 3Ldto 600 !`aBaa Texas 75204
N622 32.30' '1'6S•38, �,'� ^ r) 39 /t PHONE: (21 4) 292-341 O Phone (214) 87t-33f1 i=ax (214) 87W757
FAX: (214) 292-3411 d {{ t^ RReca d ana
933 73"ky 32.30'�500? k o C h• ''SD u9n13.12'. D�V�N GS�INTY, 'EFX.'
Mr. MARK WAGNER, President
34.45' 24.44' 40 °' Mr. JOHN WAGNER, Vice President CYNTHIR'MITCHECL, COUNTY CLERK
42 IRS Mr. PAUL FARR, Secretary/Treasurer
34.45' N 4, 28 On Dec IS 2000
At 9:25am
77S..
� "C e=25'ST39" DENTON COUNTY DEVELOPMENT
IRS = 5 IT IRON ROD SET " S00• y R=192.50' ecordin 50258
29.46' DISTRICT NUMBER 4 Doc/M
WITH "HUITT-ZOLtARS" CAP 41 _
S� 0 18.44 . CH886.48 ARGYLE, TEXASH76226WAY 07 EAST Doc/Nuaq : 2000-R 219050
6191
IRS CB=S33'25'36"W (940) 728-5050 (940) 728-5058 FAX DDepu PA ' PLA
TMr, DON BLACKWOOD, President Y JonaiEer
2 Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. DAVID R.00DALEDENSON,reosurerAssstant Seo etarytary NOVEMBER, 2000 SHEET 3 OF 5
H:/Proj/Lontona/01271028/dwg/271028JF02.dwg
OWNERS DEDICATION
STATE OF TEXAS
COUNTY OF DENTON
WHEREAS, RAYZOR RANCH, L.P. and DENTON COUNTY DEVELOPMENT DISTRICT
NO. 4 are the owners of a tract of land situated in the Buffalo, Bayou,
Brazos, & Colorado Railroad Survey, Abstract No. 162, and the S. Wofford
Survey, Abstract No. 1371, Denton County, Texas, and being a portion of a
tract of land as described in Correction General Warranty Deed to RAYZOR
RANCH, L.P. as recorded in Volume 4552, Page 465 of the Deed Records of
Denton County, Texas, and also being o portion of those tracts of land as
described in Special Warranty Deed of Dedication to DENTON COUNTY
DEVELOPMENT DISTRICT No. 4 as recorded in Volume 4552, Page 603 of the
Deed Records of Denton County, Texas and being more particularly described
as follows:
COMMENCING at a 5/8 inch iron rod set with "Huitt-Zollars" cap at the
intersection of the northerly right-of-way line of Royzor Rood (variable width
street right-of-way) according to the plat recorded in Cabinet S, Slide 320 of
the Plot Records of Denton County, Texas and the westerly right-of-way line
of Lantana Trail (variable width street right-of-woy) according to the plot
recorded in Cabinet S, Slide 314 of the Plat Records of Denton County,
Texas;
THENCE, North 82 degrees 33 minutes 56 seconds East, a distance of 100.00
feet to a point for a corner on the easterly right-of-woy line of said Lantana
Trail and being the beginning of a non -tangent curve to the right having a
central angle of 40 degrees 37 minutes 08 seconds, a radius of 1250.00 feet
and being subtended by a 867.72 foot chord which bears North 12 degrees
52 minutes 30 seconds East;
THENCE, along the easterly right-of-way line of said Lantana Trail the
following courses:
Along said curve to the right, on arc distance of 886.16 feet to a 5/8 inch
iron rod set with "Huitt-Zollors" cap for a corner at the end of said curve;
North 33 degrees
11 minutes
04 seconds East,
a distance of
430.35 feet to
a 5/8 inch
iron rod set with
"Huitt-Zollors" cap
for a corner
at the beginning
of a curve
to the
left having
a central angle of
27 degrees
18 minutes 49
seconds, a
radius
of 2200.00
feet and being subtended
by a
1038.88 foot
chord which
bears
North 19 degrees 31 minutes
39 seconds
East;
Along said curve to the left, an arc distance of 1048.78 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
North 05 degrees
52 minutes
13 seconds East, a
distance of
184.68 feet to
a 5/8 inch
iron rod set with
"Huitt-Zollars" cop
for a corner
of the beginning
of a curve
to the
right having
a central angle of
18 degrees
36 minutes 41
seconds, a
radius
of 2000.00
feet and being subtended
by a
646.81 foot
chord which
bears
North 15 degrees 10 minutes
34 seconds
East;
Along said curve to the right, on arc distance of 649.66 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
North 24 degrees 28 minutes 54 seconds East, a distance of 234.54 feet to
a 5/8 inch iron rod set with "Huitt-Zollors" cap for a corner, the POINT OF
BEGINNING;
THENCE, continuing along the easterly right-of-woy line of said Lantana Trail
the following courses:
North 24 degrees
28 minutes
54 seconds East,
a distance of
445.61 feet to
a 5/8 inch iron rod set with
"Huitt-Zollars" cap
for a corner
at the beginning
of a curve to the
left having
a central angle of
18 degrees
12 minutes 43
seconds, a radius
of 2500.00
feet and being subtended by a
791.30 foot
chord which bears
North 15 degrees 22 minutes
33 seconds
East;
Along
said curve to the left,
an arc
distance of
794.64 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cop
for a corner
at the beginning of a curve
to the
left having a central
angle of
13 degrees
40 minutes 46 seconds, a
radius
of 1050.00 feet and
being subtended by a 250.09 foot chord which
bears
North 00 degrees 34
minutes
12 seconds
West;
Along
said curve to the left, on arc
distance of
250.69 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap
for a corner
at the beginning of a curve
to the
left having a central angle of
08 degrees
20 minutes 52 seconds, a
radius
of 1700.00 feet and being subtended
by a 247.47 foot chord which
bears
North 11 degrees 35 minutes
01 seconds
West;
Along said curve to the left, on arc distance of 247.69 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
THENCE, North 74
degrees 14 minutes 33
seconds East, departing the
easterly
right-of-way line
of said Lantana Trail, a
distance of 20.00 feet to a
5/8
inch iron rod set
with "Huitt-Zollars" cop
for a corner;
THENCE, North 51 degrees 05 minutes 23 seconds East, a distance of 117.21
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, North 68 degrees 00 minutes 02 seconds East, a distance of 150.32
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner at the
beginning of a curve to the left having a central angle of 08 degrees 23
minutes 01 seconds, a radius of 940.00 feet and being subtended by a
137.42 foot chord which bears North 63 degrees 48 minutes 32 seconds
East;
THENCE, along said curve to the left, on arc distance of 137.54 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cap for a corner;
THENCE, North 59 degrees 37 minutes 01 seconds East, a distance of 621.85
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner;
THENCE, South 05 degrees 29 minutes 11 seconds East, a distance of 474.84
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner at the
beginning of a curve to the left having a central angle of 14 degrees 25
minutes 57 seconds, a radius of 192.50 feet and being subtended by a 48.36
foot chord which bears South 12 degrees 42 minutes 10 seconds East;
THENCE, along said curve to the left, an arc distance of 48.49 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 19 degrees 55 minutes 08 seconds East, a distance of 465.17
feet to 0 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner;
THENCE, South 46 degrees 24 minutes 26 seconds West, a distance of 734.43
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner at the
beginning of a curve to the left having a central angle of 25 degrees 57
minutes 39 seconds, a radius of 192.50 feet and being subtended by a 86.48
foot chord which bears South 33 degrees 25 minutes 36 seconds West;
THENCE, along said curve to the left, on arc distance of 87.22 feet to a 5/8
inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 20 degrees 26 minutes 47 seconds West, a distance of 853.27
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner of the
beginning of a non-tongent curve to the left having o central angle of 08
degrees 11 minutes 16 seconds, a radius of 490.50 feet and being subtended
by o 70.03 foot chord which bears South 61 degrees 25 minutes 28 seconds
East;
THENCE, along said curve to the left, an arc distance of 70.09 feet to a 5/8
inch iron rod set with "Huitt-Zollars" cop for a corner of the end of said
curve;
THENCE, South 65 degrees 31 minutes 06 seconds East, a distance of 81.04
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for o corner;
THENCE, South 24 degrees 28 minutes 54 seconds West, a distance of 50.00
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for o corner;
THENCE, North 65 degrees 31 minutes 06 seconds West,
a distance of 81.04
feet to a 5/8 inch iron
rod set
with "Huitt-Zollars" cap
for a corner at the
beginning of a curve to
the left
having a central angle of 11 degrees 06
minutes 46 seconds, a
radius of
490.50 feet and being
subtended by a 94.99
foot chord which bears
North 71
degrees 04 minutes 29
seconds West;
THENCE, along said curve to the
left, on
arc
distance of
95.13 feet to a 5/8
inch iron rod set with "Huitt-Zollors"
cop
for
a corner at
the point of reverse
curvature of a curve to
the right
having
a central angle
of 11 degrees 06
minutes 46 seconds, a
radius of
309.50
feet
and being
subtended by a 59.93
foot chord which bears
North 71
degrees
04
minutes 29
seconds West;
THENCE, along said curve to the right;` an arc distance of 60.03 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cap for a corner at the end of
said curve;
THENCE, North 65 degrees 31 minutes 06 seconds West, a distance of 494.35
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner;
THENCE, South 69 degrees 28 minutes 54 seconds West, a distance of 35.36
feet to the POINT OF BEGINNING and Containing 37.47 acres of land, more or
less.
FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS :
RAYZOR RANCH, L.P.
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214) 292-3411
Mr. MARK WAGNER, President
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretory/Treasurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretory
Mr. JERRY GOODALE, Treasurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretory
HUITT-ZOLLARS
eHWQ-zCftr% tic. eomwing / ArcMact"
61:'MI�B1R AvaR 8Q0 i Texas 75204
t(` ax l2W) 87h0757
CYNTHIA MITCHELL, COUNTY CLERK
On Dec 15 2000
At 9:25am
Receipt f#: 50258
Recording: 124.00
Doc/Mgmt : 6,00
Doc/Num n 2000-RO119150
Doc/Type • pLA
Depu y -Jennifer,
NOVEMBER, 2000 SHEET 4 OF 5
OWNERS CERTIFICATE
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, DENTON COUNTY DEVELOPMENT DISTRICT NUMBER 4,
acting by and through the undersigned, their duly
authorized agent, do hereby adopt this plat designating
designating the herein described property as, SANDLIN ADDITION,
Denton County, Texas and do hereby dedicate to the
public use forever the street right-of-way and public
easements shown hereon. It is further affirmed that
the property within this plat is within the Extra Territorial
Jurisdiction of Division II City of Denton, Denton County,
Texas.
Denton County Development District Number 4
By:
�4zy�v"It�;
on BI ckwood a
President
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned Notary Public in and for the State
of Texas, on this day personally appeared Don Blackwood,
known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he
executed the some for the purpose and consideration therein
expressed, and in the capacity therein stated:
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS qHa
DAY OF"DtCCy I, & , 2000.
Notary Public in the State of Texas
My Commission Expires: LCA
�: JENNIFER L. MORRIS
;` s s
+'' ^` Notary Public, State of Texas
Fr, ,',F My Commission Expires
October 24, 2004
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, RAYZOR RANCH, L.P., acting by and through the undersigned,
their duly authorized agent, do hereby adopt this plat designating
the herein described property as, SANDLIN ADDITION, Denton County,
Texos and do hereby dedicate to the public use forever the street
right-of-way and public easements shown hereon. It is further
affirmed that the property within this plat is within the Extra
Territorial Jurisdiction of Division II City of Denton, Denton County,
Texas.
Royzor Ranch, L.P.
a Texas Limited Potnership
By: Rayzor G,P., Inc.
0
STATE OF TEXAS
COUNTY OF DALLAS
SURVEYORS CERTIFICATE ENGINEERS CERTIFICATE
KNOW ALL MEN BY THESES PRESENTS: I J. Anthony Sosebee, a Texas Licenced Engineer, do hereby
affirm that to the best of my; knowledge information and belief
THAT I, ERIC YAHOUDY , Registered Professional Land and based upon the information provided, the drainage
Surveyor, do hereby certify that this plat was prepared improvements shown on this plat will have no adverse effect
from on actual and accurate survey of the land described on any property adjacent to the property „shown. I further
hereon, and that the corner monuments shown hereon were declare that I will accept full responsibility for the integrity of
found or placed under my personal supervision in accordance the drainage design and will defend and hold harmless Denton
with the Ordinances of Denton County. County from any claim or litigation arising out of any errors,
omissions or other acts of negligence in the preparation of
4 same.
ERIC OUDY, P.L.S. #4862 Date �Q,,.•....•p$j _ J. bee, Anthony Sos P.E. 59012
� o•�aafsrr9 •.
� • IZ. —(F�_ C`Q.� �y. aeaa.ee asneoe>.aocoaoosrsaaea�e'n
�IE%ti•4y aa;-'N A 11HONY SOK-BEC
.••.......... �.vO�iBa0yBf3tl06nh(y'pyp®.Opy p'q
ERIC JOHN YAHOUDY 39012 a
d �.J
STATE OF TEXAS � ,0 4862 ����5 ;�c5�•��,�'^�yd�""'
9••'9aF55S10�;P•�Q 4F �M 4 ,t
COUNTY OF DALLAS /Ln •.•...•�1
BEFORE ME, the undersigned Notary Public in and for the
State of Texas, on this day personally appeared Eric Yahoudy
known to me to be the person whose name is subscribed
to the foregoing instrument and acknowledged to me that
he executed the some for the purpose and consideration
therein expressed, and in the capacity therein stated:
GIVEN UNtb1fic
MY HAND AND SEAL OF OFFICE THIS
DAY2000,
!~
. "Yp�o` E DARLENE FANNON
/$oF,.....�s,'; NOTARV PUBLIC
Notary Pinthe State of Texas Nt State of Texas
C� j Te �r• Comm. Exp 09-20.2004
My Commission Expires:
BEFORE ME, the undersigned Notary Public in and for the State
of Texas, on this day personally appeared Mark Wagner,
known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he
executed the some for the purpose and consideration therein HEATHER A. ODEN
expressed, and in the capacity therein stated: f, ; ` COMMISSION EXPIRES
JANUARY 25, 2003
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS
DAY OF DMC%V115CK , 2000. 11
Notary Public in the State of Texas�i(
My Commission Expires: 1-86-022
CERTIFICATE OF APPROVAL
Approved this
�Da� day of
0 C4o- elr-
, 2000.
by the Denton
County Development
District Number 4, Denton
County, Texas.
rZ (President)
FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY. TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS :
RAYZOR RANCH, L.P.
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, SPHONE: TEX(214) 7292 53410
FAX: (214) 292-3411
Mr. MARK WAGNER, President
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretary/Treasurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY GOODALE, Treosurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HUITT—ZOLLA! V
Hutt-2olwe, Inc. Enpineerlop / Architecture
3131 McKinney Ave. Bute 600 Dallas, Texas 75204
Phone (214) 871-3311 Fax (214) 871-0757
NOVEMBER, 2000 SHEET 5 OF 5
This
of
by I
iFgti%t%% MIIIi 1JJ
^6q
CERTIFICATE
Court.
AM'GWNTYcoliil in:
CYNTHIA MITCHLLL, COUNTY
On Dec 15 P000
At 9:25am
Receipt #: 50258
Recording: 124.00
Doc/Mgmt : 6.00
Doc/Num 2000-RO, 19150
Doc/Type PLA
Deputy -Jennifer
RECORDING INFORMATION
H:/Proj/Lontona/01271028/dwg/271028JF03.dwc
a►Z
j } DENTON COUNTY------ it 1
I j DEVELOPMENT DISTRICT NO. 4
VOL 4584, PG_ 1180
n v q D.R.D.C.T. I %
POINT OF COMMENCING
I IRi I 11
I.
III
1 i
ii
e=40•37'08" 1
N82.33'560E R=1250.00' I I
100.00' L=886.16'
CH=867.72' RS
CB=N12'52'30"E / /1
Y/ 1
IRS
A=27'18'49" 1 1
R=2200.00' 1
L=1048.78'
CH=1038.88' 1 1
CB=N19'31'39"E
1 1 l
jl
------------
, f
1 1
1 j f
I
i
i e
i ,IF
�p ,
AMENDED PLAT. >
THIS PLAT WAS PREVIOUSLY RECORDED IN CABINET S, PAGE 342 f i
AND IS NOW AMENDED TO CORRECT THE FOLLOWING DIMENSIONAL `
ERRORS; !t
1. THE COMMON LINE BETWEEN LOT 1 AND LOT 2, BLOCK 28C
HAS BEEN CORRECTED FROM 121.75' TO 121.83'. I
1
2. THE DIMENSION ALONG THE FRONT OF LOT 52, BLOCK 28C
HAS BEEN CORRECTED FROM 60.00' TO 57.06'.
3. THE EXTERIOR BOUNDARY DIMENSION ALONG THE SOUTHEASTERLY
SIDE OF THE ADDITION HAS BEEN CORRECTED FROM 873.32' TO
853.27'.
4. ADDED CENTERLINE CURVE DATA (CURVE NO. 53) AT THE
INTERSECTION OF OWENS STREET AND HOLLIDAY ROAD.
i 552 G CT NO LANTANA TRAIL
603 4 (VARIABLE WIDTH
CAB. S. SL. R1a.O.
t W.)
/ 3f 7' r-._..'�"'�.... ;�5 P.R.D.C.T.IRs
�fN05.52'13"E_-j
1 / 184.68' �! 1
I ` r
i
I
RAYZOR RANCH, L.P.
VOL. 4552, PG. 465 \
D.R.D.C.T.
1
,{ I
I '
1`
i
it
i
l
I
Approved by Denton County
1>cv, opment &Ipp01t COSninj..ceV
=
y --
Dat('�_t—(7I 1846
IRS = 5/8" IRON ROD SET
WITH "HUITT-ZOLLARS" CAP
IRF = 5/8" IRON ROD FOUND
WITH "HUITT-ZOLLARS" CAP
A=18*36'41 "
R=2000.00'
L=649.66'
CH=646.81'
CB=N 15' 10'34"E
N24'28'54"E
OWNERS :
RAYZOR RANCH, L.P
L 100 200 400
SCALE IN FEET
BASIS OF BEARING:
TEXAS STATE PLANE COORDINATE SYSTEM,
NORTH CENTRAL TEXAS ZONE NAD 83.
ESTABLISHED WITH G.P.S. FROM N.G.S.
MONUMENT "DTOB" IN JUNE 1999.
[ POINT OF BEGINNING]
AMENDED FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214)292-3411
Mr. MARK WAGNER, President
Mr.. JOHN WAGNER, Vice President
Mr. PAUL PARR, Secretary/Treasurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretory
Mr. JERRY GOODALE, Treosurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HUITf-ZOL[ARS
Hunt-2ounk kw. E Vh"rk,p / Arohttechre
30 McKir" Ave. Suite 600 Datae, Tex" 75204
Phone (214) 87t-33tl Fax (214) 971-0757
Filed for Record -in:
DENTON COUNTY TX
CYNTHIA MITCHkLL, COUNTY CLERK
On Apr 19 2001
At 9:36am
Receipt It: 19175
Recording: 18400
Doc/Mgmt 6.00
Doc/Num 2001-R0034990
D8c/Type PLR
epu y -Felicia
FEBRUARY, 2001 SHEET _1 OF 5
H:/ProjAontono/01271028/dwg/271028JFOtAt.dwg'
`ots
GENERAL NOTES:
1. WATER AND SANITARY SEWER SERVICE TO
BE PROVIDED BY:
UPPER TRINITY REGIONAL WATER DISTRICT
396 WEST MAIN STREET, SUITE 102,
LEWISVILLE, TEXAS 75057
P.O. BOX DRAWER 305.
LEWISVILLE, TEXAS 75067
(972) 219-1228, (972) 221-9896 FAX
2. ALL FRANCHISED UTILITY SERVICE TO BE
PROVIDED BY:
COSERV
7701 SOUTH STEMMONS FREEWAY
CORINTH, TEXAS 75065
(800) 274-4014 (940) 270-7790 FAX
3. THIS PLAT IS NOT WITHIN A FEMA-DESIGNATED
FLOODPLAIN. FOR LIMITS OF THE 100-YEAR
FLOODPLAIN IN THIS AREA, REFER TO FEMA
MAP NUMBER 48121CO526 E APRIL 2, 1997
DENTON COUNTY.
4. THE MAINTENANCE OF PAVING, GRADING AND
DRAINAGE IMPROVEMENTS AND/OR EASEMENTS
SHOWN ON THIS PLAT ARE THE RESPONSIBILITY
OF DENTON COUNTY DEVELOPMENT DISTRICT
NO. 4 AND DO NOT CONSTITUTE ACCEPTANCE
OF SAME FOR MAINTENANCE PURPOSES BY
DENTON COUNTY.
5. ALL LOT CORNERS WILL BE SET UPON COMPLETION
OF CONSTRUCTION USING 5/8" x 18" REBAR
WITH YELLOW PLASTIC CAP STAMPED "HUITT-ZOLLARS".
THE CENTERLINE OF THE STREET RIGHT-OF-WAY WILL
BE MONUMENTED WITH A SCRIBED "X" IN CONCRETE
AT THE P.C.'S, P.T.'S AND INTERSECTION POINTS.
6. ALL STREET R.O.W. AND COMMON AREAS (EXCEPT
COMMON AREA NO. 4) WITHIN SANDLIN ADDITION
ARE PRESENTLY OWNED BY DENTON COUNTY
DEVELOPMENT DISTRICT NO. 4 AS RECORDED IN
VOL. 4552, PG. 603 D.R.D.C.T.
/COSERV
ESMT.
S67'00'54"W N32'59'06"W
N67'00'54"E
11.57'
S67'00'54"W
2.00'
rah
use
CURVE TABLE
CURVE
DELTA
RADIUS
I LENGTH
CHORD
CHORD BEARING
C46
85'57'52"
20.00'
30.01'
27.27'
S22'32'10"E
C47
138'00'41"
50.00'
120.44'
93.36'
S03'29'15"W
C48
08'02'30"
540.00'
75.79'
75.73'
S28'30'09"W
C49
04'02'07"
525.00'
36.98'
36.97'
N22'27'50"E
C50
04'02'07"
550,00'
38.74'
38.73'
N22'27'51"E
C51
02'55'30"
490.50'
25.04'
25.04'
N55'52'05"W
C52
11'06'45"
309.50'
60.03'
59.93'
N59'5T43"W
C53
85'S8'OS"
45.00'
67.52'
61.36'
N22'32'18"W
0
COMMON 62?
AREA 2 14 9 s69
A=18,12,43" 79331E o' / �' 9
3
R=2500_00' F o 9. -.
i L=794.64' S6 13 00 o EES 3p,
CH=791.30' oo E963'E3F �• / ( 8 G
CB=N I 5i22'33"E moo. t28S S6g3
j LANTANA FUTURE - / o / o0 7753731E
PARCEL 30 3 �E 3'73'• o �' 7 p0'
, � O' oo' 6.3J• F .�
i RAYZOR RANCH, L.P.
3 ,
VOL. 4552, PG. 465 EE 3J E3„ o o% ' 6 OJ c
D.R.D.C.T. %t Q 3 O' o >2S, F o w
t0 % o 56935 c
E796'EJ•F
`
! 0' \ f 1 \ IRS 17 J6' 9 ZZ/ p S69 3'E o
o ES 0 3 0
J6 F o o /h o sg• 4 p o N69
8 o Z. oo EES.3 j3,F oo 1741
;
E2>3 E3'F / d 3 Op co
i
ti 7 3 EE
(f t \�..�y / OZ• ��tio. c 0C
S6^JJ.717S.pp3F 50
2�4j os69
f
0.67' 693 EE J`;'
o 7,3e
62.66' 18.66, EES OJ,F
' L.3 a 0 51
S89'18'54" S 5
130.33' 3'E3.,F
y 16.43' 40.00' � 96 6 n'O h 7 Op
~ a� fl q 5 / 8.86' o DNS 6' �b 52 0
COMMON
AREA 2 0. t3.81.ya/17.77 (Sp"R S�FF lOS2 0
�� p o A7 r Ns71
9' o
SURVEY ABSTRACT o... �'% `\ 4 oo 6Qop• 2J8>\w
_
\ LINE p Sg 68p• L2��,
POINT OF BEGINNING
S69'28'54"W
/ 1 35.36"
f
J
//
TYPICAL
COSERV EASEMENTS
EQUIPMENT
EASEMENT
3
wo
20'
SWITCH GEAR
20'X20'
L
120'
w
w
LOT LINE
N
TRANSFORMER
8'X10'
10
w/PEDESTAL
3'X6'
8
3' LOT LINE
6,
HANDHOLE
5'X5'
5 5'
w/PEDESTAL
3'X3'
3' 3' LOT LINE
o' \ ^, '16' o do 2 O 29 f
5' COS`ERT 3653 0 ,e 600 . �^ a No' 1 oR' Q o
s \ o Cj o ,
IRS \ J "� 6 2 2• /
- s 5. 6q 3S "�' `0'0�0' �Ow
4J9J06
�rno 0
LANTANA FUTURE Ngs, S R/q@<FpgRkW �33 `° "o a
PARCEL 27 / 3� p6 R, wq ,15.00', a�
RAYZOR RANCH, L.P. IV 9,
VOL. 4552, PG. 465
\,DC.T.
'ti r J
10' 3
43
44
0
S19331E oo'
00 776 0p3 £ o
ro 45 /
0
Sg o
00 1jS, pQ3 F `°
0 46 /
O
S6g 33 11
0
28 41
B ,o
i 3 oo S
77S. pp, F o 3� o
48 CO c,'
pp. W o op EES
4, o
0 2/ 4;
3,7
7S, p0
00o 0 48
o' 893
� / oo EE53�E3'f
28 p0'
j o CO 49
ss93
/ o0 775p7 F
50
/ S6g3J.
51
b
0 7S
i 2.94' 52
29' 53
54
v -bMMON-�C�-/ IRS
AREA SSS31
\p6,F IRS
/ IRS 23 \
SIRS—
IRS
/ G=11-06'46- Awl
R=309.50'
L-60 03'
* THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
CH=59.93'
CB=N71'04'29"W
A=1 1'06'46"
R=490.50:
L=95.13
CH=94.99'
CB=N71'04'29"W
N65'31'06"W
81.04'
IRS = 5/8" IRON ROD SET
WITH "HUITT-ZOLLARS" CAP
LINE TABLE
TANGENT
BEARING
LENGTH
L27
S20'26'47'W
19.20'
L28
S24'28'54"W
34.57'
L29
S16'13'54"E
13.05'
L30
S86'40'59"W
2.12'
L31
S67'27'50"W
13.64'
L33
N69'28'54"E
14.14'
L34
N20'31'09'W
35.36'
L35
N65'31'06"W
30.00'
L36
N20'31'07"W
14.14'
L37
S24'28'54"W
40.00'
DENTON
T r\
/\ o
s 3SF NOT TO SCALE
n�
S
J�
PROJECT
HICKORY HILL LOCATION
s
FM 407
FM 407
E , p0 `� JETER
42 TO
9 D FT WORTH TOAS
'Spo3F VICINITY MAP (N.T.S.)
43
44 / II
F933, , NOTES I. REDUCE FRONT YARD SETBACK BY 5' WITH J-DRIVE.
7S.0p,
45 2. REDUCE REAR YARD SETBACK TO 10' MINIMUM WITH
DETACHED GARAGES.
7�3 f 3. SIDE YARD SETBACKS ADJACENT TO STREETS SHALL
BE INCREASED BY 5'.
REAR YARD
0 510 100 200 SETBACK
SIDE YARD
\ SCALE IN FEET SETBACK
b• 5' 5'
c° BASIS OF BEARING:
TEXAS STATE PLANE COORDINATE SYSTEM,
�N NORTH CENTRAL TEXAS ZONE NAD 83. SIDE YARD I
ESTABLISHED WITH G.P.S. FROM N.G.S. SETBACK �
MONUMENT "DTOB" IN JUNE 1999. - - - - - FRONT YARD
SETBACK
S. WOFFORD SURVEY /
ABSTRACT NO. 1371 j _�� STREET R.O.W.
BBB & CRR SURVEY i' / �� TYPICAL MIN. BUILDING SETBACK LINES j
ABSTRACT NO. 162 \ SETBACKS APPLICABLE TO ALL LOTS
UNLESS NOTED OTHERWISE
AMENDED FINAL PLAT
A=08' 1 1' 16" O F
R=490.50'
L=70.09' SANDLIN ADDITION
i
CB=S61o25'28"E AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
8104'06"E . ' BUFFALO, BAYOU, BRAZOS &
8104i
IRS / / �' COLORADO RAILROAD CO. SURVEY
\% ABSTRACT NO. 162 &
S24.28'54"W S. WOFFORD SURVEY
50.00' ABSTRACT NO. 1371 j
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS SURVEYOR:
RAYZOR RANCH, L.P. I1 I! R(\�
ITS RAYZOR RANCH, G.P. �" UITT-0-OLLA S
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350 HWtt-2olars, III ErQnowft E Ard techre
DALLAS, TEXAS 75225 31M MI Ave. "a BOO Dalas• Texas 75204
PHONE: (21 4) 292-341 O Ptwne(214) SA-33t1 Fax 04) 871-0757
FAX: (214) 292-3411 Fi gd pgRecord in:
Mr. MARK WAGNER, President DEN UN COr• UNTY TX
Mr. JOHN WAGNER, Vice President CYNTHIA MITCHLLL, COUNTY CLERK
Mr. PAUL FARR, Secretory/Treosurer
On Apr 19 .`:v001
DENTON COUNTY DEVELOPMENT At 9:36as
i
DISTRICT NUMBER 4 Receipt tt: 19175
2401 F.M. HIGHWAY 407 EAST Recording: 184.00
ARGYLE, TEXAS 76226 Doc/Mg®t : 6,00
(940) 728-5050 (940) 728-5058 FAX Doc/Nupe : 2001-R0034990
�P PLA
Mr. DON BLAANDRUS, President Depu y-Felfcia
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretory
Mr. JERRY GOODALE, Treasurer/Asst. Secretary FEBRUARY 2001 SHEET 2 OF 5
Mr. DAVID R, DENISON, Assistant Secretory
I
H:/Proj/Lontono/01271028/dwg/271028JF01A1.dwg j
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD I
CHORD BEARING
C1
27'31'15"
450.00'
216.15'
214.08'
N73'22'39"E
C2
12'06'26"
250.00'
52.83'
52.73'
S65'40'14"W
C3
19'00'54"
170.00'
56.42'
56.16'
N69'07'28"E
C4
110*51'45"
45.00'
87.07'
74,11'
N64'57'06"W
C5
1923.55"
332.50'
60.35'
60.26'
S14'43'11"E
C6
66'19'34"
250.00'
289.40'
273.51'
N13*14'39"E
C7
25-57*39"
332-50' 1
150.66'
149.37'
S33'25'36'W
C8
25'57'39"
612.50' 1
277.53'
275.16'
S33'25'36"W
C9
76'47'25"
150.00'
201.04'
186.32'
N08'00'44"E
C10
5114 53"
200.00' 1
180.87'
174,77'
S20'16'51"E
C11
08'29'22"
1210.00' 1
179.28'
179.12'
NOt'22'57"E
C12
147'53'13"
5000'
129,06'
96.10'
S13-11'39"W
C13
2731'15"
145.00'
69.65'
68.98'
N7322'38"E
C14
158'11*04"
50.00'
138.04'
98.19'
N41'17'27"W
C15
10.23'55"
307.50'
55.81'
55,73'
S14*43'11"E
C16
66'19'34"
275.00'
318.34'
300.86'
N13'14'39"E
C17
25*57*39"
307.50'
139.33'
138.14'
S33'25'36'W
C18
2914'38"
637.50'
225.24'
224.07'
S30'34'05"W
C19
46*24*29"
225.00'
182.24'
177.30'
S17'34'37"E
C20
08'20'52"
1720.00'
250.60'
250.38'
N11*35.01"W
C21
01'48'26"
1070.00'
33.75'
33.75'
N06'30'22"W
C23
06'52'12"
1235.00'
148-08'
147.99'
NO2'11'32"E
C24
24'54'2,
1 1 1.10
1 206.49'
204,87'
N72'04'15"E
C25
44'51'58"
175.00'
1 137.04'
133.56'
S16-48'21"E
C26
06'04'16"
1185.00'
1 125.5C
125.50'
NO2'35'30"E
C27
76'47'25"
125.00'
167.53'
155.27'
NOS'00'44"E
C28
24'35'47"
425.00'
182.45'
181.05'
N71'54'S5"E
C29
19'45'49"
310.00'
106.93'
106.40'
N75'04'28"E
C30
81'29'39"
20.00'
28.45'
26.11'
S37'53'05"W
C31
05'34'32"
310.00'
30.17'
36.16'
N62'24'17"E
C32
19'00'54"
195.00'
64.72'
64.42'
N69'07'28"E
C33
t 10*51'45"
20.00'
38.70'
32.94'
N64'57'06"W
C34
12'06'26"
275.00'
58.11'
58.00'
S65'40'14"W
C35
03'07'03"
357.50'
19.45'
19.45'
S11'04'45"E
C36
1 21'2158"
175.00'
65.56'
65.18'
1 N19'39'00"W
C37
157'32'27"
50.00'
137.48'
98.09'
1 N07-21'29"E
C38
22.46'28"
175.00'
69.56'
69.10'
N35'01'12"E
C39
25'57'39"
587.50'
266.20'
263.93'
S33'25'36"W
C40
0658'49"
472.50'
57.56'
57.53'
S27'S7'72"W
C41
12'06'26"
225.00'
4Z55'
47.46'
S65'40'14"W
C42
66'19'34"
225.00'
260.46'
246.16'
N13'14'39"E
C43
25'57'39"
357.50'
161.98'
160.60'
S33'25'36"W
C44
06'30'56
1070.00'
121.68'
121.61'
NO3'00'43"E
C45
04'10'18"
2520.00'
183.48'
183.44'
N08'21'20"E
C46
81'29'39"
45,00'
64.01'
58.74'
S37'53'05"W
LINE TABLE
TANGENT
BEARING
LENGTH
L1
N87'08'16"E
13.20'
L2
S70'45'28"E
1.86'
L3
N36'14'13"E
5,40'
L4
S82'38'31 "E
8.25'
L5
N30'22'59"W
4581'
L6
N46'11'20"W
13.29'
L7
N42'08'16"E
14.14'
1_8
S46'45'10"E
13.88'
L9
N43'13'45"E
14.67'
L10
S48'57'12"E
14.83'
L11
--- . 7'47"E
14.96'
L12
N87'13'21"W
13.81'
L13
N48'39'28"W
13.78'
L14
N80'28'47"E
65.31'
L15
S28743'46"W
14,84'
L16
NI4'37'o0"E
14.14'
L17
N30-22'59"W
13.81'
L18
S19'55'08"E
60.00'
L19
S09'1S21"E
51.19'
L20
S17'17'32"W
50.32'
L21
S46'24'26'W
44.12'
L22
S20'26'47'W
26.34'
L23
S20'26'47"W
26.34'
L24
S64'05'50"E
14,34'
L25
S46'24'26'W
34.64'
L26
N46'24'26"E
34.64'
L27
S87'08'16'W
11.62'
* THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
%C%%%
TO
DENTON
i
IRS
LANTANA FUTURE 5� �.. S' CO RV Ir SF NOT TO SCALE
PARCEL 31 101 I ESMT.to
^�
O
RAYZOR RANCH, L.P. 6L, �/N
\ VOL. 4552, PG. 465 �F h61 76 o N 17
D.R.D.C.T.can
Y40.00' N J / moo. t5 a0.n, u? PROJECT
\ \ A=08-23'01" 0�° s fr �' 2.95' 40.00' "tt j HICKORY HILL LOCATION
/ 5' SERV 6 to oo.�: a ay a1 w f
R=940.00' SMT. po° s a• 5 L3 12rn
1=137.54' 6 5 o. t 3 'oo y, 5 y0 18 FM 407 s
72
CH=137.42 6pOp ss i� 6 �° 34.75' 281' 'A O wO
CB=N63.48'32"E o. 6"w a a> ^A
\'•✓ �% / \ \ IRS p0° v` s\fir'• 6°Op 2.3 t28�3 Poo O¢
a vc) FM 407
N68'00'02"E 5' COSE V oa 6° / ati C33 o v `� JETER
C2 o• a W TO
150.32' ESM 7.50' , 10 0� o° J TO
`s O• 1• s w 124 49 0
N51'05'23"E \ IRS o. o FT WORTH
6 6 ;p,� 9 o DALLAS
117.21s 9 ° I 6s w o w o 20Cr
VICINITY MAP (N.T.S.)
BO BS 35.83' 8 �� �; Ng9.91 L i 8 61 •4 -IN
N74'14'33"E \ \ 28 0�° P� a 1°° s 214 17' op• t20.26 A=t4'25'S7"
\\ IRS 'ySy CO 6 Ro 6 ' 7 ,9., R=192.50'
20.00'\\ \ Oy 5 jv ��� 7 '\ : O p ONpO O� Sa O 9pp0 L54 rn 0 21 n L=48.49' If��"�I
�0, , 6 .a c3` 0 � O R 61. DSO• • O.r a6? rn o '46"W IRS II V
47.09' ' 9= / l5 6 0 CH=48.36
O 7 w'.`0: 1.59, pp° 1p0 s s F 61O'11 s 19.45' ,, 156.0.
IR �Oti sug, 5 �^ 6 6 0• 5 °o.�•. �� 28 �a�: 10 21.40' 7.8T
CB=S t 2'42' 10"E
O. �s 22
IRS 6R) L27 � p'y1 J's fir'• 61 �p S O -� W. L7 S w cr 48.49' �N IRS
COMMON 7 4 F O.O: 6 ' ��0. sit �3 A: 27.37' nw a52• s RAYZOR RANCH, L.P.
0 5' COSERV • o g s s a
a e a s S 115' VOL. 4552, PG. 465
AREA 3 a�• a o O. '.. �. E °
ESMT. c L2 t8.98' 3 0. °� 6 ,o. t2 00.0., 30.74' 1.a'28 rn 23 o D.R.D.C.T.
A=08'20'52" 47'4 " e- g0 s s �• , o 'spa. F a 7 4� o W
_ 45.74' �Q. 2 ooso: 06 Q oN 76 9.54' R=1700.00' 119.66' C30 z �/_°/
L=247.69' n0 3 39.a3' 1 00 C310, 66� 1 0. ta�so s 610p O`' pal a39a 0 S t1 z4 25 00 15' DRAINAGE ESMT.
1 Nr_ 30.65' 'S 0. Off. �; L2a Os• rn 1
CH=247.47' 0 28 F a5 yo s .sa, F pd 59 1` '- o 0 5 2 w
CB=N11'35'01"W N87' 8'1 O a�. 1561. E� tJ 18 rn 26 N,rn, 0 2 a5/
0 a
129.23' 15.69'� O. yt 13.95' W S 04/ m
1,F•R p:Nl 2�6 `fl iir •01* 5 m .4
2 6 0 16 '0 3 6 E� R 10 O 57 Op O
o n n 6 .04 0.9, 0. 115 O u\s 0 25 S
.c w v' N �, m• F 1 l5 L16 25 27
N87'�.a 21.51 6 ^� a' O o 4 2 O
17 '0 1 L17 o W A
121.83' p O, S y2 p0 W,
x m o r w, 5 S� g 42.92' 2 W oo•
yv� Z 36.47' 0 6 18 'oos a5' ag9 5y5 y 0�pti5, r T�1y00 0 �y �� 20' UTILITY & SURFACE
r a IRS 1 6 N , 0 5 Z9 o ✓- m 21.32'26
0 o �" � � .5'S \ a+ 13 24 0' m 28 0• 0 36.35' ^ DRAINAGE EASEMENT 0 50 100 200
` AU' Z 1 =� 116.41' ( Lt3 'I� 1p0• 22.65' O 4,y0Y1 577.3 '1 W .P I _.I
I .28 / 43.36' 4 52 W o. p° tt8.a3 cdS
RCN _ 115.76' L7 C/ S75'22'58"E 57��6ga S7 1155 58. > > SCALE w FEET
r .y L10 L1 14.14' %o L4 1 33.39, cn :� 0 20
S a1 NS7•0g 16"E .0 iO CZa in i. 29 27 28
a p a S30'22'S9"E a N O° BASIS OF BEARING:
t 60.7 9' s0 u v S 39.89' io C
COMMON 13.8t °• 23
{ Lg LS N N85'55'48"W N8T a' 7'W TEXAS STATE PLANE COORDINATE SYSTEM,
11 9 ^I N42'O1'04"E RAYZOR AREA
L.P. N ati� 620j'10„ o w1 t t5.00' 146.68' NORTH CENTRAL TEXAS ZONE NAD 83.
A=13.40'46"1 115.25' 14.67' °�' S Q?3, W 0 30 ° 28 ESTABLISHED WITH G.P.S. FROM N.G.S.
I _ VOL. 4670, PG. 3180 22 h h w10
R=1050.00'I 23 w3 S D.R.D.C.T. �j p �J�S42'02'25'V NS9 M�U 809 MONUMENT "DTOB" IN JUNE 1999.
1=250.69'y o roo 20.44' u o ? S• 55.22' ?g, o N2 • o
+ vw �i-.Oct 77 O 4'g5„
CH=250.091.73"E 'iss•°. / s x h s s'• rn 1 S1, w
_'� 0 tiQ 21 u• OO k� 86. IRS
CB=N0034'12"W. 115.06' No tiN°p Sy 3 °p,x� VV ,SSs p0 4rS 3t 29
i 1 00
22 al - Sao 0° 28 ,� ?S �7.75' S ; R O� 60' ��s S, 24.94' o` / At,
COMMON 'n 12.60' 17.01' '' •�`bbll E o `3u, O °° F.i• 20 li 60. • ,y p`?u•• C��' 74js'
i AREA 2 IRS S 8'4 '1 "E �0 SR. z ° F 6° '� �3. 28 O° RT. 32 li 83;h AMENDED FINAL PLAT
1 t 6.23' 0k ', `�S. 0 IV I O `fir O O 6° �� `�S• 30
' cu'n S° JF,• O `Vd '\,o °p '1�yS 7 g O• bC1 ; ,y S'O Jp - o .ys?OF
I 2t O �n k6 p`I.' y0 ��.?s• p0 uS• 33 °' (00 43.27'1,36•
I 2
SANDLIN ADDITION:58
t8S
ZV o v N7Yt 64 rn rn ,� {F°� by , Js 6p0 xJ. 34 O• li 60� - <0',sS,
S. WOFFORD SURVEY j�� t3620 ° U20° �oP 9 y so r•. 0 6° ' �S• s°' AN ADDITION TO DENTON COUNTY, TEXAS
ABSTRACT NO. 162 01 c; • `� °0 3 17 ° 'i o 4 so fir•. o o° �Rs. 32 °
000. ! .,E - °`go bo. , ,7s; bpo >:s. 35 SITUATED IN THE
Z"h9 + N771g52 A° �27.75' o 0 6° ''ems• Sow BUFFALO, BAYOU, BRAZOS &
169 07 ' v `L 'l' 16 O • O S ? , O �'u °•
5 x lY O 'O u. O O �? 33 7L
u1 ° y° '; �5. Ooa tiR 36 ° 6°? 10 6°' ',3s• COLORADO RAILROAD CO. SURVEY
17.94' 28 L6 11.31' S O 3 L S S
W 19 '<' 15OO y,, p0�s S� ti� y0 �.°O,u.,
LANTANA FUTURE oo O q1 Ru• 6°O yz 37°0•�' o° �6�° °o Rs' 34 �` tK ABSTRACT NO. 162 &
PARCEL 30 -� / IN �, R,. 9.10' , 0 3• 60 a 6° '� �s• yp .
}w 1 sse, 'N ^ s A ti V, 'ass• so`�A: S. WOFFORD SURVEY
W ( N 19'07'02"E 7 30, 14
O° 6� 05 ?�" 00 yAJ - 35 O' $
RAYZOR RANCH, L.P. o 73.21' 18 s9 os' 4s,R h�tie tiAs 38 0• Bop ��� eo ,, as• tiro ABSTRACT NO. 1371
VOL. 4552, PG. 465 63, o M� h i s 03 6 �� ss• y�o o 41 s o3A ti�
a • o ^ c ° s•• y 31.ss' s s F Q o A 36 150 LOTS, 4 COMMON AREAS, 37.47 ACRES
D.R.D.C.T. ^ 74698gF �� NS 13 ° h° �u5, 39 ' " ", , L/SAS. yt
17 / 7839, ��^ ,�s S2 23.9 V ° 37 0
o OWNERS SURVEYOR:
68, ,. 5003)L •1 .°Oy)Y �' 7`�J II III
^ 733s''0 �� ^ t2 " Nse 40 0 o ti 'so �z•. RAYZOR RANCH, L.P. H� I1��
ro 3 o r -3g o• by: RAYZOR RANCH, G.P.
M ZOLLARS
16 6.52'77S 7AB•• �ry , �� ITS GENERAL PARTNER
�) •�, 71S 7 h 00• �L 'S S• 8401 N. CENTRAL EXPRESSWAY, SUITE 350 H-Z°1ar� k'a'eg ArcMt°chre
40.16' 00' w 41 �/ 20.95' �JQ„ DALLAS, TEXAS 75225
31M McKinney Ave. Su to 600. Oaks, Texas 75204
L22 32.30' 4'6S. I C) 4- 39 li PHONE: (214) 292-3410 e or RecarclF6in�t
3 ,�� ,72g, 13.12', FAX: (214) 292-3411
1^ • N6933,7323 77$O7 yt moo' c q S ug• Mr. MARK WAGNER, President DENTON COUNTY TX
ty 32.30' O' 00• ly Mr. JOHN WAGNER, Vice President CYNTHIA "MITCH�LL, COUNTY CLERK
34.45'4224.44 40 IRS Mr. PAUL FARR, Secretory/Treasurer On Apr 19 ant
IRS = 5 8" IRON R00 SET 34.45' �6�so3 O A=25'57'39" DENTON COUNTY DEVELOPMENT At 9:36aA
/ 29.46''
"00' 6 R=192.50' DISTRICT NUMBER 4 Receipt #: 19175
11
WITH HUITT-ZOLLARS" CAP 4t Recording: 184.00
O L=87.22' 2401 F.M. HIGHWAY 407 EAST6.00
18.44' ARGYLE, TEXAS 76226 Doc/Mgrt : 0349
IRS CH=86.48 Doc/Num : 2001-R003499i�
SyE�r CB=S33'25'36"W (940) 728-5050 (940) sident FAX Doc/Ty e PLA
Mr. DON BLACKW000, President Deputy -Felicia
2 Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretory
Mr. JERRY GOODALE, Treosurer/Asst. Secretory FEBRUARY 2001 SHEET 3 OF 5
Mr. DAVID R. DENISON, Assistant Secretory
H:/Proj/Lontano/01271028/dwg/271028JF02A1.dwg
OWNERS DEDICATION
kak`115
STATE OF TEXAS
COUNTY OF DENTON
WHEREAS, RAYZOR RANCH, L.P. and DENTON COUNTY DEVELOPMENT DISTRICT
NO. 4 ore the owners of o tract of land situated in the Buffalo, Bayou,
Brazos, & Colorado Railroad Survey, Abstract No. 162, and the S. Wofford
Survey, Abstract No. 1371, Denton County, Texas, and being a portion of a
tract of land as described in Correction General Warranty Deed to RAYZOR
RANCH, L.P.. as recorded in Volume 4552, Page 465 of the Deed Records of
Denton County, Texas, and also being a portion of those trocts of land as
described in Special Warranty Deed of Dedication to DENTON COUNTY
DEVELOPMENT DISTRICT No. 4 as recorded in Volume 4552, Page 603 of the
Deed Records of Denton County, Texas and being more particularly described
as follows:
COMMENCING at a 5/8 inch iron rod set with "Huitt-Zollors" cap at the
intersection of the northerly right-of-way line of Royzor Road (variable width
street right-of-way) according to the plot recorded in Cabinet S, Slide 320 of
the Plat Records of Denton County, Texas and the westerly right-of-way line
of Lantana Trail (variable width street right-of-way) according to the plot
recorded in Cabinet S, Slide 314 of the Plot Records of Denton County,
Texas;
THENCE, North 82 degrees 33 minutes 56 seconds East, a distance of 100.00
feet to a point for a corner on the easterly right-of-way line of said Lantana
Trail and being the beginning of a non-tongent curve to the right having a
central angle of 40 degrees 37 minutes 08 seconds, a radius of 1250.00 feet
and being subtended by o 867.72 foot chord which bears North 12 degrees
52 minutes 30 seconds East;
THENCE, along the easterly right-of-woy line of said Lantana Trail the
following courses:
Along said curve to the right, an arc distance of 886.16 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cop for a corner at the end of said curve;
North 33 degrees
11 minutes
04 seconds East,
a distance of
430.35 feet to
a 5/8 inch
iron rod set with
"Huitt-Zollars" cop
for o corner
at the beginning
of a curve
to the
left having
a central angle of
27 degrees 18 minutes 49
seconds, a
radius
of 2200.00
feet and being subtended by a
1038.88 foot
chord which
bears
North 19 degrees 31 minutes
39 seconds
East;
Along said curve to the left, an arc dstorce of 1048.78 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
North 05 degrees
52 minutes 1 " seconds iCost, a
distance of
184.68 feet to
a 5/8 inch iron rod set with "Hunt-Zolla, cop
for o corner
of the beginning
of a curve to the
right having c centre' ;, gie of
18 degrees
36 minutes 41
seconds, a radius
of 2000.00 feet on^ bung subtended
by a
646.81 foot
chord which bears
North 15 degrees 10 minutes
34 seconds
East;
Along said curve to the right, on arc distance of 649.66 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
North 24 degrees 28 minutes 54 seconds East, a distance of 234.54 feet to
a 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner, the POINT OF
BEGINNING;
THENCE, continuing along the easterly right-of-way line of said Lantana Trail
the following courses:
North 24 degrees
28 minutes
54 seconds East,
a distance of
445.61 feet to
a 5/8 inch
iron rod set with
"Huitt-Zollors" cop
for a corner
at the beginning
of a curve
to the
left having
a central angle of
18 degrees
12 minutes 43
seconds, a
radius
of 2500.00
feet and being subtended
by a
791.30 foot
chord which
bears
North 15 degrees 22 minutes
33 seconds
East;
Along
said curve to the left,
an arc
distance of
794.64 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap
for a corner
at the beginning of a curve
to the
left having a central
angle of
13 degrees
40 minutes 46 seconds, a
radius
of 1050.00 feet and
being subtended
by a 250.09 foot chord which
bears
North 00 degrees 34
minutes
12 seconds
West;
Along
said curve to the left,
on arc
distance of
250.69 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cop
for a corner
at the beginning of a curve
to the
left having a central
angle of
08 degrees
20 minutes 52 seconds, a
radius
of 1700.00 feet and
being subtended
by a 247.47 foot chord which
bears
North 11 degrees 35
minutes
01 seconds
West;
Along said curve to the left, on arc distance of 247.69 feet to a 5/8 inch
iron rod set with "Huitt-Zollors" cop for a corner;
THENCE, North 74
degrees 14 minutes 33
seconds East, deporting the
easterly
right-of-woy line
of said Lantana Trail, a
distance of 20.00 feet to a
5/8
inch iron rod set
with "Huitt-Zollars" cop
for a corner;
THENCE, North 51 degrees 05 minutes 23 seconds East, a distance of 117.21
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cap for a corner;
THENCE, North 68 degrees 00 minutes 02 seconds East, a distance of 150.32
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner at the
beginning of o curve to the left having o central angle of 08 degrees 23
minutes 01 seconds, a radius of 940.00 feet and being subtended by a
137.42 foot chord which bears North 63 degrees 48 minutes 32 seconds
East;
THENCE, along said curve to the left, on arc distance of 137.54 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, North 59 degrees 37 minutes 01 seconds East, a distance of 621.85
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 05 degrees 29 minutes 11 seconds East, a distance of 474.84
feet to 0 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner at the
beginning of a curve to the left having a central angle of 14 degrees 25
minutes 57 seconds, a radius of 192.50 feet and being subtended by a 48.36
foot chord which bears South 12 degrees 42 minutes 10 seconds East;
THENCE, along said curve to the left, an arc distance of 48,49 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 19 degrees 55 minutes 08 seconds East, a distance of 465.17
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner;
THENCE, South 46 degrees 24 minutes 26 seconds West, a distance of 734.43
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner at the
beginning of a curve to the left having a central angle of 25 degrees 57
minutes 39 seconds, a radius of 192.50 feet and being subtended by a 86.48
foot chord which bears South 33 degrees 25 minutes 36 seconds West;
THENCE, along said curve to the left, an arc distance of 87.22 feet to a 5/8
inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 20 degrees 26 minutes 47 seconds West, a distance of 853.27
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner at the
beginning of a non-tongent curve to the left having a central angle of 08
degrees 11 minutes 16 seconds, a radius of 490.50 feet and being subtended
by a 70.03 foot chord which bears South 61 degrees 25 minutes 28 seconds
East;
THENCE, along said curve to the left, an arc distance of 70.09 feet to a 5/8
inch iron rod set with "Huitt-Zollors" cop for a corner at the end of said
curve;
THENCE, South 65 degrees 31 minutes 06 seconds East, a distance of 81.04
feet to a 5/8 inch iron rod set with "Huitt- Zolfo rs" cop for a corner;
THENCE, South 24 degrees 28 minutes 54 seconds West, a distance of 50.00
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, North 65 degrees 31 minutes 06 seconds West,
a distance of 81.04
feet to a 5/8 inch iron
rod set
with "Huitt-Zollors" cap
for a corner at the
beginning of a curve to
the left
having a central angle of 11 degrees 06
minutes 46 seconds, a
radius of
490.50 feet and being
subtended by o 94,99
foot chord which bears
North 71
degrees 04 minutes 29
seconds West;
THENCE, along said curve to the
left, on
arc
distance of
95.13 feet to a 5/8
inch iron rod set with "Huitt-Zollars"
cap
for
a corner of the point of reverse
curvature of a curve to
the right
having
a central angle
of 11 degrees 06
minutes 46 seconds, a
radius of
309.50
feet
and being
subtended by a 59.93
foot chord which bears
North 71
degrees
04
minutes 29
seconds West;
THENCE, along said curve to the right, on arc distance of 60.03 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cop for o corner at the end of
said curve;
THENCE, North 65 degrees 31 minutes 06 seconds West, a distance of 494.35
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 69 degrees 28 minutes 54 seconds West, a distance of 35.36
feet to the POINT OF BEGINNING and Containing 37.47 acres of land, more or
less.
AMENDED FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS :
RAYZOR RANCH, L.P.
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214) 292-3411
Mr. MARK WAGNER, President
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretary/Treosurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 .EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY GOODALE, Treasurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HUITT-AIJ 11
"Atzolam Inc- evinearkv J Arcmocture
= MaKhM Ava "a &V Dataa. To= 75204
Phony WO 871-= Fax (214) 87FO757
Filed for, Record in:
DENTON COUNTY TX
CYNTHIA MITCHLLL, 1TY GERM.
On Apr 19 2001
At 9:36am
Receipt #: 19175
Recording; 184.00
Doc/Mgmt : 6.00
Doc/Num : 2001-140034990
D c/T e • PLA
$epu� -Felicia
FEBRUARY, 2001 SHEET 4 OF 5
H:/Proj/Lantana/O1271028/dwg/271028JFO2A1.dwg
OWNERS CERTIFICATE
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, DENTON COUNTY DEVELOPMENT DISTRICT NUMBER 4,
acting by and through the undersigned, their duly
authorized agent, do hereby adopt this plot designating
designating the herein described property as, SANDLIN ADDITION,
Denton County, Texas and do hereby dedicate to the
public use forever the street right-of-way and public
easements shown hereon. It is further affirmed that
the property within this plat is within the Extra Territorial
Jurisdiction of Division 11 City of Denton, Denton County,
Texas.
Denton County Devel pment District Number 4
won Bla kwood
President
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned Notary Public in and for the State
of Texas, on this day personally appeared Don Blackwood,
known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he
executed the some for the purpose and consideration therein
expressed, and in the capacity therein stated:
GIVEN UNDER MY � �H,AtN-D AND SEAL OF OFFICE THIS
DAY OF t--�-t r �_ 2001. -- - - -
Notary Public
STATE OF TEXAS
Notary Public in the State of Texas n"
My Commission Expires: `' - ) H — al( 0q
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, RAYZOR RANCH, L.P., acting by and through the undersigned,
their duly authorized agent, do hereby adopt this plot designating
the herein described property as, SANDLIN ADDITION, Denton County,
Texas and do hereby dedicate to the public use forever the street
rigght-of-woy and public easements shown hereon. It is further
offirmed that the property within this plot is within the Extra
Territorial Jurisdiction of Division It City of Denton, Denton County,
Texas.
Rayzor Ranch, L.P.
a Texas Limited Partnership
By: Royzor G.P., Inc.
0
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned Notary Public in and for the State
of Texas, on this day personally appeared Mork Wagner,
known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he
executed the some for the purpose and consideration therein
expressed, and in the capacity therein stated:
GIVEN UND _F2 MY H ND AND SEAL OF OFFICE THIS
DAY OF ti 'G 2001.
�Z ,t ot,
Notary Public in the State of Texas
My Commission Expires: ' -a�> l ��
1 'h HEATHER A. ODEN
. COMMISSION EXPIRES
' M,t:.•.; ;" JANUARY 25, 2003
N �
SURVEYORS CERTIFICATE
ENGINEERS CERTIFICATE
KNOW ALL MEN BY THESES PRESENTS:
I J. Anthony Sosebee, o Texas Licensed Engineerdo hereby
affirm that to the best of my knowledge information and belief
THAT I, ERIC YAHOUDY, Registered Professional
Land
and based upon the information provided, the drainage
Surveyor, do hereby certify that this plat was
prepared
improvements shown on this plat will have no adverse effect
from an actual and accurate survey of the land described
on any property adjacent to the property shown. I further
hereon, and that the corner monuments shown
hereon were
declare that I will accept full responsibility for the integrity of
found or placed under my personal supervision
in accordance
the drainage design and will defend and hold harmless Denton
with the Ordinances of Denton County.
County from any claim or litigation arising out of any errors,
/
omissions or other acts of negligence in the preparation of
2-1"1-ot
some. Q�
fI
AHOUQA, R.P.L.S. 4862
Dote
f �1''z 0 j
�ERIC
S-O
�
Jnthony e, P.E. 5012
STATEOF TEXAS
.....................
HNYAHOUDY
COUNTY OF DALLAS
BEFORE ME, the undersigned Notary Public in and for the
State of Texas, on this day personally appeared Eric Yohoudy,
known to me to be the person whose name is subscribed
to the foregoing instrument and acknowledged to me that
he executed the some for the purpose and consideration
therein expressed, and in the capacity therein stated:
GIVEN DER MY HAND AND SEAL OF OFFICE THIS
DAY OF 't4-WLAo-r- i , 2001,
�M�Oan State of Texas
44)0 rh NOTARY PUBLIG
*
of ry Pu is m the State of Texas SOF Coax Exp. 05-17.20W
My Commission Expires: (alm (ag
CERTIFICATE OF APPROVAL
Approved this day of f Ga (-'C r1 2001.
by the Denton County Development District Number 4, Denton County, Texas.
lip ,,u i✓
i• L • •••
(President)
AMENDED FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS :
RAYZOR RANCH, L.P
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214) 292-3411
Mr, MARK WAGNER, President
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretory/Treosurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY GOODALE, Treosurer/Asst, Secretary
Mr, DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HUtTT—ZOLLARS
Huthzobre, ky- Ergir»erkg / Architechre
= Md(k"y Ave. SWte 800 Da" Tex" 75204
Phorm (214) 871-= Fax (214) 871-0757
CERTIFICATE OF APPROVAL
DW814 NAcOlfl in:
CYNTHIA MITCHLLL, COUNTY
On Apr 19 aeol
At 9:36ae
Receipt #: 19175
Recording: 184.00
Due/MgNt; s fi,"
oc/Nua : 2001-R0034990
oc/Type - pLA
Deputy -Felicia
FEBRUARY, 2001 SHEET 5 OF 5 RECORDING INFORMATION
H:/Proj/Lantana/01271028/dwg/271028JF03At.dwg-
N82'33'56"E
100.00'
9
DENTON COUNTY
DEVELOPMENT DISTRICT NO. 4
VOL, 4584, PG. 1180
D.R.D.C.T.
I POINT OF COMMENCING1
A=40'37'08"
R=1250.00'
L=886.16'
CH=867.72'
CB=N 12'52'30"E
* THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
/
A=27' 18'49"
R=2200.00'
L=1048.78'
CH=1038.88'
CB=N19'31'39"E
5
{� �I 9 -A
Cqpl) 50 7 wt 5 j1')4
6�7(c� �4tglo/
1'
II
it
11
11
11
11
11
11
11
it
11
11
11
11
11
11
11
11
115251 137r-Z. Flr
D'�,etO t. I
1 u0L ss PG.
6�3 /VO 4 LANTANA TRAIL
/-
1 (VAPoAABL SWIDTH R.O.W.)
IRS SL. 314
P.R.D.C.T. IRS
1 N05'5213"E
1 184.68'
1
i
1
1 RAYZOR RANCH, L.P.
1 VOL. 4552, PG. 46E
1 D.R.D.C.T.
1
1
11
1
i
I
i
1
1
1
11
111
IRS = 5/8" IRON ROD SET
WITH "HUITT-ZOLLARS" CAP
IRF = 5/8"IRON ROD FOUND
WITH "HUITT-ZOLLARS" CAP
A=18'36341"
R=2000.00'
L=649.66'
CH
CB=N 1 `.
N24'28'54"E
OWNERS :
RAYZOR RANCH, L.P.
0 100 200 400
SCALE IN FEET
BASIS OF BEARING:
TEXAS STATE PLANE COORDINATE SYSTEM,
NORTH CENTRAL TEXAS ZONE NAD 83.
ESTABLISHED WITH G.P.S. FROM N.G.S.
MONUMENT "DTOB" IN JUNE 1999.
i POINT OF BEGINNING
S0 R Ow
wO D
FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214) 292-3411
Mr. MARK WAGNER, President
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretary/Treasurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY GOODALE, Treasurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HUI1T-ZOLIARS
HWU-Zows' kv— En*e&ft / Ard techre
30 Mcxkney Ave. "a 600 DaOas, Texas 75204
Phone (214) 871-M Fax (214) 871-0757
Filed for Record in:
DENTON COUNTY TX
CYNTHIA NITCHLLL, COUNTY CLERK
On Dec I5 am
At 9:25am
Receipt #: 'Reco50258
Doc/mgmtg. 1224.oe
Doc/Num 6'' 06
Doc/Type `000-R0t19150
DeputY -Jennifer• pLA
NOVEMBER, 2000 SHEET 1 OF 5
H:/Proj/Lontona/01271028/dwg/271028JF01.dwg
GENERAL NOTES:
1. WATER AND SANITARY SEWER SERVICE TO
BE PROVIDED BY:
UPPER TRINITY REGIONAL WATER DISTRICT
396 WEST MAIN STREET, SUITE 102,
LEWISVILLE, TEXAS 75057
P.O. BOX DRAWER 305_
LEWISVILLE, TEXAS 75067
(972) 219-1228, (972) 221-9896 FAX
2. ALL FRANCHISED UTILITY SERVICE TO BE
PROVIDED BY:
COSERV
7701 SOUTH STEMMONS FREEWAY
CORINTH, TEXAS 75065
(800) 274-4014 (940) 270-7790 FAX
3. THIS PLAT IS NOT WITHIN A FEMA-DESIGNATED
FLOODPLAIN. FOR LIMITS OF THE 100-YEAR
FLOODPLAIN IN THIS AREA, REFER TO FEMA
MAP NUMBER 48121CO526 E APRIL 2, 1997
DENTON COUNTY.
4. THE MAINTENANCE OF PAVING, GRADING AND
DRAINAGE IMPROVEMENTS AND/OR EASEMENTS
SHOWN ON THIS PLAT ARE THE RESPONSIBILITY
OF DENTON COUNTY DEVELOPMENT DISTRICT
NO. 4 AND DO NOT CONSTITUTE ACCEPTANCE
OF SAME FOR MAINTENANCE PURPOSES BY
DENTON COUNTY.
5. ALL LOT CORNERS WILL BE SET UPON COMPLETION
OF CONSTRUCTION USING 5/8" x 18" REBAR
WITH YELLOW PLASTIC CAP STAMPED "HUITT-ZOLLARS"
. THE CENTERLINE OF THE STREET
RIGHT-OF-WAY WILL BE MONUMENTED WITH A
SCRIBED "X" IN CONCRETE AT THE P.C.'S, P.T.'S
AND INTERSECTION POINTS.
6. ALL STREET R.O.W. AND COMMON AREAS WITHIN
SANDLIN ADDITION ARE PRESENTLY OWNED BY
DENTON COUNTY DEVELOPMENT DISTRICT NO. 4
AS RECORDED IN VOL. 4552, PG. 603 D.R.D.C_T.
COSERV \
ESMT.
'00'54"W N32'59'06"W
18.91 ' 8.001/
N67'00'54"E
1 1.57'
S67600'54"W
2.00'
TYPICAL COSERV EASEMENTS
EQUIPMENT EASEMENT
3
0
SWITCH GEAR 20'X20'
w
N
TRANSFORMER 8'X10'
w/PEDESTAL 3'X6'
HANDHOLE 5'X5'
w/PEDESTAL 3'X3'
MAT�N ��Ne
A=18'12'43" /
R=2500.00'
L=794.64'
CH=791.30'
/ CB=N 15'22'33"E,
LANTANA FUTURE
PARCEL 30
O'
RAYZOR RANCH, L.P. "z�Q
VOL. 4552, PG. 465
D.R.D.C.T. / ��Q3 �o .
'z.
/ IRS
h
o' o
S8;
u Az
OO Qo S o0
/ O A, v"VO' ° 56933
a � 73j.g
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
I CHORD BEARING
C46
85'57'52"
20.00'
30.01,
27.27'
S22'32'10"E
C47
138'00'41"
50.00'
120.44'
93.36'
S03'29'15"W
C48
08'02'30"
540.00'
75.79'
75.73'
S28'30'09"W
C49
04'02'07"
525.00'
36.98'
36.97'
N22'27'50"E
C50
04'02'07"
550.00'
38.74'
38.73'
N22'27'51"E
C51
02'55'30"
490.50'
25.04'
25.04'
N55'52'05"W
C52
11'06'45"
1 309.50'
1 60.03'
59.93'
N59'57'43"W
75
COMMON j'3" op
AREA 2 t4 9
o a
(::;'1 178.
313'E o� O
13 o p
6S.
00 12 S69'
S6
11g 3 13'F l �0 7
o) 0 6g 33'7
S6
ov' is> 33 F o. ry op 6
o0
o. Sss
3 310 Oo 00 1jS,0�3F
`o S6g3
> 71960,
ao 11.76' 96p 4Y11 o S-9. 3,1 <
0.67'-
��2 �o 0 6
62.66'
S89'18'54"E a
O 130.33'
2N l 16.43' 40.00'
\ COMMON 3%0 A 5 F /
\ AREA 2 f �, 13.81'0 j/17.
h yD
SURVEY ABSTRACT �'% �1 4
- 5'-34-3.5
LINE o s
oo'o 0 17S.05,
3F 33�3 F oo O� (o 4
8 o Z. o0 71SOp3F o
13F o / 0 3 oA
S6IN. 0
11S 0 13•e O
2 o w
S60.
/ m S68 33'73„ o0 11
L30 �{ ern' � 51
I�1 0 , Ssg33,
96 <o h 175• °0
00 6S' ob 52
CS NS ST 7
77' 6000 R,o )FFT �NR�°S?s•
IRS 5' COSERV SSS37o so0 = Doti° 1 �o Q`/ �
POINT OF BEGINNING IRS ESMT.
S\3j • 3s� 3S• s� °O' �o=v
7S69'2 %LNTANA FUTURE BFpgRkWPARCEL 7 0.A15.0�/ „Y
\ /
RAYZOR RANCH, L.P. 4g�3s
VOL. 4552, PG. 465
D.R.D.C.T.
N
0
m
28
e
45
2.94' S2
51
r3
43
CUMMON CSC IRS
AREA i� Sss
30?3s„IRS e
RS \
IRS \
/ \ A= 11'06'46"
/ T R=309.50' /
* THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
L=s0.03
CH=59.93'
CB=N71'04'29"W
A=11'06'46"
R=490.50'
L=95.13'
CH=94.99'
CB=N71'04'29"W
N65'31'06"W
81.04'
IRS = 5/8" IRON ROD SET
WITH "HUITT-ZOLLARS" CAP
IRS
46
47
LINE TABLE
TANGENT
BEARING
LENGTH
L27
S20'26'47"W
19.20'
L28
S24'28'54"W
34.57'
L29
S16'13I54"E
13.05'
L30
S86'40'59"W
2.12'
L31
S6727I50"W
13.64'
L33
N69'28'54"E
14.14'
L34
N20'31'09"W
35.36'
L35
N65'3106"W
30.00'
L36
N20'31'07"W
14.14'
L37
S24'28'54"W
40.00'
44
iv
DENTON`
T r\
3s z
s , F NOT TO SCALE
J� PROJECT
HICKORY HILL LOCATION
FM 407 0!0
zaoaz FM 407
1S. JETER
42 TO
FT WORTH TO
933' 3„ DALLAS
sop, F VICINITY MAP (N.T.S.)
43 ..
ems" 3 NOTES : 1. REDUCE FRONT YARD SETBACK BY 5' WITH J-DRIVE.
7
S 00, f
45 2- REDUCE REAR YARD SETBACK TO 10' MINIMUM WITH
DETACHED GARAGES.
)p3 F 3• SIDE YARD SETBACKS ADJACENT TO STREETS SHALL
Al BE INCREASED BY 5'.
6, 1 1 REAR YARD
48 0 0 50 100 200 SETBACK r_ u) T
SIDE YARD
13. SCALE IN FEET I I SETBACK
5' .- 5'
N BASIS OF BEARING:
TEXAS STATE PLANE COORDINATE SYSTEM,
�N NORTH CENTRAL TEXAS ZONE NAD 83. SIDE YARD
ESTABLISHED WITH G.P.S. FROM N.G.S. SETBACK
MONUMENT "DTOB" IN JUNE 1999. E----- FRONT YARD
/ O SETBACK
S. WOFFORD SURVEY a
ABSTRACT NO. 1371 � STREET R.O.W.
BBB & CRR SURVEY / TYPICAL MIN. BUILDING SETBACK LINES
ABSTRACT NO. 162 / SETBACKS APPLICABLE TO ALL LOTS
/ UNLESS NOTED OTHERWISE
�/� FINAL PLAT o
A=08 11 16 OF
L=70090 SANDLIN ADDITION
CH=70.03' C6=S61'25'28"E' AN ADDITION TO DENTON COUNTY, TEXAS
sss 31 06 E SITUATED IN THE
181.04' BUFFALO, BAYOU, BRAZOS &
IRSJ COLORADO RAILROAD CO. SURVEY
_ ABSTRACT NO. 162 &
S24.28'54"W S. WOFFORD SURVEY
IRS 50.00 ABSTRACT NO. 1371
150 LOTS, 4 ,COMMON AREAS, 37.47 ACRES
OWNERS SURVEYOR: %(�
R : ZORRAYZ RANCH, L.P. �����t �JLLr�a�
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350 Hdft-Zollam tna Ertj;;llneerPg /AmItIecture
DALLAS, TEXAS 75225 3T3I MoK M Am "a ODD .DabA Toxae 75204
PHONE: (214) 292-3410 (1p) ecord iIFSx(244)871-0757
FAX: (214) 292-3411 DN7pN O)NTY TX
Mr. MARK WAGNER, President CYNTHIA MITCHLLL, COUNTY CLERK
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretary/Treasurer On Dec 15 2000
DENTON COUNTY DEVELOPMENT Receipt: ##: 50258
DISTRICT NUMBER 4 Recording: 124.00
2401 F.M. HIGHWAY 407 EAST Doc/Mgmt..: 6.00
ARGYLE, TEXAS 76226 Doc/Num : 2000-R0119150
(940) 728-5050 (940) 728-5058 FAX Doc/Tye p: PLO
Mr. DON BLACKWOOD. President Deputy -Jennifer
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY Mr. DAV D R.ODENISON,rA Assistant Secretarytary NOVEMBER, 2000 SHEET 2 OF 5
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
CHORD BEARING
Cl
2731'15"
450.00'
216.15'
214.08'
N73'22'39"E
C2
12'06'26"
250.00'
52.83'
52.73'
S65'40'14"W
C3
19*00'54"
170.00'
56.42'
56.16'
N69'07'28"E
C4
110*51'45"
45.00'
87.07'
74.11'
N64'57'06"W
C5
10'23'55"
332.50'
60.35'
60.26'
S14'43'11"E
C6
66'19'34"
250.00'
289.40'
273.51'
N13*14'39"E
C7
25'57'39"
332.50' 1
150.66'
149.37'
S33'25'36"W
C8
25'57'39"
612.50" 1
277.53'
275.16'
S33'25'36"W
C9
76'47'25"
150.00'
201.04'
186.32'
N08'00'44"E
C10
51'48'58"
200.00'
180,87'
174.77'
S20'16'51"E
C11
08'29'22"
1210.00'
179.28'
179.12'
N01'22'57"E
C12
147*53'13"
50.00'
129.06'
96.10'
S13'11'39"W
C13
27'31'15"
145.00'
69.65'
68.98'
N73'22'38"E
C14
158'11'04"
50.00,
138.04'
98.19'
N41'17'27"W
C15
10'23'55"
307.50'
55.81'
55.73'
S14'43'11"E
C16
66'19'34"
11 1.0Q
1 316.34'
300.86'
N13'14'39"E
C17
25-57-39"
307.50'
139.33'
138.14'
S33'25'36'V
C18
2914'38"
637.50'
225.24'
224.07'
S30'34'05"W
C19
46'24'29"
225,00'
182.24'
177.30'
SI7'34'37"E
C20
08'20'52"
1720.00'
250.60'
250.38'
N11*35'01"W
C21
01'48'26"
1070.00'
33.75'
33.75'
N06'30'22"W
C23
06'52'12"
1235.00'
148.08'
147.99'
NO2'11'32"E
C24
24.54'27"
475.00'
206.49'
204.87'
N72'04'15"E
C25
44'51'58"
175.00'
137.04'
133.56'
S1648'21"E
C26
06*04'16"
1185.00'
125.56'
125.50'
NO2-35'30"E
C27
76'47'25"
125.00'
167.53'
155.27'
N08'00'44"E
C28
24'35'47"
425.00'
182.45'
181.05'
N71'54'55"E
C29
19'45'49"
310.00'
106.93'
106.40'
N75'04'28"E
C30
81'29'39"
20.00'
28.45'
26.11'
S37'53'05'V
C31
05'34'32"
310.00'
30.17'
30.16'
N62'24'17"E
C32
19'00'54"
195.00'
64J2'
64A2'
N69'07'28"E
C33
110*5V45"
20.00'
38.70'
32.94'
N64'57'06"W
C34
12'06'26"
275.00'
58.1 V
58.00,
S65'40'14"W
C35
03'07'03"
357,50'
19.45'
19.45'
S11'04'45"E
C36
21'27'58"
175.00'
65.56'
65.18'
N19'39'00"W
C37
15732'27"
50.00'
137.48'
98.09'
N07'21'29"E
C38
22'46'28"
175.00'
69.56'
69.10'
N35'01'12"E
C39
2957'39"
587.50'
266.20'
263.93'
S33'25'36"W
C40
06'58'49"
472.50'
57.56'
57.53'
S27'51'12"W
C41
12'06'26"
225.00'
47.55'
47.46'
S65'40'14"W
042
6619'34"
225.00'
260.46'
246.16'
N13'14'39"E
C43
25'57'39"
357.50'
161.98'
160.60'
S33'25'36"W
C44
06'30'56"
1070.00'
121.68'
12t.61'
103'00'43"E
C45
04'10'18"
2520.00'
183.48'
183.44'
N08'21'20"E
C46
81'29'39"
45.00'
64.01'
1 58.74'
1 S37'53'05"W
LINE TABLE
TANGENT
BEARING
LENGTH
Lt
N87'08'16"E
13.20'
L2
S7945'28"E
1.86'
L3
N36'14'13"E
5.40'
L4
S82-38'31"E
8.25'
L5
N30'22'59"W
4&81'
L6
N46'11'20"W
13.29'
L7
N42'08'16"E
14.14'
L8
S46'45'10"E
13.88'
L9
N43'13'45"E
14.67'
L10
S48'57'12"E
14.83'
L11
S00'27'47"E
14.96'
L12
N87'13'2 VV
13.81'
L13
N48'39'28"W
13.78'
L14
N80'28'47"E
65.31'
L15
S28'43'46'V
14.84'
L16
N1437'00"E
14.14'
L17
N30'22'59"W
13.81'
L18
S79'55'08"E
60,00'
L19
S09'13'21"E
51.19'
L20
S17*17'32"W
50.32'
L21
S46'24'26'V
44.12'
L22
S20'26'47'V
26.34'
L23
S20'26'47'V
26.34'
L24
S64'05'50"E
14.34'
L25
S46'24'26'V
34.64'
L26
N46'24'26"E
34.64'
L27
S87'08'16'V
11.62'
THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
LANTANA FUTURE
PARCEL 31
RAYZOR RANCH, L.P.
VOL. 4552, PG. 465
\
D.R.D.C.T.
'• 15
A=08'23101" off° s rsaa' 2.
5' SERV 6 p• 14 OsO:
R=940.00'
DENTON
T r\
IRS
rc
!\ z
15y 5' CO RV SF NOT TO SCALE
ek% ESMT. _ n�
rn ^� Q
o � �
/N 9D �A
16 CD / N 17 (tj, U)
on JC9 pPROJECT
40.00' 40.00' ll:HICKORY HILL LOCATION
6k °`yA` °�° Ri 5•
L=137.54' SMT. 600 o s yy L3 R 12 in s
y i ' 13 p-`fl•' p y° 55.09' 18 J FM 407
CH=137.42 0o s sa• o° 34.75' o wZ
60• ,,. •p s 6 2.81' O
C6=N63'48'32"E o � a 12 0•0< °o �z.3"w �• � dZ �
A
O< FM 407
19
/ N68'00'02"E 5' COSE V p, C33 0 JETER
/ 7.50' i a 10 O. 0 46"w TO
150.32' ESM m F o0 od s SSo'z6'
N51'05'23"E IRS o. Oa 60• ro vo �p 124 49 o FT WORTH TO
r o.�•. E c 9 o° DALLAS
IN.Ul
117.21' 24, a' s has 9 6 s�°d 61°° s�o. �s W o"O o 20 VICINITY MAP (N.T.S.)
N74'14'33"E 606y 35.83' oa g28A>,O, ° O Ny9.12 ° S sa g °.0: (ram 0 46^w
F d k9 d r a F �, ; sso'2a' n=14'25'S7"
20.00 IRS y38y S So. 7 r> S 0 6°•°P y1• rho 7 •�s0 2.14' 63.17' ov 520.26' o R=192.$0'
6 r�as \ 6°°0 N°NOOR °p �S° �SOa� F` h9 629 Lta m o 2, v, L=48-49'
41.09'� '> fl= p �5° > a 6 0. O ° p 580'28'46"`N IRS CH=48-36
O u ! pv. F` 1.59' 60 y1 �° SSo• o S N. 1 sa i 9.45' 116.03' , "
IR 2 s 2 5 C6=S12'42 10 E
,10• 9. 2 9.53' r 5 O.O•. 1 2g r v: 10 7.87'
IRS S6'S'• l27 60.11 21 S 'Saa. (" 100• O rj(s` 21.40'22
-i RAF C1 Cy 6° r O. 4 •pp �9,O. 11 r� �,, L15 (�i• 48.49' y2 W IRS
COMMON ra o, r 27.37' c 'w a rn RAYZOR RANCH, L.P.
po 5' 4COSERV a e° a�� s s s 61 0o s 'saa. 29.sa' s 29 r r r 57Od °0 0
AREA 3 °' ESMT. �° L2 Cg2 t8s8' ;° 3 °o.�: 0 61' ro t2 'pps9, 3o-7a' 44 432,9E/ 11y' $ VOL. 4552, PG. 465
A=08'20'52" S86.47'4s" m go s sa 10o rsaa• F 34 N71 4/ °'p 23 W D.R.D.C.T-
45.74' x, 2 °os9 01 13 'o s °C`L o 78 C9.54' o k 52
R=170D.00 F�} 719.66' C30 i > F r O.O: ,
L=247-69 ° 0 3 39.a3' o a 6°021 J 'sa'• y1o° %" c°� 4396 O, 0 15' DRAINAGE ESMT.
N 30.65' (�° , O• +j0 . 6 r o. 14 •OOs.9, '1:0 m o u; 24 12?' O
CH=247.47' p 28 �o J rSaa °o y9y112 L24 o rno 5 i w
CB=N11'35'01"W N87'08'16"E A O �g" p 15'oSy 61"RFC 1B 26 '- .oZ.'0015/ °
129.23' ° 15.69'r O, g^ / 13.95' W 5/ p4/ y tlt
N 2 04 52
16 'o s 6 F,� O' �7d 0 o rZ
p, O N nt 65.04 r O.p: F, R 1 rn• s 11y� 25
N87'O8't 6"E N 'sas L16 25
G r -? 17 •p s 21.51' 60' N 6 < L17
1 J 0 3 W O.Pa 5p �O, S W p kyL o c�Id y00 W;
n `v 36.47' o u 18 'o r rty' y9 S� yS 42.92' ° y2 0, 570 d °0 rn° 11 C^
�m Z IRs�y o o, r, 1y " ( 5�0 291 <� 11y' o r (n 27.32'26 20' UTILITY & SURFACE
v N Z nn �2(+f L73 cn 77. 0 °yy \ rn 13 24 m o 28 W° ° 36.35' 15"w DRAINAGE EASEMENT o 51C 100 200
A • t 16.41' 10 \ 22.65' y2 7.39
o N o y .66 C�28 / 43.36' y2 W op 70 °( 0 S7 11843 6'�
�r z %0 L10 115.76' L7 L1 C/ 57oN69a 5 115 5.58 '0•'_1 SCALE IN FEET
CA � Y f q S75'22'58'E L4 33.39' (n 29 0 27 2d p
P O r N87 O8' 16"E ° ° -- C2 4 14.14' n n r ° 28 r
160.19 w V V Sp, 39.89' 23 ° O 0 C ° BASIS OF BEARING:
L9 LS S3922'59"E / N N85'55'48'V N87'34'07"W TEXAS STATE PLANE COORDINATE SYSTEM,
115.09' N42'01'04"E 13.81 /^� ,y"' 6607• o iy 115.00' 146.68' NORTH CENTRAL TEXAS ZONE NAD 83.
?6 0 ESTABLISHED WITH G.P.S. FROM N.G.S.
=13'40'46" 1,5.25' t4.67' COMMON ^°ti ^ ti 22r 23 It 30 ��� �° 28 p
R=1050.00' rn o J_�, AREA 4 u °vv MONUMENT "DTOB" IN JUNE 1999.
v "b 0 .P• S42'02'25'V N
L=250.69 23 O W 3np S �' r? j S9• ^i c 8.09' 'u
�. 20.44' uS• 1`�' 0 ae S� 55.22' h(L ��290 �O ,•� N75.54, o
CH=250.09 S86'33'13"E ° �� 0� 'S 3 �ti / NR 21 .S x ° S Og,. h t '51, IRS
CB=N00'34'12" ° t15.o6' No a S 3 'Op.T' , �' 0 1r 31 h 29
� 22 c� - �6p° �Su' F hry7.75'S`S� 6°O !S�? 24.94'- N6
COMMON 'M 12.60' 17.01' •°, ? 0 i o Nu 20'�•R' 00 'S `r;3 �,. / �'� 4•IS,
AREA 2 IRS S88'42'15"E u E 2 °O'RF O ° 4 6 ! S• 28 O°O yJ• 32 o A� 6 �� 83 3 y FINAL PLAT
6 SS O O ! �?
116.23' yk' rJS, O 10• O Sr, 8 O 60 !! iS, ° 30
,
y v SO Tu O tik ^$ 00 2AS 19 p, $ 60p 4 SO JQ O NSOF
N� ,ytx`t'. 60. ,iS S. Op �S• 33 O. 6 O 2. 6
Z ro y2"E Nrn $ P, 600 4xS 18"�?Rsy °�� O° 'SSSi ° /0 4, 358, 8e� SANDLIN ADDITION
V o N77'15'64 0 0 0� °o. •. 1�01, O ; .S (°00 y�i? 34•Oo u7L p00 6 O r�'� 31
S. WOFFORD SURVEY �� to 136 o. P s o r s ° 'ss� AN ADDITION TO DENTON COUNTY, TEXAS
ABSTRACT NO. 162 O'- �; 20 u2 A �N�o ��' 0 4x n oo•R' oo e rss� 2� op A•.
U n v n E ° g0 o r ?? , O ti o u•. O ° S. 32 !Y
° o A 35 0, o o. , s SITUATED IN THE
Z n o o N77 15 52' x9 C227,.751 L 6 rS SS O r T I 6' 0 'S S T
o I 169•d7 x \ yi �R 1s'Oo A o ° 6 'sss d �� op x BUFFALO, BAYOU, BRAZOS &
O O l�' O. 3• 6 .O V. 360p,R.. 00 O S. 33
Zw ut h 'rss• ° �• COLORADO RAILROAD CO. SURVEY
O a 17.94' A8 19 L6 Nt 1.31LANTANA 15 O�s•. °O 6° 'rS Su `La0"y0 '� `SO dQ•,
PARCEL 30RE o O >' `'^ �;x,, s.1o'� 0°0° y'�• 37o°'R 60°O ��6�^a 60o 34 tK. ABSTRACT N0. 162 &
N,s )702"ES83 , O^ / ^ Sp As, hti 6° 'I l ti so �z•. 1� S. WOFFORD SURVEY
RAYZOR RANCH, L.P. / 73.21' sy s•. S 1a o -, 38 0 0 °o v 35 0
VOL. 4552, PG. 465 s 18 o' ,^ !'F ham° 2s o x� 6°°��, °° ''ss• 0`O ABSTRACT NO. 1371
63. n r° S. •�O O• `Sp �'tK
D.R.D.C.T. N ''ss8'F Nryo j v^NS 13OOsy yOh j1.59393p?R 6°p ��`yo�`ood 4;r 36 0 �k�i 150 LOTS, 4 COMMON AREAS, 37.47 ACRES
17 ^ 8J , !, 2S, 23.90' ` p JR,
/ , s h s ti o A 37 0• OWNERS SURVEYOR:
S68'S8• n 7S 003 40 Op,A� / 0 rr `iS.
RAYZOR RANCH, L.P. ��[ (�'
n 733 04'F w' 12 NSs Sp J� 1 t l
M^ t6s6.52' N6S3B r0 0 11 7, y �n k69° tiQS3 38 0' % ITS GENERALRAYZOR PARTNER
G.P.
�ry TC 77S0�2W 00' ti h'O 20.95''s S� 8401 N. CENTRAL EXPRESSWAY, SUITE 350 HWtt-Zobra,lnc Enouwft/ArcMtecturs
40.16'11 0 41 / ,L Op >r+ DALLAS, TEXAS 75225 = McK" Ave, 3Ldto 600 !`a Texas 75204
NL22 32.30' 'V6S•3L238, �,'1 ,\ r) 39 /t PHONE: (21 4) 292-341 O Phone (214) WI-33ti rax 04) 87W757
FAX: (214) 292-3411 d {{ t^ Reca d..an-
933 13"ty 32.30'�SOO? W o V 0' ,'Sp R9n 13.12' . DCV�N GS�INTY, `X'..
Mr. MARK WAGNER, President
5 .45' 24.44' 40 ° Mr. JOHN WAGNER, Vice President CYNTHIR'MITCHECLy COUNTY CLERK
42 IRS Mr. PAUL FARR, Secretary/Treasurer
34.45' N 4, 28 On Dec IS 2000
At 9:25am
,� "C A=25'57'39" DENTON COUNTY DEVELOPMENT
IRS = 5/8" IRON ROD SET " S00 y R=192.50' Qcardin# 50258
WITH "HUITT-ZOLtARS" CAP 29•4641 DISTRICT NUMBER 4
S� 0 18.44 . CH886.48 2401 F.M. HIGHWAY 407 EAST Doi1mu�tg° 264.001
IRS ARGYLE, TEXAS 76226 Doc/Tyy : 8000 R01 9050
sy�Er ' CB=S33'25'36"W (940) 728-5050 (940) 7dent 8 FAX DePutPA ' t�LA
Mr. DON BLACKWOOD, President Y 'Jennifer
2 Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. DAVID R.00DALEDENSON,reosurerAssstant Seo etarytary NOVEMBER, 2000 SHEET 3 OF 5
■
H:/Proj/Lontona/01271028/dwg/271028JF02.dwg
OWNERS DEDICATION
STATE OF TEXAS
COUNTY OF DENTON
WHEREAS, RAYZOR RANCH, L.P. and DENTON COUNTY DEVELOPMENT DISTRICT
NO. 4 are the owners of a tract of land situated in the Buffalo, Bayou,
Brazos, & Colorado Railroad Survey, Abstract No. 162, and the S. Wofford
Survey, Abstract No. 1371, Denton County, Texas, and being a portion of a
tract of land as described in Correction General Warranty Deed to RAYZOR
RANCH, L.P. as recorded in Volume 4552, Page 465 of the Deed Records of
Denton County, Texas, and also being o portion of those tracts of land as
described in Special Warranty Deed of Dedication to DENTON COUNTY
DEVELOPMENT DISTRICT No. 4 as recorded in Volume 4552, Page 603 of the
Deed Records of Denton County, Texas and being more particularly described
as follows:
COMMENCING at a 5/8 inch iron rod set with "Huitt-Zollars" cap at the
intersection of the northerly right-of-way line of Royzor Rood (variable width
street right-of-way) according to the plat recorded in Cabinet S, Slide 320 of
the Plot Records of Denton County, Texas and the westerly right-of-way line
of Lantana Trail (variable width street right-of-woy) according to the plot
recorded in Cabinet S, Slide 314 of the Plat Records of Denton County,
Texas;
THENCE, North 82 degrees 33 minutes 56 seconds East, a distance of 100.00
feet to a point for a corner on the easterly right-of-woy line of said Lantana
Trail and being the beginning of a non -tangent curve to the right having a
central angle of 40 degrees 37 minutes 08 seconds, a radius of 1250.00 feet
and being subtended by a 867.72 foot chord which bears North 12 degrees
52 minutes 30 seconds East;
THENCE, along the easterly right-of-way line of said Lantana Trail the
following courses:
Along said curve to the right, on arc distance of 886.16 feet to a 5/8 inch
iron rod set with "Huitt-Zollors" cap for a corner at the end of said curve;
North 33 degrees
11 minutes
04 seconds East,
a distance of
430.35 feet to
a 5/8 inch
iron rod set with
"Huitt-Zollors" cap
for a corner
at the beginning
of a curve
to the
left having
a central angle of
27 degrees 18 minutes 49
seconds, a
radius
of 2200.00
feet and being subtended by a
1038.88 foot
chord which
bears
North 19 degrees 31 minutes
39 seconds
East;
Along said curve to the left, an arc distance of 1048.78 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
North 05 degrees
52 minutes
13 seconds East, a
distance of
184.68 feet to
a 5/8 inch
iron rod set with
"Huitt-Zollars" cop
for a corner
of the beginning
of a curve
to the
right having
a central angle of
18 degrees
36 minutes 41
seconds, a
radius
of 2000.00
feet and being subtended
by a
646.81 foot
chord which
bears
North 15 degrees
10 minutes
34 seconds
East;
Along said curve to the right, on arc distance of 649.66 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
North 24 degrees 28 minutes 54 seconds East, a distance of 234.54 feet to
a 5/8 inch iron rod set with "Huitt-Zollors" cap for a corner, the POINT OF
BEGINNING;
THENCE, continuing along the easterly right-of-woy line of said Lantana Trail
the following courses:
North 24 degrees
28 minutes
54 seconds East,
a distance of
445.61 feet to
a 5/8 inch
iron rod set with
"Huitt-Zollars" cap
for a corner
at the beginning
of a curve
to the
left having
a central angle of
18 degrees
12 minutes 43
seconds, a
radius
of 2500.00
feet and being subtended
by a
791.30 foot
chord which
bears
North 15 degrees 22 minutes
33 seconds
East;
Along said curve to the left,
an arc
distance of
794.64 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cop
for a corner
at the beginning of a curve
to the left having a central
angle of
13 degrees
40 minutes 46 seconds, a
radius of 1050.00 feet and
being subtended by a 250.09 foot chord which
bears North 00 degrees 34
minutes
12 seconds
West;
Along
said curve to the left, on arc
distance of
250.69 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap
for a corner
at the beginning of a curve
to the
left having a central angle of
08 degrees
20 minutes 52 seconds, a
radius
of 1700.00 feet and being subtended
by a 247.47 foot chord which
bears
North 11 degrees 35 minutes
01 seconds
West;
Along said curve to the left, on arc distance of 247.69 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
THENCE, North 74
degrees 14 minutes 33
seconds East, departing the
easterly
right-of-way line
of said Lantana Trail, a
distance of 20.00 feet to a
5/8
inch iron rod set
with "Huitt-Zollars" cop
for a corner;
THENCE, North 51 degrees 05 minutes 23 seconds East, a distance of 117.21
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, North 68 degrees 00 minutes 02 seconds East, a distance of 150.32
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner at the
beginning of a curve to the left having a central angle of 08 degrees 23
minutes 01 seconds, a radius of 940.00 feet and being subtended by a
137.42 foot chord which bears North 63 degrees 48 minutes 32 seconds
East;
THENCE, along said curve to the left, on arc distance of 137.54 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cap for a corner;
THENCE, North 59 degrees 37 minutes 01 seconds East, a distance of 621.85
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner;
THENCE, South 05 degrees 29 minutes 11 seconds East, a distance of 474.84
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner at the
beginning of a curve to the left having a central angle of 14 degrees 25
minutes 57 seconds, a radius of 192.50 feet and being subtended by a 48.36
foot chord which bears South 12 degrees 42 minutes 10 seconds East;
THENCE, along said curve to the left, an arc distance of 48.49 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 19 degrees 55 minutes 08 seconds East, a distance of 465.17
feet to 0 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner;
THENCE, South 46 degrees 24 minutes 26 seconds West, a distance of 734.43
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner at the
beginning of a curve to the left having a central angle of 25 degrees 57
minutes 39 seconds, a radius of 192.50 feet and being subtended by a 86.48
foot chord which bears South 33 degrees 25 minutes 36 seconds West;
THENCE, along said curve to the left, on arc distance of 87.22 feet to a 5/8
inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 20 degrees 26 minutes 47 seconds West, a distance of 853.27
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner of the
beginning of a non-tongent curve to the left having o central angle of 08
degrees 11 minutes 16 seconds, a radius of 490.50 feet and being subtended
by o 70.03 foot chord which bears South 61 degrees 25 minutes 28 seconds
East;
THENCE, along said curve to the left, an arc distance of 70.09 feet to a 5/8
inch iron rod set with "Huitt-Zollars" cop for a corner of the end of said
curve;
THENCE, South 65 degrees 31 minutes 06 seconds East, a distance of 81.04
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for o corner;
THENCE, South 24 degrees 28 minutes 54 seconds West, a distance of 50.00
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for o corner;
THENCE, North 65 degrees 31 minutes 06 seconds West,
a distance of 81.04
feet to a 5/8 inch iron
rod set
with "Huitt-Zollars" cap
for a corner at the
beginning of a curve to
the left
having a central angle of 11 degrees 06
minutes 46 seconds, a
radius of
490.50 feet and being
subtended by a 94.99
foot chord which bears
North 71
degrees 04 minutes 29
seconds West;
THENCE, along said curve to the
left, on
arc
distance of
95.13 feet to a 5/8
inch iron rod set with "Huitt-Zollors"
cop
for
a corner at the point of reverse
curvature of a curve to
the right
having
a central angle
of 11 degrees 06
minutes 46 seconds, a
radius of
309.50
feet
and being
subtended by a 59.93
foot chord which bears
North 71
degrees
04
minutes 29
seconds West;
THENCE, along said curve to the right,' an arc distance of 60.03 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cap for a corner at the end of
said curve;
THENCE, North 65 degrees 31 minutes 06 seconds West, a distance of 494.35
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner;
THENCE, South 69 degrees 28 minutes 54 seconds West, a distance of 35.36
feet to the POINT OF BEGINNING and Containing 37.47 acres of land, more or
less.
FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS :
RAYZOR RANCH, L.P.
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214) 292-3411
Mr. MARK WAGNER, President
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretory/Treasurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretory
Mr. JERRY GOODALE, Treasurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretory
SURVEYOR:
HUITT-ZOLLARS
eHWQ-zCftr% tic. eomwing / ArcMact"
61:'MI�B1R AvaR 8Q0 i Texas 75204
t(` ax l2W) 87h0757
CYNTHIA MITCHELL, COUNTY CLERK
On Dec 15 2000
At 9:25am
Receipt f#: 50258
Recording: 124.00
Doc/Mgmt : 6,00
Doc/Num n 2000-RO119150
Doc/Type • pLA
Depu y -Jennifer•
NOVEMBER, 2000 SHEET 4 OF 5
OWNERS CERTIFICATE
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, DENTON COUNTY DEVELOPMENT DISTRICT NUMBER 4,
acting by and through the undersigned, their duly
authorized agent, do hereby adopt this plat designating
designating the herein described property as, SANDLIN ADDITION,
Denton County, Texas and do hereby dedicate to the
public use forever the street right-of-way and public
easements shown hereon. It is further affirmed that
the property within this plat is within the Extra Territorial
Jurisdiction of Division II City of Denton, Denton County,
Texas.
Denton County Development District Number 4
By:
on BI ckwood a
President
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned Notary Public in and for the State
of Texas, on this day personally appeared Don Blackwood,
known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he
executed the some for the purpose and consideration therein
expressed, and in the capacity therein stated:
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS qHa
DAY OF"DMEPV I, & , 2000.
Notary Public in the State of Texas
My Commission Expires: LCA
JENNIFER L. MORRIS
s s
+°' ^` Notary Public, state of Texas
��, , i MyCommissionExpiMS
October 24, 2004
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, RAYZOR RANCH, L.P., acting by and through the undersigned,
their duly authorized agent, do hereby adopt this plat designating
the herein described property as, SANDLIN ADDITION, Denton County,
Texos and do hereby dedicate to the public use forever the street
right-of-way and public easements shown hereon. It is further
affirmed that the property within this plat is within the Extra
Territorial Jurisdiction of Division II City of Denton, Denton County,
Texas.
Royzor Ranch, L.P.
a Texas Limited Potnership
By: Rayzor G,P., Inc.
0
STATE OF TEXAS
COUNTY OF DALLAS
SURVEYORS CERTIFICATE
KNOW ALL MEN BY THESES PRESENTS:
THAT I, ERIC YAHOUDY , Registered Professional Land
Surveyor, do hereby certify that this plat was prepared
from an actual and accurate survey of the land described
hereon, and that the corner monuments shown hereon were
found or placed under my personal supervision in accordance
with the Ordinances of Denton County.
12,4.04
Date
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned Notary Public in and for the
State of Texas, on this day personally appeared Eric Yahoudy
known to me to be the person whose name is subscribed
to the foregoing instrument and acknowledged to me that
he executed the some for the purpose and consideration
therein expressed, and in the capacity therein stated:
JOHN YAHOUDY
eeeeeasaoeeeea�
4862 -
GIVEN UND MY HAND AND SEAL OF OFFICE THIS
DAY
2000,
!~
E DARLENE FANNON
NOTARV PUBLIC
Notary P blic in the State of TexasNt State of Texas
C� j Te r Comm. Exp 09-20.2004
My Commission Expires:
BEFORE ME, the undersigned Notary Public in and for the State
of Texas, on this day personally appeared Mark Wagner,
known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he
executed the some for the purpose and consideration therein HEATHER A. ODEN
expressed, and in the capacity therein stated: f, ; ` COMMISSION EXPIRES
JANUARY 25, 2003
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS
DAY OF DMC%V115CK , 2000.
Notary Public in the State of Texas�i(
My Commission Expires: I -A6-0?2
CERTIFICATE OF APPROVAL
Approved this
�Da� day of
0 C4 elr- ,
2000.
by the Denton
County Development
District Number 4, Denton
County, Texas.
r (President)
ENGINEERS CERTIFICATE
I J. Anthony Sosebee, a 'Texas Licenced Engineer, do hereby
affirm that to the best of my; knowledge information and belief
and based upon the information provided, the drainage
improvements shown on this plat will have no adverse effect
on any property adjacent to the property shown. I further
declare that I will accept full responsibility for the integrity of
the drainage design and will defend and hold harmless Denton
County from any claim or litigation arising out of any errors,
omissions or other acts of negligence in the preparation of
same.
12 04
Anthony Sos bee, P.E. #59012
v Jo;a,n¢De>Dao¢p.DDDersaae¢�D'�
aN' .sn,HONY S(A%9EE
�.v0 �iva04D v3tl060h(y'p1i60 ¢eDOneO�
YYYYYYa � _ 59012 ;tea
FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS :
RAYZOR RANCH, L.P.
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, SPHONE: TEX(214) 7292 53410
FAX: (214) 292-3411
Mr. MARK WAGNER, President
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretary/Treasurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY GOODALE, Treosurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HUITT—ZOLLA! V
Hutt-ZoNare, Inc. Engineering / Arch tecttre
30 McKinney Ave. 8u1te 600 Dallas, Texas 75204
Phone (214) 871-33tl Fax (214) 871-0757
NOVEMBER, 2000 SHEET 5 OF 5
This
of
by I
CERTIFICATE
,ed this day
, 2000,
ty Commissioners Court.
DAM'GWNTYcoli� in:
CYNTHIA MITCHLLL, COUNTY
On Dec 15 2000
At 9:25am
Receipt #: 50258
Recording: 124.00
Doc/Mgmt : 6.00
Doc/Num 2000-RO,19150
Doc/Type PLA
Deputy -Jennifer
RECORDING INFORMATION
H:/Proj/Lontona/01271028/dwg/271028JF03.dwc
j } DENTON COUNTY I it i
I j DEVELOPMENT DISTRICT NO. 4
VOL 4584, PG_ 1180
n v q D.R.D.C.T. I %
:o . I 1
POINT OF COMMENCING
I IRi I 11
I.
III
1 i
ii
e=40•37'08" 1
N82.33'560E R=1250.00' I I
100.00' L=886.16'
CH=867.72' RS
CB=N12'52'30"E / /1
Y/ 1
IRS
A=27'18'49" 1 1
R=2200.00' 1
L=1048.78'
CH=1038.88' 1 1
CB=N19'31'39"E
I
Ti-
jl
I ;
1 j f
I
i
i e
i ,IF
t
t li
,
AMENDED PLAT: �w ,
GEC !cy,
THIS PLAT WAS PREVIOUSLY RECORDED IN CABINET S, PAGE 342 i
AND IS NOW AMENDED TO CORRECT THE FOLLOWING DIMENSIONAL `
ERRORS; !t
1. THE COMMON LINE BETWEEN LOT 1 AND LOT 2, BLOCK 28C
HAS BEEN CORRECTED FROM 121.75' TO 121.83'. l
1
2. THE DIMENSION ALONG THE FRONT OF LOT 52, BLOCK 28C
HAS BEEN CORRECTED FROM 60.00' TO 57.06'.
3. THE EXTERIOR BOUNDARY DIMENSION ALONG THE SOUTHEASTERLY
SIDE OF THE ADDITION HAS BEEN CORRECTED FROM 873.32' TO
853.27'.
4. ADDED CENTERLINE CURVE DATA (CURVE NO. 53) AT THE
INTERSECTION OF OWENS STREET AND HOLLIDAY ROAD.
O L�4 4tN?- D �!
i SS? C. Cr /vo IANTANA TRAM
6D3 4 (VARIABLE WIDTH
CAB. S. SL. 314
R.O.W.)
/
t � 7' r-._..'�"'�.... ;'5 P.R.D.C.T.IRs
�___L f NO5.52' 13"E _-
1 / 184.68'
I ` r
i
RAYZOR RANCH, L.P.
VOL. 4552, PG. 465 \
D.R.D.C.T.
1
,{ I
I '
1`
i
it
i
l
I
Approved by Denton County
1>ev, opment &Ipp01t COSninj..CeV
=
b�_t
J
y --
Dat('— (7I 1846
IRS = 5/8" IRON ROD SET
WITH "HUITT-ZOLLARS" CAP
IRF = 5/8" IRON ROD FOUND
WITH "HUITT-ZOLLARS" CAP
A=18*36'41" 1
R=2100.00' �N2428'54"E
L=649.66' 234.54'
CH=646.81'
N15'10'34"E
OWNERS :
RAYZOR RANCH, L.P
L 100 200 400
SCALE IN FEET
BASIS OF BEARING:
TEXAS STATE PLANE COORDINATE SYSTEM,
NORTH CENTRAL TEXAS ZONE NAD 83.
ESTABLISHED WITH G.P.S. FROM N.G.S.
MONUMENT "DTOB" IN JUNE 1999.
[ POINT OF BEGINNING]
AMENDED FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214)292-3411
Mr. MARK WAGNER, President
Mr.. JOHN WAGNER, Vice President
Mr. PAUL PARR, Secretary/Treasurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY GOODALE, Treosurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HUITf-ZOL[ARS
Hunt-2ounk kw. E Vh"rk,p / Arohttechre
30 McKir" Ave. Suite 600 Datae, Tex" 75204
Phone (214) 87t-33tI Fax (214) 971-0757
Filed for Record -in:
DENTON COUNTY TX
CYNTHIA MITCHkLL, COUNTY CLERK
On Apr 19 2001
At 9:36am
Receipt It: 19175
Recording: 18400
Doc/Mgmt 6.00
Doc/Num 2001-R0034990
D8c/Type PLR
epu y -Felicia
FEBRUARY, 2001 SHEET 1 OF 5
H:/ProjAontono/01271028/dwg/271028JFOtAt.dwg'
GENERAL NOTES:
1. WATER AND SANITARY SEWER SERVICE TO
BE PROVIDED BY:
UPPER TRINITY REGIONAL WATER DISTRICT
396 WEST MAIN STREET, SUITE 102,
LEWISVILLE, TEXAS 75057
P.O. BOX DRAWER 305.
LEWISVILLE, TEXAS 75067
(972) 219-1228, (972) 221-9896 FAX
2. ALL FRANCHISED UTILITY SERVICE TO BE
PROVIDED BY:
COSERV
7701 SOUTH STEMMONS FREEWAY
CORINTH, TEXAS 75065
(800) 274-4014 (940) 270-7790 FAX
3. THIS PLAT IS NOT WITHIN A FEMA-DESIGNATED
FLOODPLAIN. FOR LIMITS OF THE 100-YEAR
FLOODPLAIN IN THIS AREA, REFER TO FEMA
MAP NUMBER 48121CO526 E APRIL 2, 1997
DENTON COUNTY.
4. THE MAINTENANCE OF PAVING, GRADING AND
DRAINAGE IMPROVEMENTS AND/OR EASEMENTS
SHOWN ON THIS PLAT ARE THE RESPONSIBILITY
OF DENTON COUNTY DEVELOPMENT DISTRICT
NO. 4 AND DO NOT CONSTITUTE ACCEPTANCE
OF SAME FOR MAINTENANCE PURPOSES BY
DENTON COUNTY.
5. ALL LOT CORNERS WILL BE SET UPON COMPLETION
OF CONSTRUCTION USING 5/8" x 18" REBAR
WITH YELLOW PLASTIC CAP STAMPED "HUITT-ZOLLARS".
THE CENTERLINE OF THE STREET RIGHT-OF-WAY WILL
BE MONUMENTED WITH A SCRIBED "X" IN CONCRETE
AT THE P.C.'S, P.T.'S AND INTERSECTION POINTS.
6. ALL STREET R.O.W. AND COMMON AREAS (EXCEPT
COMMON AREA NO. 4) WITHIN SANDLIN ADDITION
ARE PRESENTLY OWNED BY DENTON COUNTY
DEVELOPMENT DISTRICT NO. 4 AS RECORDED IN
VOL. 4552, PG. 603 D.R.D.C.T.
COSERV \
ESMT.
'00'54"W N32'59'06"W
18.91 ' 8.00'/'
rah
use
i f
i
A=18' 12' 43"
R=2500_00'
f L=794.64'
CH=791.30'
_T
CB=N 15'22'33"E
LANTANA FUTURE /
PARCEL 30
I RAYZOR RANCH, L.P.
VOL. 4552, PG. 465 Q h �•
D.R.D.C.T. t Q? 3 c
IRS
h
S6g.
62.E
j 130.33'
CURVE TABLE
CURVE
DELTA
RADIUS
I LENGTH
CHORD
CHORD BEARING
C46
85'57'52"
20.00'
30.01'
27.27'
S22'32'10"E
C47
138'00'41"
50.00'
120.44'
93.36'
S03'29'15"W
C48
08'02'30"
540.00'
75.79'
75.73'
S28'30'09"W
C49
04'02'07"
525.00'
36.98'
36.97'
N22'27'50"E
C50
04'02'07"
550,00'
38.74'
38.73'
N22'27'51"E
C51
02'55'30"
490.50'
25.04'
25.04'
N55'52'05"W
C52
11'06'45"
309.50'
60.03'
S9.93
N59'57'43"W
C53
85'58'05"
45.00'
67.52'
61.36'
N22'32'18"W
0 7
? 0Cy
15
69• o
COMMON 79,
w
AREA 2 �' 9 /
74 0
S
91
0
13 o c
00 $Ci
776, 73' E o / `0
6S
op 12
0 00
C5 616 3 73.F
p. 33• •`" 6
o� 0 17,
$6 p �oN O
o" 79> 3'7,3F �. ry w O 6
o' 2S' 2 S6 33,
g3 t0 S,p(
CO '73•
F Q o 5
19.60 '
-11.76' 9 m00% b Ss 5 3 y
S6g• � a Op 7S 003„
4
`
6 3' /
8 6g.
6g Op Z o0 77S. p 73 F
72 07
. 3 F q / 3 0
7 o
Oo o S6Sp73F c'
31 / o' °' o
633 F � � z
1s.283' 40.00'
COMMON 5
�S A
AREA 2 ` °.0' 13.81'oh
O/
,.cr n. �� ^
tK SURVEY ABSTRACT `\
F \ LINE o,
N67'00'54"E-j
11.57' IS67*00'54"W INPOT OF BEGINNING
f
2.00'
/ 7 S69'28'54"W
/ 1 35.36'
f
1
I
f /�~\
TYPICAL
COSERV EASEMENTS
EQUIPMENT
EASEMENT
3
Er
20'
SWITCH GEAR
20'X20'
L
120'
w
w
LOT LINE
N
TRANSFORMER
8'X10'
10
w/PEDESTAL
3'X6'
8
3' LOT LINE
6,
HANDHOLE
5'X5'
5 5'
w/PEDESTAL
3'X3'
-, 3' LOT LINE
.i CY���
8.86' o OkpN <o`b 52
7.77' 6 �s0'RD\Fer '0S2g,
.4i 000' k'J \S•
y 6 3j,
96
Rs 5' COS�RESMT \S3j01 ti000 = p^p 1
q65. 6.447 6p 2
`A LANTANA FUTURE /V6s3Jo6" (R7 <FR WjY1S
PARCEL 27 /
! l w4 v
RAYZOR RANCH, L.P. 9,
VOL. 4552, PG. 465
\,DC.T.
'ti r J
* THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
rl
7
50
51
103
�o 43
9 c,.
44
0
3',
S 0
0
`oo $ 9Cl
S
46
0
o 91
2847 / o
S6 3 p 5
48 0 ^
9S o73" �` 0 o S6 .
776
49 u O
4-
3'73„w �' 2. o• 0 69 317
00' �o Q' 0 7S• 00
00/`o 0 48
6g53y3f
/ 28 °0
o `O C 49
0
o /'0 $6933,
Op 77S 003„�
50
/ S6g 33
54
).05
94' 52
53
51
v -bmMON-��S/ IRS
AREA s6s31'
/.� 30\p6" IRS
SIRS—
IRS
\ �G=11-06'46" j
R=309.50,
L-60 03'
CH=59.93'
CB=N71'04'29"W
A=1 1'06'46"
R=490.50'
L=95.13'
CH=94.99'
CB=N71'04'29"W
N65'31'06"W
81.04'
IRS = 5/8" IRON ROD SET
WITH "HUITT-ZOLLARS" CAP
LINE TABLE
BEARING
LENGTH
20'26'47'W
19.20'
24'28'54"W
34.57'
16'13'54"E
13.05'
86'40'59"W
2.12'
I
67'27'50"W
13.64'
69'28'54"E
14.14'
20'31'09"W
35.365'31'06"W
30.00'
20'31'07"W
14.14'
L37
I S24'28'54"W
40.00'
43
44
42
I�
DENTON
T r\
/HflfCKORY
HILL
FM 407
_P�
7 n
O
a
JETER
TO
FT WORTH
/\ o
3 Z
�F NOT TO SCALE
PROJECT
LOCATION
VICINITY MAP (N.T.S.
FM
TO
DALLAS
NOTES I. REDUCE FRONT YARD SETBACK BY 5' WITH J-DRIVE.
45 2. REDUCE REAR YARD SETBACK TO 10' MINIMUM WITH
9337 DETACHED GARAGES.
7$pp3'f 3. SIDE YARD SETBACKS ADJACENT TO STREETS SHALL
46 BE INCREASED BY 5'.
- & ! i
J e Cy j �f 60'
REAR YARD
WVJ 0 50 100 200 SETBACK -_ T
SIDE YARD
%\ SCALE IN FEET i SETBACK
b• 5' 5'
(0 BASIS OF BEARING:
p� TEXAS STATE PLANE COORDINATE SYSTEM, Lo
�N NORTH CENTRAL TEXAS ZONE NAD 83. SIDE
ESTABLISHED WITH G.P.S. FROM N.G.S.SETBACK - j
MONUMENT "DTOB" IN JUNE 1999. r-----1 FRONT YARD
SETBACK
S. WOFFORD SURVEY
ABSTRACT NO. 1371 j _�� STREET R.O.W.
BBB & CRR SURVEY i' / �� TYPICAL MIN. BUILDING SETBACK LINES
ABSTRACT NO. 162 \ SETBACKS APPLICABLE TO ALL LOTS
UNLESS NOTED OTHERWISE
AMENDED FINAL PLAT
A=08' 1 1' 16" OF
R=7aa9° SANDLIN ADDITION
CH=70.03' CB=S61'25'28"E AN ADDITION TO DENTON COUNTY, TEXAS
S65'31I/ / SITUATED IN THE
�81.04' BUFFALO, BAYOU, BRAZOS &
IRS/ l 1` COLORADO RAILROAD CO. SURVEY
\% ABSTRACT NO. 162 &
S2428'54"W S. WOFFORD SURVEY
\ , 50.00' ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS SURVEYOR: [ Rc
R : ZORRAYZ RANCH, L.P. ��� �-('�t�� JLIi�� t V
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350 HWtt-2olsrs, kic ErQnoerkg / Ard tecttre
DALLAS, TEXAS 75225 31M MW rmy Ave. "a BOO Dales, Texas 75204
PHONE: (21 4) 292-341 O Phone(214) 87t-33t1 Fax 04) 871-0757
FAX: (214) 292-3411 Fi gd pgr• Record in:
Mr. MARK WAGNER, President DEN UN COUNTY TX
Mr. JOHN WAGNER, Vice President CYNTHIA MITCHLLL, COUNTY CLERK
Mr. PAUL FARR, Secretory/Treosurer On Apr, 19 n0i
DENTON COUNTY DEVELOPMENT At 9:36as
DISTRICT NUMBER 4 Receipt 1t: 19175
2401 F.M. HIGHWAY 407 EAST Recording: 184.00
ARGYLE, TEXAS 76226 Doc/Mg®t : 6.00
(940) 728-5050 (940) 728-5058 FAX Doc/Nup: 2001-R0034990
�Pe PLA
Mr. DON BLACKWOOD, President Depu y -Felicia
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretory
Mr. JERRY GOODALE, Treasurer/Asst. Secretary FEBRUARY 2001 SHEET 2 OF 5
Mr. DAVID R, DENISON, Assistant Secretory
H:/Proj/Lontono/01271028/dwg/271028JF01A1.dwg
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
CHORD BEARING
C1
2731'15"
450.00'
216.15'
214.08'
N73'22'39"E
C2
12'06'26"
250.00'
52.83'
52.73'
S65'40'14"W
C3
19'00'54"
170.00'
56.42'
56.16'
N69'07'28"E
C4
110*51'45"
45.00'
87.07'
74,11'
N64'57'06"W
C5
10*23*55"
332.50'
60.35'
60.26'
S14'43'11"E
C6
66'19'34"
250.00'
289.40'
273.51'
N1114'39"E
C7
25'57'39"
332-50'
150.66'
149.37'
S33'25'36"W
C8
25'57'39"
612.50'
277.53'
275.16'
S33'25'36"W
C9
76'47'25"
150.00'
201.04'
186.32'
N08'00'44"E
C10
51'48'58"
200.00'
180.87'
174,77'
S20'16'51"E
C11
08'29'22"
1210.00'
179.28'
179.12'
NOt'22'57"E
712
147'53'13"
50.00'
129,06'
96.10'
S1S11'39"w
C13
2731'15"
145.00'
69.65'
68.98'
N7322'38"E
C14
158't1'04"
50.00'
138.04'
98.19'
N41'17'27"W
C15
10'23'55"
307.50'
55.8V
55,73'
S14*43'11"E
C16
66'19'34"
275.00' 1
318.34'
300.86'
N13'14'39"E
C17
25*57*39"
307.50'
1 139.33'
138.14'
S33'25'36"W
C18
20.14'38"
637.50'
225.24'
224.07'
S30'34'05"W
C19
46*24*29"
225.00'
182.24'
177.30'
S17'34'37"E
C20
08'20'52"
1720.00'
250.60'
250.38'
N11'35.01"W
C21
01'48'26"
1070.00'
33.75'
33.75'
N06'30'22"W
C23
06'52'12"
1235.00'
148-08'
147.99'
NO2'11'32"E
C24
24'S4'27"
475.00'
206.49'
204.87'
N72'04'15"E
C25
44'51'58"
175.00'
137.04'
133.56'
S16'48'21"E
C26
06'04'16"
1185.00'
125.5C
125.50'
NO2'35'30"E
C27
76'47'25"
125.00'
167.53'
155.27'
N08'00'44"E
C28
24'35'47"
425.00'
182.45'
181.05'
N71'54'55"E
C29
19'45'49"
310.00'
106.93'
106.40'
N75'04'28"E
C30
81'29'39"
20.00'
28.45'
26.11'
S37'53'05"W
C31
05'34'32"
310.00'
30.17'
30.16'
N62'24'17"E
C32
19'00'54"
195.00'
64.72'
64.42'
N69'07'28"E
C33
t 10*51'45"
20.00'
38.70'
32.94'
N64'57'06"W
C34
12'06'26"
275.00'
58.11'
58.00'
S65'40'14"W
C35
03'07'03"
357.50'
19.45'
19.45'
S11.04'45"E
C36
21'27'58"
175.00'
65.56'
65.10
1 N19'39'00"W
C37
157'32'27"
50.00'
137.48'
98.09'
1 N07-21'29"E
C38
22'46'28"
175.00'
69.56'
69.10'
N35'01'12"E
C39
25'57'39"
587.50'
266.20'
263.93'
S33'25'36"w
C40
0658'49"
472.50'
57.56'
57.53'
S27'51'12"W
C41
12'06'26"
225.00'
4Z55'
47.46'
S65'40'14"W
C42
66'19'34"
225.00'
260.46'
246.16'
N13'14'39"E
C43
25'57'39"
357.50'
161.98'
160.60'
S33'25'36"W
C44
06'30'56"
1070.00'
121.68'
121.61'
NO3'00'43"E
C45
04'10'18"
2520.00'
183.48'
183.44'
N08'21'201
C46
81'29'39"
45,00'
64.01'
58.74'
S37'53'05"W
LINE TABLE
TANGENT
BEARING
LENGTH
L7
N87'08'16"E
13.20'
L2
S70'45'28"E
1.86'
L3
N36'14'13"E
5,40'
L4
S82'38'31 "E
8.25'
L5
N30'22'59"W
4581'
L6
N46'11'20"W
13.29'
L7
N42'08'16"E
14.14'
1_8
S46'45'10"E
13.88'
L9
N43'13'45"E
14.67'
L10
S48'57'12"E
14.83'
L11
S00'27'47"E
14.96'
L12
N87-13'21"W
13.81'
L13
N48-39'28"W
13.78'
L14
N80'28'47"E
65.31'
L15
S28743'46"W
14,84'
L16
NI4'37'00"E
14.14'
L17
N30.22'59"W
13.81'
L18
S19'55'08"E
60.00'
L19
S09'1S21"E
51.19'
L20
S1717'32"W
50.32'
L21
S46'24'26"W
44.12'
L22
S20'26'47'W
26.34'
L23
S20'26'47"W
26.34'
L24
S64'05'50"E
14,34'
L25
S46'24'26'W
34.64'
L26
N46'24'26"E
34.64'
L27
S87'08'16'W
11.62'
* THIS PLAT WAS
REFERENCED AS
PARCEL 28 ON THE
PRELIMINARY PLAT.
' C%%%
TO
DENTON
i
IRS
\ lu z
LANTANA FUTURE 5� �.. S' CO RV � SF NOT TO SCALE
PARCEL 31 101 I ESMT. ^�
O
RAYZOR RANCH, L.P. 6L, �/N t
\ VOL. 4552, PG. 465 �F, h61 76 `o N 17
D.R.D.C.T. �� 6 : o / can
Y c39�60 `s O 40.00' N J
\ / ,o. t5 a0.n. 1D PROJECT
5
\ \ A=08'23'01" SERV to 40.00' "tt j HICKORY HILL LOCATION
R=940.00
/ ' 6 o0.0: aayal w f
' SMT. o90 s a• 5 L3 12
L=137.54' 6 5 , o. 13
y, 5 y0 18
FM 407 s
CH=137.42d+�, �� 6 �° 34.75' 281' 'A 0 WO
CB=N63'48'32"E o. 0,0..� cR 6"w a a> ^A
�'•✓ �` \ \ IRS 72 73' m OQ .P
60 s� s 6 128. 0 00 vct FM 407
N68'00'02"E 5' COSE V oa 6° / a� C33 o `P `� JETER
0.9: o• a W TO
150.32' ESM 7.50' , 10 0o oo J TO
`s O• 1• w 124 49 0
N51'05'23"E \ IRS o. o FT WORTH
6 6 ;p,� 9 o DALLAS
117.2V 24. 8' s s 9 0 I 60 °1° s u ow o 20 VICINITY MAP (N.T.S.)
BO BS 35.83'Ng9.91 L i 8 C q "W
N74' 14'33"E \ \ 28 F off° P� a °° s 2.14' 17' p• 120.26 A=14'25'S7"
\\ IRS 'yay CO 6 Ro 0 7p,9., R=192.50'
20.00'\\ \ Oy 5 jv 7 'ONpO o� Sa O 90p 0 L54 0 21 n L=48.49' IfN 0
'1 0.1' �6,a2, 6 .a c3` 0 O R 61. DSO• • O.r a6? rn o '46"W IRS II V
CH=48.36
F 61O'11 s 19.45' 176.03'
IR �Oti sug, 5 9.53' �^ 6 6 o• 5 00.0•. �� 28 ,ate: 70 21.40' 7.8T
CB=S 12'42' 10"E
S'1• � i ^ O. �s 22
IRS 6R) L27 °'y1 J'� fir'• 61 �° S O -� W, L15 U cr 48.49' \N IRS
COMMON 7 a F C1C3 6 �U. 4 0.9: 6' ��0. 7t �3A: 27.37' n%'w ag2 O RAYZOR RANCH, L.P.
o 5' COSERV • o g s s a 0 0 ' 29sa' 29 cr U l• 70 p0 0
a o a s . s 6 0 s s '- A,, 115' VOL. 4552, PG. 465
AREA 3 a• a o 0. E o
ESMT. c L2 t8.98' 3 0. F °� 6 ,o. 12 pp•y., 30J4' i.q'28/ rn 23 o D.R.D.C.T.
A=08'20'52" 47'4 " e- g0 s s �• , o 'spa. F a 7 q1 p v+
_ 45.74' �Q. 2 posy: 06 Q �s0. 13 pOs�: CZ oN 7a l9.54 v 00 IQoa50, o
R=1700.00' �� t t 9.66' C30 � � c^ �,/_°/
L=247.69' 0p 3 39.43' 1 00 C310, 66� 1 0. ta�so s 6100 oa1 a39a S \1 24 25 00 15' DRAINAGE ESMT.
1 N r_ 30.65' 'S 0.9, Off. ti L2a p s, rn 1
CH=247.47' o Zs F a5 yo s .sa, F o0 59 1`
CB=N11'35'01 W N87' 8'1 O a�. 1561' E� N 18 rn 26
0 a o., R s m 7 rn N
t 29.23' 15.69'� O. y"` 13.95' "W
N ^� N g6 36 J' �S`�i-'. 0° \,F•R p:Nl 2�6 `fl iir •01* 5 m .4
2 0 57 00 O
orn. 115 O �\s rn 25 s
m• F 1 l5 L16 25 27
N87' ' 1 .. �. .a 21.51' 6°' ^�
17 '0 1 L17 o W x1 Z o, o
121.83' p O, S y2 p0 W,
x m o r w, 5 S� g 42.92' 2 W po, a rn O `' 115 r
yv� Z 36.47' o o t8 'oos a5' ag9 5y5 y 7�pti5, r 7�1y00 0 �y �� 20' UTILITY & SURFACE
r a IRS 1 0 1 l c+ 5 Z9 o ✓- m 27.32'26
c� 0 �" 7 .5'S \ a+ 13 24 O m 28 0• 0 36.35' ^ DRAINAGE EASEMENT 0 50 100 200
` AU' Z 1 =� 716.41' ( Lt3 77 100• 22.65' O 4,y0Yt 577.3 '1 W .P I _.I
} o (i I .28 / 43.36' 4 52 W o. 0 ° 118.43 cis
RCN _ 115J6' L7 G/ S75'22'58"E 57��6ga 57 115� .58. SCALE w FEET
r .y L 7 0 L 1 14.14' %o L4 \ 33.39' v` :� 0 20
S a1 NS7•0g 16"E .a iO __,_•..• C2ain i 29 27 28
a p a S30'22'S9"E ? U N O p BASIS OF BEARING:
160.7 9' so u v S 39.89' io C
COMMON 13.8t °. 23
{ � Lg LS N N85'S5'48"W N87 a' 7"W TEXAS STATE PLANE COORDINATE SYSTEM,
11 9 ^I N42'Ot'04"E RAYZOR AREA
L.P. N ati� 620j'70„ N t t5.00' 146.68' NORTH CENTRAL TEXAS ZONE NAD 83.
A=13'40'46"I tt5.25' ta.67' °�' S Q?3, W o 30 ° Zg ESTABLISHED WITH G.P.S. FROM N.G.S.
I _ VOL. 4670, PG. 3180 22 h h w 0
R=1050.00'I 23 `r w3 S D.R.D.C.T.�J�S42'02'25"W NS9 M�U 809 MONUMENT "DTOB" IN JUNE 1999.
1=250.69'y o o roo 20,44' F o ? S• 55.22' '1, ?g, o N2 • o
+ v� �i-.Oct B S y. 71 O 4'35„
CH=250.091 a 8. .73"E ����� 'iss•°. / s F h s s'• rn 78
S1, w
_ ,i '� 0 tiF 21 F• �, OO k�6. IRS
CB=N00'34'12"W. o, 115.os' No sF 3 °°.x� yti ,sss �00 ti7s 31 h 29
28 24.94'0`
COMMON 'n t2.60' 17.01''' •`bl E o`3u, O °° vi• zo li 60.• ,y p`?u•• 74js'
I AREA 2 [IRS S 8'4 '1 "E �0 SF. 2 ° F O k, �o° >>`�,5. 28 O° R,;•. 32 h '83';h' AMENDED FINAL PLAT
1 16.23' 0k �, `�S• 0 `L6• O F O O `�° �� `�S• 30
' cu'n .S p Sy.. O `Ld '\0 p0 �'FS 7 9 O• 60' ; ,y O `Tp O� a 'Ys?OF
I 21 O �n k6 p`I.' y0 �l .?s, 00 FS• 33 °' 60 43.27'/136,
I 2 o O l t 6 ° "� Sp SF •• O y0 11 `PS• 13:58' 98 `?l e
°a s o tiF a SANDLIN ADDITION
p ' S2° c1 n cNs °' Fii. t 8 O O J. 31
ZV o �. N7Y1 64 rn rn ,� {Fby , Ss 0°O FJ. 34 p• 60� - 6°' �,sS,
S. WOFFORD SURVEY j 13620 ° U2 0° \oP 9 y so r•. 0 6° ' �s• sp .Q„ AN ADDITION TO DENTON COUNTY, TEXAS
ABSTRACT NO. 162 01-- c; . �� • `� °o Fs t7 0 o Sp3F, o o° �Fs. 32 °
35 ° li 600 / °°. , SITUATED IN THE
Z"h9 + N771g52 A° �.75' o �F o 6° '��s• Sos BUFFALO, BAYOU, BRAZOS &
O �-- 169 07 'v cL 'l' 16 O• O S ? , O �'F °•
O �? 33 7y
zW � u1 ° y° �; �s. Ooa tiR 36 ° 6°? �� 6° ',3s• COLORADO RAILROAD CO. SURVEY
17.94' 28 L6 11.31' S O 1 3 ti S S
W 1g '<' 15Op y,, °O,s S� ti� y0 �.pp,F.,
LANTANA FUTURE oo O q1 FF• 6°O yz 37°0•�' o° �6�° °o Rs' 34 �` tK ABSTRACT NO. 162 &
PARCEL 30 � / 1, F,. 9.10' , 0 3• 60 a 6° 1� �s• yp .
v s F ti �,° �,�s, so`�F S. WOFFORD SURVEY
W ( N19'0702"E 830, t4 pO SJy O� Sp v'rFy O ?�" 00 yFJ - 35 p' $
RAYZOR RANCH, L.P. o 73.21' 18 s9 os' 4s,R h�tie tiAs 38 0• Bop ��� eo ,, as• ti� ABSTRACT NO. 1371
VOL. 4552, PG. 465 63, o M� h lls °3 6 �� ss• y�o o s osF ti�
a • o ^ c ° s•• y 31.59' s 150 LOTS, 4 COMMON AREAS, 37.47 ACRES
D.R.D.C.T. ^ 746984E ° 39 Fly 600° Lh° 60 1S�S. yt
17 / 7839, 4�^ ,�s S2 23.9 L ° 37 0 �Fii
o OWNERS SURVEYOR:
5003)L '1 .°Oy)y �' 1`�J II III
73as'o4 e h� ^ tz " Nss ao 0 o y 'so �F•. RAYZOR RANCH, L.P. H� II��
ro 1 o F -38 p' /i by: RAYZOR RANCH, G.P.
M 16 6.52' B J ' a° 1 17S 7A8•• ZOLLARS
1� , �� ITS GENERAL PARTNER
/) •�, 71S 7 h 00• �L �' 1SS• 8401 N. CENTRAL EXPRESSWAY, SUITE 350 HUM-Za18mna' Eno �g/Ardtoctre
a0.t6' 00' w 41 �/ 20.95' oJF„ DALLAS, TEXAS 75225
3qt MCKkraY Ave. &ite 800. Defea, Texee 75204
L22 32.30' 465. c°�� 4Fj, 39 li PHONE: (214) 292-3410 Me�Por RecorPin�t 7'�
3 ,�� ,12g, 13.12', FAX: (214) 292-3411
1^ • N6933't323 77$O7 y1 moo' c q , Fg, Mr. MARK WAGNER, President DENTON COUNTY TX
ty 32.30' O' 00• ly Mr. JOHN WAGNER, Vice President CYNTHIA "MITCH�LI, COUNTY CLERK
34.45'4224.44' 4028 IRS Mr. PAUL FARR, Secretory/Treasurer On Apr 19 ant
= 5 8" IRON R00 SET 34.45' �s�s3, C A=25'57'39" DENTON COUNTY DEVELOPMENT At 9:36aA
IRS
/ 29.46''00I R=192.50' DISTRICT NUMBER 4 Receipt #: 19175
WITH "HUITT-ZOLLARS" CAP 41 Recording: 184.00
O L=87.22' 2401 F.M. HIGHWAY 407 EAST
78.44' ARGYLE. TEXAS 76226 Doc/Mgrt : 6.00 IRS CH=86.48 Doc/Nua : 2001-R0034990
SyE�r "(940) 728-5050 (940) 728-5058 FAX Doc/Type : PLA
C6=S33'25'36W
Mr. DON BLACKWOOD, President Deputy -Felicia
2 Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretory
Mr. JERRY GOODALE, Treosurer/Asst. Secretory FEBRUARY 2001 SHEET 3 OF 5
Mr. DAVID R. DENISON, Assistant Secretory
H:/Proj/Lontano/01271028/dwg/271028JF02A1.dwg
OWNERS DEDICATION
OOK
STATE OF TEXAS
COUNTY OF DENTON
WHEREAS, RAYZOR RANCH, L.P. and DENTON COUNTY DEVELOPMENT DISTRICT
NO. 4 ore the owners of o tract of land situated in the Buffalo, Bayou,
Brazos, & Colorado Railroad Survey, Abstract No. 162, and the S. Wofford
Survey, Abstract No. 1371, Denton County, Texas, and being a portion of a
tract of land as described in Correction General Warranty Deed to RAYZOR
RANCH, L.P.. as recorded in Volume 4552, Page 465 of the Deed Records of
Denton County, Texas, and also being a portion of those trocts of land as
described in Special Warranty Deed of Dedication to DENTON COUNTY
DEVELOPMENT DISTRICT No. 4 as recorded in Volume 4552, Page 603 of the
Deed Records of Denton County, Texas and being more particularly described
as follows:
COMMENCING at a 5/8 inch iron rod set with "Huitt-Zollors" cap at the
intersection of the northerly right-of-way line of Royzor Road (variable width
street right-of-way) according to the plot recorded in Cabinet S, Slide 320 of
the Plat Records of Denton County, Texas and the westerly right-of-way line
of Lantana Trail (variable width street right-of-way) according to the plot
recorded in Cabinet S, Slide 314 of the Plot Records of Denton County,
Texas;
THENCE, North 82 degrees 33 minutes 56 seconds East, a distance of 100.00
feet to a point for a corner on the easterly right-of-way line of said Lantana
Trail and being the beginning of a non-tongent curve to the right having a
central angle of 40 degrees 37 minutes 08 seconds, a radius of 1250.00 feet
and being subtended by o 867.72 foot chord which bears North 12 degrees
52 minutes 30 seconds East;
THENCE, along the easterly right-of-woy line of said Lantana Trail the
following courses:
Along said curve to the right, an arc distance of 886.16 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cop for a corner at the end of said curve;
North 33 degrees
11 minutes
04 seconds East,
a distance of
430.35 feet to
a 5/8 inch
iron rod set with
"Huitt-Zollars" cop
for o corner
at the beginning
of a curve
to the
left having
a central angle of
27 degrees
18 minutes 49
seconds, a
radius
of 2200.00
feet and being subtended
by a
1038.88 foot
chord which
bears
North 19 degrees 31 minutes
39 seconds
East;
Along said curve to the left, an arc dstorce of 1048.78 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
North 05 degrees
52 minutes 1 " seconds iCost, a
distance of
184.68 feet to
a 5/8 inch
iron rod set with "Hunt-Zolla, cop
for o corner
of the beginning
of a curve
to the
right having c centre' ;, gie of
18 degrees
36 minutes 41
seconds, a
radius
of 2000.00 feet on^ bung subtended
by a
646.81 foot
chord which
bears
North 15 degrees 10 minutes
34 seconds
East;
Along said curve to the right, on arc distance of 649.66 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap for a corner;
North 24 degrees 28 minutes 54 seconds East, a distance of 234.54 feet to
a 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner, the POINT OF
BEGINNING;
THENCE, continuing along the easterly right-of-way line of said Lantana Trail
the following courses:
North 24 degrees
28 minutes
54 seconds East,
a distance of
445.61 feet to
a 5/8 inch
iron rod set with
"Huitt-Zollors" cop
for a corner
at the beginning
of a curve
to the
left having
a central angle of
18 degrees
12 minutes 43
seconds, a
radius
of 2500.00
feet and being subtended by a
791.30 foot
chord which
bears
North 15 degrees 22 minutes
33 seconds
East;
Along
said curve to the left,
an arc
distance of
794.64 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cap
for a corner
at the beginning of a curve
to the
left having a central
angle of
13 degrees
40 minutes 46 seconds, a
radius
of 1050.00 feet and
being subtended
by a 250.09 foot chord which
bears
North 00 degrees 34
minutes
12 seconds
West;
Along
said curve to the left,
on arc
distance of
250.69 feet to a 5/8 inch
iron rod set with "Huitt-Zollars" cop
for a corner
at the beginning of a curve
to the
left having a central
angle of
08 degrees
20 minutes 52 seconds, a
radius
of 1700.00 feet and
being subtended
by a 247.47 foot chord which
bears
North 11 degrees 35
minutes
01 seconds
West;
Along said curve to the left, on arc distance of 247.69 feet to a 5/8 inch
iron rod set with "Huitt-Zollors" cop for a corner;
THENCE, North 74
degrees 14 minutes 33
seconds East, deporting the
easterly
right-of-woy line
of said Lantana Trail, a
distance of 20.00 feet to a
5/8
inch iron rod set
with "Huitt-Zollars" cop
for a corner;
THENCE, North 51 degrees 05 minutes 23 seconds East, a distance of 117.21
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cap for a corner;
THENCE, North 68 degrees 00 minutes 02 seconds East, a distance of 150.32
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner at the
beginning of o curve to the left having o central angle of 08 degrees 23
minutes 01 seconds, a radius of 940.00 feet and being subtended by a
137.42 foot chord which bears North 63 degrees 48 minutes 32 seconds
East;
THENCE, along said curve to the left, on arc distance of 137.54 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, North 59 degrees 37 minutes 01 seconds East, a distance of 621.85
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 05 degrees 29 minutes 11 seconds East, a distance of 474.84
feet to 0 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner at the
beginning of a curve to the left having a central angle of 14 degrees 25
minutes 57 seconds, a radius of 192.50 feet and being subtended by a 48.36
foot chord which bears South 12 degrees 42 minutes 10 seconds East;
THENCE, along said curve to the left, an arc distance of 48,49 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 19 degrees 55 minutes 08 seconds East, a distance of 465.17
feet to a 5/8 inch iron rod set with "Huitt-Zollors" cop for a corner;
THENCE, South 46 degrees 24 minutes 26 seconds West, a distance of 734.43
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cap for a corner at the
beginning of a curve to the left having a central angle of 25 degrees 57
minutes 39 seconds, a radius of 192.50 feet and being subtended by a 86.48
foot chord which bears South 33 degrees 25 minutes 36 seconds West;
THENCE, along said curve to the left, an arc distance of 87.22 feet to a 5/8
inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 20 degrees 26 minutes 47 seconds West, a distance of 853.27
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner at the
beginning of a non-tongent curve to the left having a central angle of 08
degrees 11 minutes 16 seconds, a radius of 490.50 feet and being subtended
by a 70.03 foot chord which bears South 61 degrees 25 minutes 28 seconds
East;
THENCE, along said curve to the left, an arc distance of 70.09 feet to a 5/8
inch iron rod set with "Huitt-Zollors" cop for a corner at the end of said
curve;
THENCE, South 65 degrees 31 minutes 06 seconds East, a distance of 81.04
feet to a 5/8 inch iron rod set with "Huitt- Zolfo rs" cop for a corner;
THENCE, South 24 degrees 28 minutes 54 seconds West, a distance of 50.00
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, North 65 degrees 31 minutes 06 seconds West,
a distance of 81.04
feet to a 5/8 inch iron
rod set
with "Huitt-Zollors" cap
for a corner at the
beginning of a curve to
the left
having a central angle of 11 degrees 06
minutes 46 seconds, a
radius of
490.50 feet and being
subtended by o 94,99
foot chord which bears
North 71
degrees 04 minutes 29
seconds West;
THENCE, along said curve to the
left, on
arc
distance of
95.13 feet to a 5/8
inch iron rod set with "Huitt-Zollars"
cap
for
a corner of the point of reverse
curvature of a curve to
the right
having
a central angle
of 11 degrees 06
minutes 46 seconds, a
radius of
309.50
feet
and being
subtended by a 59.93
foot chord which bears
North 71
degrees
04
minutes 29
seconds West;
THENCE, along said curve to the right, on arc distance of 60.03 feet to a
5/8 inch iron rod set with "Huitt-Zollars" cop for o corner at the end of
said curve;
THENCE, North 65 degrees 31 minutes 06 seconds West, a distance of 494.35
feet to a 5/8 inch iron rod set with "Huitt-Zollars" cop for a corner;
THENCE, South 69 degrees 28 minutes 54 seconds West, a distance of 35.36
feet to the POINT OF BEGINNING and Containing 37.47 acres of land, more or
less.
AMENDED FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS :
RAYZOR RANCH, L.P.
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214) 292-3411
Mr. MARK WAGNER, President
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretary/Treasurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 .EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY GOODALE, Treasurer/Asst. Secretary
Mr. DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HUITT-AIJ 11
"Atzolam Inc- evinearkv / Arcmocture
= MaKhM Ava "a &V Dataa. To= 75204
Phony WO 871-MI Fax (214) 87FO757
Filed for, Record in:
DENTON COUNTY TX
CYNTHIA MITCHLLL, 1TY GERM.
On Apr 19 2001
At 9:36am
Receipt #: 19175
Recording; 184.00
Doc/Mgmt : 6.00
Doc/Num : 2001-140034990
D c/T e • PLA
$epu� -Felicia
FEBRUARY, 2001 SHEET 4 OF 5
H:/Proj/Lantana/O1271028/dwg/271028JFO2A1.dwg
OWNERS CERTIFICATE
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, DENTON COUNTY DEVELOPMENT DISTRICT NUMBER 4,
acting by and through the undersigned, their duly
authorized agent, do hereby adopt this plot designating
designating the herein described property as, SANDLIN ADDITION,
Denton County, Texas and do hereby dedicate to the
public use forever the street right-of-way and public
easements shown hereon. It is further affirmed that
the property within this plat is within the Extra Territorial
Jurisdiction of Division 11 City of Denton, Denton County,
Texas.
Denton County Devel pment District Number 4
By.
won Bla kwood
President
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned Notary Public in and for the State
of Texas, on this day personally appeared Don Blackwood,
known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he
executed the some for the purpose and consideration therein
expressed, and in the capacity therein stated:
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS
DAY OF 2001.
BARBARA CROCY
Notary Public
STATE OF TEXAS
Notary Public in the State of Texas " " 'n' ��((
My Commission Expires: `' - ) H — al( 0� C
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, RAYZOR RANCH, L.P., acting by and through the undersigned,
their duly authorized agent, do hereby adopt this plot designating
the herein described property as, SANDLIN ADDITION, Denton County,
Texas and do hereby dedicate to the public use forever the street
rigght-of-woy and public easements shown hereon. It is further
offirmed that the property within this plot is within the Extra
Territorial Jurisdiction of Division It City of Denton, Denton County,
Texas.
Rayzor Ranch, L.P.
a Texas Limited Partnership
By: Royzor G.P., Inc.
o Texas Corporation,
its General Partner
By. ✓�
Mark W gner
President
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned Notary Public in and for the State
of Texas, on this day personally appeared Mork Wagner,
known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he
executed the some for the purpose and consideration therein
expressed, and in the capacity therein stated: /
GIVEN UND�R MY H NO AND SEAL OF OFFICE THIS J f
DAY OF 6VIQk 'I 2001.
h HEATHER A. ODEN
r
COMMISSION EXPIRES
Notary Public in the State of Texas,..,,,.«' lANl1ARY 25. 2003
My Commission Expires: 1 -66 l 03
SURVEYORS CERTIFICATE
KNOW ALL MEN BY THESES PRESENTS:
THAT I, ERIC YAHOUDY, Registered Professional Land
Surveyor, do hereby certify that this plat was prepared
from an actual and accurate survey of the land described
hereon, and that the corner monuments shown hereon were
found or placed under my personal supervision in accordance
with the Ordinances of Denton County.
ERIC YAHOUDA, R.P.L.S.
STATE OF TEXAS
COUNTY OF DALLAS
2- 1")-ot
Dote
BEFORE ME, the undersigned Notary Public in and for the
State of Texas, on this day personally appeared Eric Yohoudy,
known to me to be the person whose name is subscribed
to the foregoing instrument and acknowledged to me that
he executed the some for the purpose and consideration
therein expressed, and in the capacity therein stated:
GIVEN DER MY HAND AND SEAL OF OFFICE THIS
DAY OF 't4-WLAo-r- i , 2001,
ERIC JOHN YAHOUDY
...............
4862 _ t
S
------------
wot�� nA �o NOTARY PUBLIG
*State of Texas Pu is m the State of Texas �� Omm��,qT,�
My Commission Expires: �/�(��
CERTIFICATE OF APPROVAL
Approved this day of f Ga (-'C r1 2001.
by the Denton County Development District Number 4, Denton County, Texas.
i/rvlV i-%��
i• L • •••
(President)
ENGINEERS CERTIFICATE
I J. Anthony Sosebee, a Texas Licensed Engineer, do hereby
affirm that to the best of my knowledge information and belief
and based upon the information provided, the drainage
improvements shown on this plat will have no adverse effect
on any property adjacent to the property shown. I further
declare that I will accept full responsibility for the integrity of
the drainage design and will defend and hold harmless Denton
County from any claim or litigation arising out of any errors,
omissions or other acts of negligence in the preparation of
some.
J. nthony S-le, P.E. 59012
AMENDED FINAL PLAT
OF
SANDLIN ADDITION
AN ADDITION TO DENTON COUNTY, TEXAS
SITUATED IN THE
BUFFALO, BAYOU, BRAZOS &
COLORADO RAILROAD CO. SURVEY
ABSTRACT NO. 162 &
S. WOFFORD SURVEY
ABSTRACT NO. 1371
150 LOTS, 4 COMMON AREAS, 37.47 ACRES
OWNERS :
RAYZOR RANCH, L.P
by: RAYZOR RANCH, G.P.
ITS GENERAL PARTNER
8401 N. CENTRAL EXPRESSWAY, SUITE 350
DALLAS, TEXAS 75225
PHONE: (214) 292-3410
FAX: (214) 292-3411
Mr, MARK WAGNER, President
Mr. JOHN WAGNER, Vice President
Mr. PAUL FARR, Secretory/Treosurer
DENTON COUNTY DEVELOPMENT
DISTRICT NUMBER 4
2401 F.M. HIGHWAY 407 EAST
ARGYLE, TEXAS 76226
(940) 728-5050 (940) 728-5058 FAX
Mr. DON BLACKWOOD, President
Mr. VAUGHN ANDRUS, Vice President
Mr. JOHN WHEAT, Secretary
Mr. JERRY GOODALE, Treosurer/Asst, Secretary
Mr, DAVID R. DENISON, Assistant Secretary
SURVEYOR:
HUtTT—ZOLLARS
Huthzobre, ky- Ergir»erkg / Architechre
= McKk"y Ave. SWte 800 Da" Tex" 75204
Phorm (214) 871-= Fax (214) 871-0757
CERTIFICATE OF APPROVAL
DW814 NAcOlfl in:
CYNTHIA MITCHLLL, COUNTY
On Apr 19 aeol
At 9:36ae
Receipt #: 19175
Recording: 184.00
Due/MgNt; s fi,"
oc/Nua : 2001-R0034990
oc/Type - pLA
Deputy -Felicia
FEBRUARY, 2001 SHEET 5 OF 5 RECORDING INFORMATION
H:/Proj/Lantana/01271028/dwg/271028JF03At.dwg-