SB0003AV
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ION
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O
0
ca
o FISHTRAP ROAD
w a
D C
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0 `` US HWY NO. 380
PROSPER CITY LIMIT
FRISCO CITY LIMIT
LOCATION MAP
NOT TO SCALE
A=7'21'04"
R=558.00'
L=71.59'
Cb=N19*19'55"E
Ch=71.54'
SEALED BID DFW, L.P.
VOLUME 5246, PAGE 1851
R.P.R.D.C.T.
CALLED 227.80 AC.
wi
II
8
W
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60.40
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0.93'
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17
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N85'53'14"E
76.9T
63.00'
63.00'
80.01
21.54'
3
55.43'
4.60,
60.00
60.00
58.�2'
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NH9'S2_26'E N69'52 Zb L N69'S2 26 E
60' RIGHT—OF—WAY DEDICATION TO THE STATE OF TEXAS
1078.49'
S89'52'26"W FISHTRAP ROAD 2435.91' TOMMIE D. GLEN, TRUSTEE
U.E.
UTILITY EASEMENT LEGEND
D.E.
DRAINAGE EASEMENT
S.S.
SANITARY SEWER EASEMENT
BL
BUILDING SETBACK LINE
5/8'1RS
5/8—INCH IRON ROD W/CAP MARKED
PETITT—RPLS 4087" SET
1/2"IRF
IRON ROD FOUND
ODENOTES
STREET NAME CHANGE
R.O.W.
RIGHT—OF—WAY
P.O.B.
POINT OF BEGINNING
A.E.
ACCESS EASEMENT
50'R
50—FOOT RADIUS
A
DESIGNATES SUBDIVISION BLOCK
DENTON COUNTY FRESH WATER
SUPPLY DISTRICT NO. 10
CONTACT: CLAY E. CRAWFORD
3100 MCKINNON, SUITE 950
DALLAS, TEXAS 75201
PHONE (214) 981-9090
JACKSON—GRAY REAL ESTATE EXCHANGE TRUST
VOLUME 1001, PAGE 933
R.P.R.D.C.T.
GENERAL PARTNER: CENTEX REAL ESTATE CORP.
CONTACT: STEVEN H. MAGEE — SENIOR VICE—PRESIDENT
OF REAL ESTATE D/FW METRO DIVISION
2800 SURVEYOR BOULEVARD, BUILDING #1,
CARROLLTON, TEXAS 75006-5143
PHONE (214) 276-8000
16
ENGINEER & SURVEYOR:
0
JOHN ROY CAGLE z
VOLUME 821, PAGE 499
R.P.R.D.C.T.
CALLED 10.020 AC.
100 0 50 100 200
1 inch = 100 feet
LOT ' LOT
R.O.W.
LOT LOT
10'
O
R.O.W.
10'x10' TRANSFORMER PAD ESMT,
N.T.S.
58ocii�3t+
WEN —CHI LEE
VOLUME 2778, PAGE 62 5' j 7
R.P.R.D.C.T.
CALLED 20.207 AC.
Rx� �aa AOct baRA&AlseRLY'r" 1 �6
441CiW h.GIpr
94%S31 r'
14TUNAVIEFORM
ARTESIA PHASE 1A
DENTON COUNTY FRESH WATER SUPPLY DISTRICT No. 10 °v
138 RESIDENTIAL LOTS - 2 OTHER LOTS - 28.329 ACRES
a
STREET RIGHTS -OF -WAY - 16.208 ACRES
dC'
44.537 ACRES c
/41PF SITUATED IN THE
LOUISA NETHERLY SUP"""
DENTON CC >
paPetitt and
Associates, Inc.
ENGINEERING & SURVEYING
300 MUNICIPAL DRIVE Tel. No. (214) 221-9955
Richardson, Texas 75080 Fax No. (214) 340-3550
DATE: APRIL 5, 2006 SCALE: 1 "= 100'
JOB NO. 0404400
Filed for Record in:
Denton Counts
On, Apr 19,2006 at 12.45F
As a
Flat
Docun¢nt Humber 4SB30
129.00
Amount
Ro_r_oiut "urber " 2g2bli
Jane "orris
021
n
z
z
ME
IV
1$o
Ps I
APPROXIMATE LOCATION OF SPEC L FL006 HAZARD
AREA INUNDATED BY 100 YEAR F OOD /
(NO BASE FLOOD ELEVATI S DE RMINED `
/ \1
366.59'
S7332,
�e
.,,.9'73• f S8744
)6
50.1
P
40
ti
23X
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N
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69
�11g
N8
5/8"IRS 6
300'
OPEN SPACE
VOL.
5398, PG. 3401
f
SEALED BID DFW, L.P.
VOLUME 5246, PAGE 1851
i
SUNCREST PROPERTIES, L.P.
R.P.R.D.C.T.
DOCUMENT NUMBER 2004-800
A--84.52'13"
R.P.R.D.C.T.
R=60.00'
A=12*15'00"
L=88.88'
R=560.00'
_
I
4"E
Cb=N89'33'40"E
L=119.73'
-
o
3r -
Ch=80.97
Cb=S89'20'48"E
A=43'27'S6" I
z
R=285.00'
100-YEAR WATER SURFACE ACCORDING
NREVISION
J
Ch=119.50'
L=216.21' a
TO E CONDITIONAL LETTEROFMAP
(CLOMR) (CASE NO. 05-06-0074R). APPROVED BY
_
�\
Cb=S73•44'20"E
(FEMA)FEDERAL AGENCY
DATEDEMERGENCY
2005MANAGEMENT
>
Ch=211.06'
_
A--35'12'52" 100
0 50 100 200
\
R=525.00'
L=322.670
IRs
5/8-IRS 5/8-IRS
Cb=S69'36'48"E
1 inch = 100 feet
..
CAL-0 3 1 a CS
h 42.53'
Ch=317.62'
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g3 5/8-IRS
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I
70'BL '0
5 ' �6
f
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25 or 1 C9
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R. 'w ts96o. IY
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110.00' O
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19.56' Qi
j HOA 'O� -
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24 41
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18X
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109.97' 0
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Q
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MATCH LINE "A" SMELT I W
a
a
rvnv yr ZONE X
BEGINNING (UNSHADED)
N89'52'26"E 1015.48'
FIRS N01'12'31"W
60.01' 60' RIGHT-OF-WAY DEDICATION TO THE STATE OF TEXAS
8"IRS
FISHTRAP ROAD S89.52'26"W 2435.91'
TOMMIE D. GLEN, TRUSTEE
JACKSON-GRAY REAL ESTATE EXCHANGE TRUST
VOLUME 1001, PAGE 933
R.P.R.D.C.T.
NOTES:
1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10
2. UTILITY PROVIDERS:
(1) ELECTRIC & GAS SERVICE: COSERV 7701 SOUTH STEMMONS
CORINTH, TEXAS 75065
PHONE: 1-800-274-4014
(2) TELEPHONE SERVICE: AT&T 2301 RIDGEVIEW DRIVE
PLANO, TEXAS 75025
PHONE: (972) 569-3084
3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY.
4. PROPOSED SITE IS NOT LOCATED WITHIN THE EXTRA TERRITORIAL JURISDICTION OF ANY MUNICIPALITY.
5. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT IS THE
RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 11A & 11B APPROVAL OF THIS PLAT BY DENTON
COUNTY DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES.
6. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-WAY EXCEPT AS SHOWN.
7. ALL UTILITY EASEMENTS AND RIGHTS -OF -WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE
USE OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 UNLESS OTHERWISE NOTED.
8. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100-YEAR WATER SURFACE ELEVATION ACCORDING TO THE
CONDITIOINAL LETTER OF MAP REVISION (CLOMR) (CASE NO. 05-06-0074R), APPROVED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY (FEMA) DATED APRIL 14, 2005.
9. LOT NUMBERS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS.
L1
LOT J^ LOT
R.O.W.
LOT LOT
5 5'
OFT-
R.O.W,
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD DIRECTION
CHORD
C1
10*53'52"
188.00
35.76
S72'26'29"E
35.70
C2
33'51'37"
150.00
88.65
N70'46'37"E
87.36
C3
53'58'00"
200.00
188.38
N26'51'49"E
181.49
C4
12'49'00"
585.00
130.86
S89'03'48"E
130.59
C5
4327'56"
260.00
197.24
N73'44'20"W
192.54
C6
35'12'52"
550.00
338.04
S69'36'48"E
332.74
C7
9727'52"
25.00
42.53
S48'36'46"W
37.58
C8
92.27'52"
50.00
85.05
N4836'46"E
75.16
C9
23008'01"
500.00
201.88
N11'26'27"E
200.51
C10
2325'55"
166.00
67.89
S7842'31 "E
67.42
C11
10*53'52"
500.00
95.10
N17'33'31"E
94.96
C12
23'08'01"
500.00
201.88
S11'26'27"W
200.51
C13
236'03"
1000.00
45.39
S88'49'32"E
45.39
C14
88*42'13"
600.00
928.90
N4T31'20"E
838.88
C15
13'39'08"
150.00
35.74
S07'59'47"W
35.66
C16
2249'08"
175.00
69.70
N11'32'08"W
69.24
C17
23'08'01"
150.00
60.56
S78'33'33"E
60.15
C18
89'59'37"
330.00
518.33
N44'52'38"E
466.66
C19
17027'06"
260.00
79.19
S08'36'23"W
78.89
C20
55*17'32"
175.00
168.88
N26'28'33"W
162.40
C21
1'17'47"
500.00
11.31
S00.31'20"W
11.31
C22
35*27*46"
57.00
35.28
N72.41'35"W
C23
4735'25"
175.00
145.36
N23'40'32"E
R�L2
C24
7734'04"
100.00
135.38
N86'15'16"E
LC
R.O.W.
LOT LOT
10'
0
R.O.W.
DENTON COUNTY FRESH WATER OWNER: CENTEX REAL ESTATE CORP.
SUPPLY DISTRICT NO. 10 CONTACT. STEVEN H. MAGEE - SENIOR VICE-PRESIDENT
CONTACT: CLAY E. CRAWFORD OF REAL ESTATE D/FW METRO DIVISION
3100 MCKINNON, SUITE 950 2800 SURVEYOR BOULEVARD, BUILDING #1
DALLAS, TEXAS 75201 CARROLLTON. TEXAS 75006-5143
PHONE (214) 981-9090 PHONE (214) 276-8000
ENGINEER & SURVEYOR:
SITE
LaC OCATION
= w
EI
RP
0
0
0
TLIMIT
P ROAD
w0-OSo NO.PROFRI380
LOCATION MAP
NOT TO SCALE
LINE TABLE
LINE
BEARING
LENGTH
L1
S89'52'26"W
25.00
L2
S89'52'26"W
13.26
L3
S8952'26"W
14.86
L4
N22'56'42"W
36.87
L5
N66'59'33"W
44.07
L6
S17'19'56"W
24.41
L7
N43.35'20"W
11.60
L8
S72'56'22"W
34.91
L9
S78'56'12"E
38.80
1_10
N17'58'11"E
68.56
L11
N08'37'32"W
57.73
L12
NO2'05'30"E
59.78
L1 31
S87-13'15"E
3.89
L1 41
N11'06'46"E
54.78
U.E.
UTILITY EASEMENT
D.E.
DRAINAGE EASEMENT
S.S.
SANITARY SEWER EASEMENT
SL
BUILDING SETBACK LINE
5/8"IRS
5/8-INCH IRON ROD W/CAP MARKED
"PETITT-RPLS 4087" SET
1/2"IRF
IRON ROD FOUND
ODENOTES
STREET NAME CHANGE
R.O.W.
RIGHT-OF-WAY
P.O.B.
POINT OF BEGINNING
A.E.
ACCESS EASEMENT
50'R
50-FOOT RADUS
A
DESIGNATES SUBDIVISION BLOCK
LEGEND
FINAL PLAT
C
DENTON COUNTY FRESH WATER SUPPLY DISTRICT No. 10 3
138 RESIDENTIAL LOTS - 2 OTHER LOTS - 28.329 ACRES
STREET RIGHTS -OF -WAY - 16.208 ACRES j
44.537 ACRES c
d-
SITUATED IN THE
C
LOUISA NETHERLY SURVEY, ARgTRACT NO. 962
c
DENTON COUNTY
PQEmk
Petitt and
Associates, Inc.
ENGINEERING & SURVEYING
300 MUNICIPAL DRIVE Tel. No. (214) 221-9955
Richardson, Texas 75080 Fox No. (214) 340-3550
DATE: APRIL 5, 2006 SCALE: 1 "= 100'
om� _ _ JOB NO. 0404400
Filed for Record in:
Denton Counts
C
00 Aar IQ12006
at 12:45P
C
�
d-
Plat s a
C
`r
C
Document Number:
45830
`t
Amount
124.00
C
C
Receipt Number-.282611
n
09,
Jane "Orris
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FIR a
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M
M
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SITE
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x
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O
O
O
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W n_ O
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PROSPER CITY LIMIT
FRISCO CITY LIMIT
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T C
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MATCH LINE "A" SHEET 2 m bWMN
A
n
ry
110.00' N 110.00' 1
22 0 4 N W f Im 16 n 127.70'
ryw-
10.28' 6.75' v 0.89 q M a 2 Nlry 5
^� A S87-3O'08"E I 3 ~ o to R.O.W. 110.00'
�� 40 23X ¢, 110.00' co o 120.34' 2
o, 0 5 I oAf 15 =M3 J
/ N 21 o I I �0 3 m
80'R,Q S6 0 ^o / S>27p'40" ornv 113.18' zIZ o �� l'icNoi
1m �
W, 659, o/ 127 f 6 i 14 b o b 11E.s>' 3 O
11'x16' D.E. >3' o O (0 ' Z
23.64' I U N89.52'50"E o 4 IM ( JOHN ROY CAGLE
S66S9 \ \ ( S , 20 N89'52'S0"E 0 S83'38'22"E `td o VOLUME 821, PAGE 499
`121.97' n 110.00' ^ 0
z o R.P.R.D.C.T.
CIO C24 � 7 6S7• •�h n '`� 13 - `* iv 117.61' 0 4
,N / o, Sp 36 7?•. Oo 0 7 12.78' �� a 5 a z CALLED 10.020 AC.
n C7 02 y5 gB, F v v> 29.80' 88.03'23"E d 71.t9' ° H N88'49'47"W
• a •O� 3 C22 G S 19 S84'31'i9"E 1 110.00' 3 S83'38' Et 110.00' 0
S618 041E �� 1p8� C26 �" 5 �R�T �1� �L 12.14' 138.45' 1 Nm 177.022„E �� 4.38' o
x '' a 9• to 12 �u� 80,
w 5
`'•OApR'• 1^�^'Y,'h S $ m `J >g. Z� 6 aA _ _5'D.E._� 100 O 50 100 200
q q J
18 F c''� of ,1`L 661 h M 2i'40"E o S> di
0 7p 933•, n a q �'c�. 0 7 92p•• °} 9.33'52" 1 112.95 5D.E: 10
5 8"IRS / O 4'3S r w �, g'3y ° 41 SA86• f ^ / N om O.Op' 3 ^70.93'176.91'E a o / 00 m t6 n 17 s. $O 5y�i b� 11 �a <v 6
4 2 0 F$ S ,o �. S g 7 M 1 inch = 100 feet
LOCATION MAP w s5 e�' s Rs• / �e11
NOT TO SCALE o-,\ m 1 6' m Ng6 �s per. " / 39S>•F ^ nb'V S>2 p9 v^mi ] J M
9 ry 0 a S89'22'37"W S83'18'22"W 9 2�„ 11 122.15'
118.97' 61.33 8 l J'u, ••i?• c<` �00' 0 111. s9 £ / N h 7 o W 3 o �. 10 so' /
'� 59.90' S9.07' 60.40 .� � a ci
60' GRADING, DRAINAGE V, • „ O 0.93' o N ma 3• / >> 10 ry° p^ 28.94' $
& UTILITY EASEMENT}' 0 17 �nry S OM ``' !�' "1 �;�'_ / ?�6• o,M.M�, S64• "> M 137.89'
DOC. N0. 2005-8934 ^4i Wry 4 n N r M a Q w 11 F G^O 0 y�. �70e ryh M� 77 4606.• n rrn� o
R.P.R.D.C.T. >O H O 4 J� N , y ry 15 o n 14 n 13 o n 12 00 N, / Q• �20a' 664' F / !J7b $
o 00 oa ° 0 o m , \SSRo 77 9 / i m
`�/ n O• % ryr W' 19. v: / 7� ?� >7 '2� /w" / 161.15'
5 vF / 0>' 156E 5'UE 13.91' _ i g0 60• SO 9F �6. .(j-y O v
b m o �240 10. �y 21 9 48
V�t/' 2� / o0 7700 h�g ory p <S C17 S89'52'26"W 17490 6 �p�O 005hO y07� O\60• o'
0' o a o 0 0 h 9 190.95,
+N °N6 6 2"� NACONA DRIVE �, 20 6�`a� �o sR $1 �5.62' 1
6=?'21'04" 6s933,. / 1s0B ��3 7 1 �� �2� ti i 93• td
p 58� o a.
.O ry 17 �r'- it o 19 g 5 p
0. W 3 22.26 , 5 UE w co o. c 0 y u- 1/
a E L S S O•. \ 174.43' R=558A0' <V �� 7 2tp.62 13 � g M lQ g o 18 �, a9 `� ti. s o F / 2esa• a
L=71.59 176. / N71 y w/ o 0 14 o I 15 16 0 17 o N Nib'. y2 , � -y so, 2 G ° y \ �Q 11 0
R, o OS2•, 5.02' n o I^ o m 42'E 58 v s / i n o
Cb=N19*19'55"E 1% 111W 369g2, N N Io vo N85'53'14"E Ny5g2.52 59' 3 Pi F D • \ \NO
8 S>'F SSg�264' S E n N89' '26"E 4.13 u Ij°' 135.48'
rih=71.54 O 29.03' $ 9> `21.54' 55.43' 60 00 60.00' 58.�2' ; 5p9' Ply 02 ' a 4 ", 43 ��� ��y�� / � b 12
5/8-IRS J N N77434$„ O 3 W 4.60' 1 w 1.40 cn r ' N. ^ /pY/ p0 16 o
118.72'W N� no M0 �� wrw 5 N.o % ) -� 5D_En
a N g 12 moo? 1t �� 1 �o w N 7"E
g '� c l� N ro o 10
9 8 8 d 7 io ° 6 v rn v o N7T08'3 120.50' 5 D.E.
• • r o o'- � oo ^ J m% '�,' 154.8� rn 13 0
N19 09 08 E v 2.07 v? �I m '42 ` o p rn 15 �I°1 N88'49'47"W �_
5/8"IRS N84'16'38"W 1 .67 5'UE 1 7 ' �?1 3
71.88' m 126.19' B3 33- �' I0_ 54 u 2.37' 2 NN 120.00' N7
N88'49'47"W o1
oI j � 10 44 38T6361.31 "E C13 S89'52'26' W 214.40' - 23 g6 C 132.79' � m 14 o p > >
D N89'C2'26"E PAL STINE 160.56' 53.84' DRIVE 53, �� N82'12'p7'E N 14 1 1`0 (0 j 10 x10 TRANSFORMER PAD ESMT.
N12'45'S1 "E s/a"IRs o r 12.
128.73' }0 SU 140.89 1
99 99' v0 6.43' N t0 B 1.56' 0 10 BL 12 6.78' 47 w 19'96' W k NTS
SEALED BID DFW, L.P. 11 0l� 1 4 12 1 1 3 N 1 a `Z 15
VOLUME 5246, PAGE 1851 J •• 5 ' Ui h N tt6.92' I �� _ 5'D_E.
N89'S2'26' E N89'52'26' E 5 ' N89'S2'26' E N89'52'26' E 5 ' N89-52'26' E o _ _ WEN -CHI LEE
R.P.R.D.C.T. 12o.9T w R• W' 134.00' 134.00' R. .W. 132.27' 132.27' R..W. 147.56' 0 13 d f ' ' 5'D.E. VOLUME 2778 PAGE 62
CALLED 227.80 AC. 5/8"IRS A 12 =� 3 a H 1' k R.P.R.D.C.T.
> » ,or n IE+ 2 d o 11 0o H 2 o w 11 4 o I M:4 I 16
NO2 28 36 E } to a W � I � 115.43' 0l0 I CALLED 20.207 AC.
110.11' �, 3 I ° 3 - 117.78' J 00 '� o (L�y1 "' 'tom o °om' „ 12
L� M W °' M J ,� O ,� �I I 3 O J O O' Z A
50' x 50' a 13 1n mm 3 45 z= 10 m M1U m 3 46 N 10 m U 5` I 17
~ 3 1 " 1i3.93' MF�.1 THIS REPLAT IS TO CORRECT SCRIVENER S
GRADING, DRAINAGE t� x N o I W "
co 0 0 114.95' ERRORS AND THE ADDITION OF EASEMENTS
& UTILITY EASEMENT 0 r� o
5/8'IRS O � z <r 134.00' 0 134.00' o O t32.2T 'o0 132.2T oo W ' " 00 " 11 I I ( ON LOT 23X, BLOCK 40.
DOC. N0. 2005-8934 x �0 4 a o A o 9 o 00 18
R.P.R.D.C.T. F M 14 - 001� 4 9 0l z A 4 co zlEi 6 o I 5p. t
o N 10'UE z H N 9-52'26"E 134.00' N89'52.26"E 134. 0 9'52'26"E 132.27' N89.52'26"E 132. 7 Q N89'52'26"E o
W _ 'Q� 112.44' R. .W.
L �w ( 6UE 113.40T Z 5.00' 153.00' 0 115.00' U 26.40' 146.33' 0 118.21' Q-i 6.04' 147.56' 0 o REPEAT
Ili ' " U1 ¢ $ 15 '�i 5 00 3 $ 1 5 0o w $ U 7 0o m 10 t 9 0
' ' W Fr n 3 In 19.74 o z 17.t8' p� o m C
O d N89'52'26'E _ A 109.52'26_E N89'52'26"E N88-49'47"W I N88'49'47"W ARTESIA PHASE 1A ro
160.00 ' E4 j ^o a o N89'S2'26"E i-j NS9'S2'26'E MN89'52'26"E 3
n 110.95 120.00' -
a' CL
z o 0 113.40' o Lt SO 1, 105.30' o o t05.56' L2 SO 110.3T5 UEo 0 110.3T �I L3 SO m 110.00' a N N 0 z
'� S 16 6 v; Z 7 6 0 $ 7 8 a 9 11.88' 10.75, 20 �1 DENTON COUNTY FRESH WATER SUPPLY DISTRICT No. 10of
N89'S2'26"E 1015.48' I z o 1o'BL� / 1o'BL ° _ � ° _ 1O'BL / 1 ' 21.ts' 2t.18' to'19L o 138 RESIDENTIAL LOTS - 2 OTHER LOTS - 28.329 ACRES I
_ _ _s 8-IRS zoo' R.O.W. TWO JT<17.5a
N89'52'26"E N89'52'26"E N89'52'26"E n 00 N89'5226 EN STREET RIGHTS -OF -WAY - 16.208 ACRES
60' RIGHT-OF-WAY DEDICATION TO THE STATE OF TEXAS
bloo91
44537 ACRES
.
� �
10 78.49'
C
S89'52'26"W 2435.91' TOMMIE D. GLEN, TRUSTEE
FISHTRAP ROAD
�1�07
I���
�i �qT�0 ��
1-3/4"IPF SITUATED IN THE
C
JACKSON-GRAY REAL ESTATE EXCHANGE TRUST
LOUISA NETHERLY SURVEY ABSTRACT N0 962
�
k rt'Q
VOLUME 1001, PAGE 933
A c, f 44
DENTON COUNTY, TEXAS
>
.D.C.T.
RECORDING BLOCK
I
GENERAL PARTNER:
ENGINEER & SURVEYOR:
CENTEX REAL ESTATE CORP.
CONTACT: STEVEN H. MAGEE - VICE-PRESIDENT OF LAND
Filed for Record in:
1603 LBJ FREEWAY, SUITE 700
Denton COuntS'
DALLAS, TEXAS 75234
PHONE (214) 276-BDDO
On: Nov 2912006 nt 02:0i;P
As a
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10
Plat
CONTACT: CLAY E. CRAWFORD
Cr
f
C
mot•
Nt
C
d-
C
/
,It
3100 MCKINNON, SUITE 950 300 MUNICIPAL DRIVE Tel. No. 214) 221-9955 C
Document Number: DAL1A5, TEXAS 75201 Fax No. �214) 340-3550 C
145511 Richardson, Texas 75080 C\
PHONE (214) 981-9090 _ /
Amount 129.00
Receik Number - 341021
ey,
Jane Morris
DATE: NOVEMBER, 2006 SCALE. 1 - 100
JOB NO. 04044-1A "
SHEET 1 OF 3
5/8"IRS
w
23X
7.81'
5-
39 13,
16' 9Wk -G- 40 ?"W
45,8/7
8
'
"IRS/%.40' PE
R9W -5�6r- N87-44'18"W17.55' ROAD
56TI 77-
DETAIL A"
_L_
SCALE 1"=60'
LOT 1 LOT
R.O.W.
LOT LOT
5' 5'
C>
R. 0. W.
L_
LOT LOT
5
b
�
R.O.W.
LOT LOT
10,
0
R.O.W.
I
10`x10' TRANSFORMER PAD ESMT.
N.T.S.
LINE TABLE
LINE
BEARING
LENGTH
Ll
S89*5226"W
25.00
L2
S89*5226"W
13.26
L3
S89*5226"W
14.86
L4
N22#5642"W
36.87
L5
N66*5933"W
44.07
L6
S1 7*1 9'56**W
24.41
L7
N43*35'20"W
11.60
L8
S72*56'22"W
34.91
L9
S78*56'1 2"E
38.80
Ll 0
N17*58'11"E
68.56
L11
N 084 3732"W
57.73
L1 2
NO2*05'30"E
59.78
L1 3
S87*1 3'1 5"E
3.89
L1 41
N1 1 '06'46"E
54.7:8-
I
F-
w
0
100 0 50 100 200
1 inch = 100 feet
60' GRADING, DRAINAGE
& UTILITY EASEMENT
DOC. NO. 2005-8934
R.P.R.D.C.T.
A-- 7 -21 04
R=558.00'
L=71.59'
Cb=Nl 9*1 955"E
Ch=71.54!
5/8-IRS
)*09'08"E 5 /8"IRS
M
U.E.
UTILITY EASEMENT LEGEND
D.E.
DRAINAGE EASEMENT
S.S.
SANITARY SEWER EASEMENT
BL
BUILDING SETBACK LINE
5/8"IRS
5/8-INCH IRON ROD W/CAP MARKED
"PETITT-RPLS 4087" SET
1/2"IRF
IRON ROD FOUND
0
DENOTES STREET NAME CHANGE
R.O.W.
RIGHT-OF-WAY -
P.O.B.
POINT OF BEGINNING
A.E.
ACCESS EASEMENT
50'R
50-FOOT RADIUS
!Z�
DESIGNATES SUBDIVISION BLOCK
CURVE
TABLE
N -0.
DELTA
RADIUS
LENGTH
CHORD DIRECTION
CHORD
C1
10*53'52"
188-00
35.76
S72*26 �_29"E
35.70
C2
33*51'37"
150.00
88.65
N70*46'37"E
87.36
C3
5358'00"
200:20
188-38
N26*51'49"E
181.49
U4 1
12'49'00"
585.00
130.86
S89*03'48"E-
130.59
C5
43-2756-
260.00
197.24
N73*44'20"W
192.54
C6
35*12'52"
550.00
338.04
S6,9*36'48"E
332.74
C7
97*2752"
25.00
42.53
S48*36'46"W,
37.58
C8
92*2752"
50.00
85.05
N48*36'46"E
75.16
C9
23*0 '01 "
500.00
201.88
N11*2627"E
200.51
C10
23-2555"
166-00
67.89
S78*42'31 "E
67.42
C11
10*53'52"
500.00
95.10
N1 7*33'31 "E
94.96
C12
23*08'01"
500.00
201.88
S1 1 *2627"W
200.51
C13
1 2-36'03"
1000.00
45.39
S8849'32"E,
45.39
C14
88-42'13"
600.00
928.90
N45*31'20"E
838.88
C15
1 -)*39'08"
150.00
35.74
S07*59147"W,
35.66
C16
22*49'08"
175.00
69.70
N1 1 '32'08"W,
69.24
C17
23'08'01"
150.00
60.56
S78*33'33"E
60-15
C18
89*59'37"
330.00
518.33
N44*5238"E
466.66
C19
17'27'06"
260.00
79.19
so8*3623"W
78.89
C20
5-17'32"
175.00
168.88
N26*28'33"W
162.40
C21
1 *17'47"
500.00
11.31
SOO*31'20"W
11.31
C22
14-24!10"
300.00
75.41-
N85.05'29"W
75.21
C23
47*35'25"
175.00
145.36
N23*40*32"E
141.21
C24
7*34'04!'
100.00
135-38
N86*15'16"E
125.28
C25
95*51'00"
225.00
376.40
N47*48'20"E
334.02
C26
4'31'06"
225-00
17.74
S69*1 5'06"E
17.74
LOC
APPROXIMA',E;_ '000N` .0/� 300' OPEN SPACE
SPECIA� FLOOD HAZARD
AR6 iNUN,1_j'M_.• '��O-YCAR FLOOD
VOL. 5398, PG. 3401
(N BASE OLOOD ELL�'I"'k,11ONS ETERMINED)
SEALED BID DFW, ,L.P.
VOLUME 5246, PAGE 1851 -800
SUNCREST PROPERTIES, L.P.
CD 50' GRADING & DR G. E T. R. P. R. D. C. T. DOCUMENT NUMBER 2004
"o -893 , D.0 . R.P.R.D.C.T.
DOC. NO. 200-9
4�06 b,-84*52'1 3"
/��,v R=60.00' 2*15'00"
00- -S-06*59'33"E
Z� - - - - - - a____ -L=88.88' R=560.00'
80.00
/ (N P'
R S 851
R.P.R� I �/DT
D
Cb=N89#33'40"E L=1 19.73'
S88.19 24"E Ch=80.97' Cb=S89*20'48"E A-43#27'56" 100-YEAR WATER SURFACE ELEVATION ACCORDING
/5/8-IRS 105.23' j Ch=119.50# R=285.00' TO THE CONDITIONAL LETTER OF MAP REVISION
8"IRS -5/8111, __j L=216.21 (CLOMR) (CASE NO. 05-06-0074R), APPROVED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY
Cb=S73-44'20"E (FEMA) DATED APRIL 14, 2005.
Ch=211.06'
60' U.E.
4
DOC. NO,
A,O 4`4's
->,-2005-893 CALLED 5.515 C. A-- 3
A 5*12'52"
04 CORONA ARTESIA, LLC R=525.0-
DOC. Na. 20 1 08-3409B L=322.67'
R.P.R.D.C.T.
/81RS
5/8"IRS 5
01 Cb=S69"36'48"E
A�J OVA*
A� C4
CS
C:� Ch=317.62
SEE DETAIL >42.53 �' U') 103.48' 60' UTILITY EASEMENT
'A" -4 9- 5/8"IRS ------- DOC. NO. 2005-8937
A 00 1 O'BL -o R.P.R.D.C.
SEALED BID DFW, L.P.
1w
25
VOLUME 5246, PAGE 1851 UO 90
to
R.P.R.D.C.T. C11 ';�6tIS89*52'50"W S89*52'50"W 10,
S8713'15"E
23X
CALLED 227.80 AC. 04co 110.00, 110. 697. HOA Sr
ul 1
19.56 3.19
N 2 4 2 Ld 18X
147 Co 5 8"IRS 5/81RS
KIFZQ ")Iro to C6
0
A I -
110.00, b(o LO ------------
0o 110.00, Uj 00)
17.6 28.
z 23 3 17 C5 �)_ 1 1 L1 3
4u Pa I (o @ LO 0. UTILITY EASEMENT
z 11 il 11 1 - DOC. NO. 2009-136113
r j
S89*52'50"W (0 SL 4.59.
S83*38'22"E 0) R.P.R.D.C.T.
110.00 ,_C14 110.00 00
2 0-) 121.7o, U8 0
16 to 6
22 4 C14 Pm Uj_ r�
10.28' 6 75'00 0.89' ('01 to C3 2 P 5 N88*49 47"W
I to > (o -0 -
S87-30'0�-E, i:4 fF R.O.W.liom'sty --i
01
110,0 f 110.05' J�j
10 IT- ::� 120-34' 2
I r, f 1 15 -0)
C� R)3�: _j
,It 0 5 P
21 o 02�? 3 P3
S"2*10,4 113.18' z11
12 14 c� -,,b 118,97' U, 3 21
9 1. 6 0 r)c)
0 (0 2
11*x16' D.E. '0 23.64' 0 cim 4
20 *5 '50"E MN89'52'50"E - (0
6. N89*5 _44 W 110.00, S83*,38, 22 E C->
121.97' Is, ;;-P t- 0
117.6 1' 0 4
10 7AS � 4) IN -1 4 12.78' 13 1- Z
C.0 4 N88*49'47"W
Cj z� 88*03'23"E" 11.19' 6 f"
S84*,31 r_1 N
C22 Is, 19 '19 "E 110.0011 3it S8,3*3822"C E-4 110.00' -
:z ;7----_-4 > 4.38'
CO-
S6,3*06"11"E 10, 26 12.14' 138-45' 117.0-2-
BC D 5 eei
12 0')
8 U') 04
18.04" 1- Co 05 6 5-D.E.
*49' 76-21-40" 79
!61 18 C7 V) T-112.95
-Tb
04 CO 40 '3 '52"E <r 110 10. .00,
z 93'116. 9 1,
5/8"IRS 17 Q�
16 ON. .,v
2 �1\ 1),s. 0) ko Co 7
V.
122.15'
b, 70
S89*22'37"W 8
118.97' .00C� 7
A,• 1 CP 10 1) 01
.40 10 (01
59.90 'Jo.. 28.94 8
Uj 0.93 Uj U,
fiv �6' 137.89'
z 7- I
-Z Q 0 9,v 0
A)' Itj c4g; 'It V-
4A �v r to 4 8
'k - i 12
15 P 14 13
C� 0 ;-- ff)
0 9
Iz> 0 7
0
Q En V) 161.15' -
10 .1 -q-, 0
V Vv , 6,
A 5 )7' 15'BL 13.91, -9 01 Q 9 C�
21
Ov 0
qO _9_
00- C17 S89*5226"W 174.90' 5.62' 196. 5' A
6
0'0'
6 IVC5
NACONA DRIVE 9 109 07 r
0,> d 19
71 ou E
-0- 174.43'
90 11 -
7 21. �2' 13 n, 18 2 '06 11 ell -6) 14 8 c3 15 16 r- 6 17 LP 11
p 2 P 0- 01
r, - o C�� - 02' C> w - Ar Q> S2_ ��9'4 - 0 m 3
_;10 I ? 0 $ N85' '1 4�'F- 13 5. 4 _8'
Sg SKZttp E A8,q*E 2'26"E
le 9 4 d _i)
29.03 18 21.54' 55 0 00.00 . . S. , 4 16 12
4�3 60.00' 60.00' �, Do
C) 1V7743,45,,W jjJ 1.4
CA
01 5
118. t�) (0 0 LA
Q;
C\1 12 'o C5 6 120.50' 9'151
Oq
0) Q?.
0) (IN I
9 P 10 9 8 P 7 151.16� U). 10 (6
13
8 0
N84 (n 2,07 (9 (10 rmnri V.:k -V-
'I 6',38"w iq A7 5UE O�*,n 0 15 N88*49'47"W
126. 19' -aa_q 2.37 0A_ . * It '()
71.88' 2 120,00' - t
00 N88*49'47"W 0
CII/ 6 10 (494 L�q C13 fAN 0 z-
S87-31',31 -E S89*52'26"W 214. 0' -53.9 c0;03 14
1 1 .511 -7"E 132.79' Ito
to 1 1.66' 160.56' 53.84! NB,2'A2!o (D I-
0 N89*52'26" 1-0 _AL STINE E L, 11
5/8"IRS , I - A 14 V_
N12#45'51"E E 0
04 10BL 1. 5'6-- 5
6.4,3'128.73' 10K ---b N 26.78' 19.96' 0
99.99 Ln Vi 12 3 0 Z 15
r__ _�, 11 12 Ifi R. 1
SEALED BID DFW, L.P. 116,92'
Oi _C14
(01gl 5 N89-52'26"E N89'52'26"E 53' N89-52'26"E 0
VOLUME 5246, PAGE 1851 N89-52-26"E 89*5226"E 13
147.56' (0
120.97' R.( W. I - 1 6
R.P.R.D.C.T. Uj 6 134.00 0 13400, 132.27' 0 132.27 R.O.W.
CALLED 227.80 AC. D 3: C� E- - 4 1 R 0 0
'0 c-;l E-4 C� Z 16
5/8"IRS u?,q 12 0 04 :4 2 6 4 to
"t (o to E4 2 't 0 11 8 Low P4 z--
LO (0 7 115,43' 0 0
NO2#28'36"E C4 u' �D
< n 110.111 117.78' 00 10 V) 0 0) 12 a
N C) 0 z
< 17
to 00 C! 0
to 13 Lj _mj z --t @ 10 nPa 5
Z os 3 0
0 0 LO 3 @ 10 q2 112 !0
113.93'
CL 50' X 50'
00 GRADING, DRAINAGE P rc-)
0 Z 132.27' 0 132.27' -C)
0 0
& UTILITY EASEMENT b 114.95' 001 134.00 134.00,
z �01 0
5/8"IRS C) 1,51 C� z 9 w ci A
C� r 18
DOC. NO. 2005-8934 �)Cj 14 E-4 6
11) 9 (0
0 iE P 4 Mq 4 M z 5w
000 R.P.R.D.C.T. F to] 0 z 0. r0,9-52-2 132.
C) LINE 5 HOLDINGS, L.P. 0 -,t 1 VILE 0 N89-5226"E
0 411 z P" INI59-52'26"E 134.00' N89*52'26"E 134.do-1, 6"E 132-27' 171' N89-52'26"E 1-1 2i. 44� R. W.
0) CN DOC. NO. 2009-459 11! . 0 1 146.3� 118.21' - 04 W6.04' 147.56' cli
0) T4 -"r- - Z �_W5.00' 153.00' -0 q q 0 L_ -11, b 10
t-1 Uj Lo 6TE Ti 0 500, 1-j 11�26.40' 3' �0
R. P. R. D. C. T. _j 3- -.0 1 C-) q q (o
M m z 8 5 8,*7 18' 7 0(0 19 C) < -14- 15 5 0 . 1. (0
0, 19.74' w ), 10
0 z ZONE X NOO*07'34"W C� tj89�5Z:26LE . 10 N88*49P47"W N88*49' W
ta. tjd9�=6.�E N89*52 26 E
N89-52'26
(UNSHADED) 160.00 E-4 P "E I N89*52'26"E N89*52*26"E L2 11 0.37'5'UE 110. L3 11 o.00' 110-95' 120. 0,
1:4 C> L25 Ll 105.30' 105.56' 37'
113.40' 1 0 Pis
m 0 d 0 0 C\1
0 0 00 1 j� 9 11.88, 0 0.75, 20 01
Q 0 0 C� 0 7 0 8 z 0 CD 7 6 LO V) -114 - 16 <� 6 Ui z
0 LO r.0 (0 21.18 21.18'
(0 1 O'BL 1q L
1 O'BL Y� L
< Z 1 O'BL 1 O'BL
N01 I 2'31"W N89*52'26"E 1015.48'5 R"[Pq 200'1 R.O.W. "E
awww" ommm N89*52'26"E-
r sowN89'52'26"E N89*52'26"E N89*52'26"E 1015.48'
60.01" MAP _mmwmmmmw� N89 b2_ 26 E
5 8 IRS 0
60' RIGHT-OF-WAY DEDICATION TO THE STATE OF TEXAS 0
"0912:4 60' RIGHT-OF-WAY DEDICATION TO THE STATE OF TEXAS 0
611.114� N 1078.49' mwm=�"
5 8"IRS 400 MW MM MWMWNW� Ono MONOWMONNOWWO 4WAMN00WNNN=� ONO � mmmmmmwmmmm� 4� am mwmw� mwwwmmmmmwm� Ww Ono 1-3/elpF
- am am 4 1star sow on* am *Xmwwwmm� "m one 40 2435.91' COMMIE D. GLEN, TRUSTEE
POINT OF FISHTRAP ROAD S89-52'26"W 2435.91' S89"52"26"W FISHTRAP ROAD JACKSON-GRAY REAL ESTATE EXCHANGE TRUST
'OMMENCING VOLUME 1001, PAGE 933
RR SPIKE FOUND POIN OF TOMMIE D. GLEN, TRUSTEE R. P. R. D. C. T.
BEGINNING JACKSON-GRAY REAL ESTATE EXCHANGE TRUST CONTACT: R. SCOTT HARRIS
VOLUME 1001, PAGE 966
R.P.R.D.C.T.
CORONA ARTESIA, LLC
2828 ROUTH STREET, SUITE 500
DALLAS, TEXAS 75201
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10
CONTACT, CLAY E. CRAWFORD
3100 MCKINNON, SUITE 950
DALLAS, TEXAS 75201
PHONE (214) 981-9090
JOHN ROY CAGLE
VOLUME 821, PAGE 499
CALLED 10.020 AC.
%-..- D �dT tjoA 100N
'o-
UANIM, ST_k"�Iomr-
sei; X- 13
WEN -CHI LEE
VOLUME 2778, PAGE 62
R.P.R.D.C.T.
CALLED 20.207 AC.
THIS AMENDING PLAT IS TO CHANGE THE
STREET NAME OF CADDO COURT TO
CORONA COURT
AMENDING PLAT
ARTESIA PHASE 1A
DENTON COUNTY FRESH WATER SUPPLY DISTRICT No. 10
138 RESIDENTIAL LOTS - 2 OTHER LOTS - 28.329 ACRES
STREET RIGHTS -OF -WAY - 16.208 ACRES
44.537 ACRES
SITUATED IN THE
LOUISA NETHERLY SURVEY, ABSTRACT NO. 962
DENTON COUNTY, TEXAS
PET11'r .A A'
ENGINEERING PLANNING SURVEYING
300 Municipal Drive Tel. No. (214) ) 221-9955
Richardson, Texas 75080 Fax No. (214)) .340-3550
DATE: FEBRUARY 2010 SCALE: 1"=100'
JOB NO. 00038-IA
1`ilec' Sijr Ri::iwd
I Cr
9
DeritL,ri �Ia-mtr. ,4
9
A Ct
R
-11 TA MIENDINC-,
vvc Hwbier 2010-
ft
11,� f P r
CV
t
-C RU,
61 64b
J-,m,le Norr is
2
OWNER'S CERTIFICATE
STATE OF TEXAS §
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS, CENTEX HOMES, A NEVADA GENERAL PARTNERSHIP IS THE OWNER OF A 44.537 ACRE TRACT OF LAND SITUATED IN THE LOUISA NETHERLY SURVEY, ABSTRACT NO. 962,
IN DENTON COUNTY, TEXAS, SAID TRACT BEING A PORTION OF A CALLED 292.676 ACRE TRACT OF LAND DESCRIBED IN A DEED TO CENTEX HOMES, RECORDED IN DOCUMENT NO.
2005-8922, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A RAILROAD SPIKE FOUND AT THE INTERSECTION OF THE APPROXIMATE CENTER OF FISHTRAP ROAD (UNDEDICATED PUBLIC ROAD) WITH THE APPROXIMATE CENTER
OF FIELDS ROAD (UNDEDICATED PUBLIC ROAD), SAID POINT BEING THE MOST SOUTHWESTERLY CORNER OF SAID CENTEX HOMES TRACT AND THE MOST NORTHWESTERLY CORNER
OF A TRACT OF LAND DESCRIBED IN A DEED TO TOMMIE D. GLEN, TRUSTEE, JACKSON-GRAY REAL ESTATE EXCHANGE TRUST, • RECORDED IN VOLUME 1001, PAGE 933 OF SAID
REAL PROPERTY RECORDS;
THENCE NORTH 89 DEGREES 52 MINUTES 26 SECONDS EAST, A DISTANCE OF 61.14 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT - RPLS 4087" SET FOR THE
POINT OF BEGINNING;
THENCE NORTH 01 DEGREE 12 MINUTES 31 SECONDS WEST, LEAVING SAID APPROXIMATE CENTER OF FISHTRAP ROAD, A DISTANCE OF 60.01 FEET TO A 5/8-INCH IRON ROD WITH
CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER
THENCE NORTH 89 DEGREES 52 MINUTES 26 SECONDS EAST, A DISTANCE OF 1,015.48 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER;
THENCE
NORTH
00
DEGREES
07
MINUTES
34
SECONDS
WEST,
A
DISTANCE
OF
160.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED
"PETITT-RPLS 4087" SET FOR CORNER;
THENCE
NORTH
02
DEGREES
28
MINUTES
36
SECONDS
EAST,
A
DISTANCE
OF
110.11 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED
"PETITT-RPLS 4087" SET FOR CORNER;
THENCE
NORTH
12
DEGREES
45
MINUTES
51
SECONDS
EAST,
A
DISTANCE
OF
99.99 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT=RPLS 4087" SET FOR CORNER;
THENCE
NORTH 19 DEGREES 09
MINUTES 08 SECONDS EAST, A DISTANCE OF 71.88
FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE
BEGINNING OF A NON -TANGENT
CURVE TO THE RIGHT;
THENCE
NORTHEASTERLY, ALONG
SAID NON -TANGENT CURVE TO THE RIGHT WHICH
HAS A CHORD THAT BEARS NORTH 19 DEGREES 19 MINUTES 55 SECONDS EAST FOR 71.54
FEET, A
CENTRAL ANGLE OF 07
DEGREES 21 MINUTES 04 SECONDS AND A RADIUS
OF 558.00 FEET, FOR AN ARC DISTANCE OF 71.59 FEET TO A 5/8-INCH IRON ROD WITH CAP
MARKED
"PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE;
THENCE NORTH 23 DEGREES 00 MINUTES 27 SECONDS EAST, A DISTANCE OF 378.75 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER;
THENCE SOUTH 63 DEGREES 06 MINUTES 11 SECONDS EAST, A DISTANCE OF 18.04 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER;
THENCE NORTH 23 DEGREES 00 MINUTES 27 SECONDS EAST, A DISTANCE OF 835.77 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER;
THENCE SOUTH 66 DEGREES 59 MINUTES 33 SECONDS EAST, A DISTANCE OF 80.00 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER;
THENCE SOUTH 88 DEGREES 19 MINUTES 24 SECONDS EAST, A DISTANCE OF 105.23 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER;
THENCE SOUTH 00 DEGREES 50 MINUTES 04 SECONDS EAST, A DISTANCE OF 121.73 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE
BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT;
THENCE EASTERLY, ALONG SAID NON -TANGENT CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS NORTH 89 DEGREES 33 MINUTES 40 SECONDS EAST FOR 80.97 FEET, A
CENTRAL ANGLE OF 84 DEGREES 52 MINUTES 13 SECONDS AND A RADIUS OF 60.00 FEET, FOR AN ARC DISTANCE OF 88.88 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED
"PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE AND THE BEGINNING OF A NON -TANGENT REVERSE CURVE TO THE LEFT;
THENCE SOUTHEASTERLY, ALONG SAID NON -TANGENT REVERSE CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS SOUTH 89 DEGREES 20 MINUTES 48 SECONDS EAST FOR
119.50 FEET, A CENTRAL ANGLE OF 12 DEGREES 15 MINUTES 00 SECONDS AND A RADIUS OF 560.00 FEET, FOR AN ARC DISTANCE OF 119.73 FEET TO A 5/8-INCH IRON ROD
WITH CAP MARKED "PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE AND THE BEGINNING OF A REVERSE CURVE TO THE RIGHT;
THENCE SOUTHEASTERLY, ALONG SAID REVERSE CURVE TO THE RIGHT WHICH HAS A CHORD THAT BEARS SOUTH 73 DEGREES 44 MINUTES 20 SECONDS EAST FOR 211.06 FEET, A
CENTRAL ANGLE OF 43 DEGREES 27 MINUTES 56 SECONDS AND A RADIUS OF 285.00 FEET, FOR AN ARC DISTANCE OF 216.21 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED
"PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE AND THE BEGINNING OF A REVERSE CURVE TO THE LEFT;
THENCE EASTERLY, ALONG SAID REVERSE CURVE TO THE LEFT WHICH HAS A CHORD THAT BEARS SOUTH 69 DEGREES 36 MINUTES 48 SECONDS EAST FOR 317.62 FEET, A
CENTRAL ANGLE OF 35 DEGREES 12 MINUTES 52 SECONDS AND A RADIUS OF 525.00 FEET, FOR AN ARC DISTANCE OF 322.67 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED
"PETITT-RPLS 4087" SET FOR THE END OF SAID CURVE;
THENCE SOUTH 87 DEGREES 13 MINUTES 15 SECONDS EAST, A DISTANCE OF 3.19 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED "PETITT-RPLS 4087" SET ALONG THE EAST
LINE OF SAID CENTEX TRACT AND ALONG THE WEST LINE OF A TRACT OF LAND DESCRIBED IN A DEED TO SUNCREST PROPERTIES, L.P., RECORDED IN DOCUMENT NUMBER
2004-800, OF SAID REAL PROPERTY RECORDS;
THENCE SOUTH 01 DEGREE 10 MINUTES 13 SECONDS WEST, ALONG THE COMMON LINE SAID SUNCREST AND CENTEX TRACT, PASSING THE SOUTHWEST CORNER OF SAID SUNCREST
TRACT AND THE NORTHWEST CORNER OF A CALLED 10.020 ACRE TRACT OF LAND DESCRIBED IN A DEED TO JOHN ROY CAGLE, RECORDED IN VOLUME 821, PAGE 499 OF SAID
REAL PROPERTY RECORDS, AT 10.00 FEET, PASSING THE SOUTHWEST CORNER OF SAID 10.020 ACRE TRACT AND THE NORTHWEST CORNER OF A CALLED 20.207 ACRE TRACT OF
LAND DESCRIBED IN A DEED TO WEN -CHI LEE, RECORDED IN VOLUME 2778, PAGE 62 OF SAID REAL PROPERTY RECORDS, AT 443.66 FEET, CONTINUING FOR A TOTAL DISTANCE
OF 1,343.13 FEET TO A 1-3/4 INCH IRON ROD PIPE FOUND IN THE APPROXIMATE CENTER OF FISHTRAP ROAD AND THE NORTH LINE OF SAID TOMMIE D. GLEN, TRUSTEE TRACT;
THENCE SOUTH 89 DEGREES 52 MINUTES 26 SECONDS WEST, ALONG THE APPROXIMATE CENTER OF FISHTRAP ROAD AND THE COMMON LINE OF SAID TOMMIE D. GLEN, TRUSTEE
AND CENTEX HOMES TRACT, A DISTANCE OF 2,435.91 FEET TO THE POINT OF BEGINNING AND CONTAINING 1,940,032 SQUARE FEET, OR 44.537 ACRES OF LAND, MORE OF LESS.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, CORONA ARTESIA, LLC, A TEXAS LIMITED LIABILITY COMPANY, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS AMENDING PLAT
DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS AMENDING PLAT FOR ARTESIA PHASE 1A, AN ADDITION TO DENTON COUNTY, TEXAS, AND DOES HEREBY DEDICATE TO
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 (THE DISTRICT), IN FEE SIMPLE, THE STREETS AND PUBLIC USE AREAS SHOWN HEREON, AND DOES HEREBY DEDICATE THE
EASEMENTS SHOWN HEREON FOR THE PURPOSES INDICATED TO THE EXCLUSIVE USE FOREVER OF DISTRICT 10, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND
ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE
EASEMENTS ON SAID PLAT. AT THE DISCRETION OF THE DISTRICT AND SUBJECT TO IT'S WRITTEN APPROVAL, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND
ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE THE SAME UNLESS THE EASEMENT LIMITS THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC
UTILITIES BEING SUBORDINATE TO THE DISTRICT USE THEREOF. ANY PUBLIC UTILITY GIVEN THE RIGHT BY THE DISTRICT TO USE SAID EASEMENTS SHALL HAVE THE RIGHT TO
REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE
WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS. ANY PUBLIC UTILITY SHALL AT ALL TIMES HAVE THE RIGHT
OF INGRESS AND EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND
ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE NECESSITY AT ANY TIME PROCURING THE PERMISSION OF ANYONE. I DO HEREBY BIND MYSELF,
MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, ALLEYS, EASEMENTS AND RIGHTS UNTO THE DISTRICT
AGAINST EVERY PERSON WHOMSOEVER COMES LAWFULLY CLAIMING OR TO CLAIM THE SAME OR ANY PART THEREOF. THIS PROPERTY IS NOT LOCATED WITHIN THE
EXTRATERRITORIAL JURISDICTION OF ANY MUNICIPALITY. THIS PLAT APPROVED SUBJECT TO ALL THE PLATTING ORDINANCES, RULES AND REGULATIONS OF DENTON COUNTY.
WITNESS MY HAND THIS _ DAY OF ���, 2010.
BY: R. SCOTT HARRIS - AUTHORIZED SIGNATORY
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED R. SCOTT HARRIS, AUTHORIZED
SIGNATORY FOR CORONA ARTESIA, LLC, KNOWN TO ME TO BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO
ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER M HAND AND SEAL OF OFFICE, THIS _ DAY OF ��_� , 2010.
NO PUBLIC IN AND FOR THE STATE OF TEXAS.
MY COMMISSION EXPIRES: t JEICALE
- N Notary Public
STATE OF TEXAS
fifty Comm.Expa 0C 0 i 1 1
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
THAT I, ROBERT D. PETITT, JR., A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS PLAT WAS PREPARED AND THE FIELD NOTES MADE A PART
HEREOF FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN HEREON WERE FOUND OR PROPERLY PLACED UNDER MY PERSONAL
SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE TOWN OF LITTLE ELM, TEXAS.
DATED THIS THE ________�_ DAY OF ___441r-1 2010.
LAND SURVEYOR NO. 4087
STATE OF TEXAS §
OF
T�
....:.................................:.....
ROBERT D. PETITT, JR.
.............................................
4087
r ..�8SSta:.
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED ROBERT D. PETITT, JR., KNOWN TO ME TO
BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS __L__ DAY OF
�----------= 2010.
N TA PUBLIC IN AND FOR THE STATE OF TEXAS.
JL
MY COMMISSION EXPIRES:
NOTES:
1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10
2. UTILITY PROVIDERS:
(1) ELECTRIC & GAS SERVICE:
COSERV
7701 SOUTH STEMMONS
CORINTH, TEXAS 75065
PHONE: 1-800-274-4014
(2) TELEPHONE SERVICE: AT&T
2301 RIDGEVIEW DRIVE
PLANO, TEXAS 75025
PHONE: (972) 569-3084
3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY.
4. PROPOSED SITE IS NOT LOCATED WITHIN THE EXTRA TERRITORIAL JURISDICTION OF ANY MUNICIPALITY.
5. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT IS THE RESPONSIBILITY OF DENTON COUNTY FRESH WATER
SUPPLY DISTRICT NO. 10. APPROVAL OF THIS PLAT BY DENTON COUNTY DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES.
6. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-WAY EXCEPT AS SHOWN.
7. ALL UTILITY EASEMENTS AND RIGHTS -OF -WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF DENTON COUNTY FRESH WATER SUPPLY
DISTRICT NO. 10 UNLESS OTHERWISE NOTED.
8. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE 100-YEAR WATER SURFACE ELEVATION ACCORDING TO THE CONDITIONAL LETTER OF MAP REVISION (CLOMR) (CASE
NO. 05-06-0074R), APPROVED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) DATED APRIL 14, 2005.
9. LOT NUMBERS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS.
10. BASIS OF BEARING IS GEODETIC NORTH AS DETERMINED BY GPS OBSERVATIONS PERFORMED BY DOWDEY, ANDERSON & ASSOCIATES.
UTILITY COMPANY APPROVAL
ELECTRIC & GAS COMPANY:
vmwAu_m f
COSERV I DATE
TELEPHONE COMPANY:
AT&T- DAfE
REVIEWED AND AP 0 ON , 2010.
�Vft 0"
DENTON 0611INTY FRESH WATER SUPPLY DISTRICT NON,'Go[
�'�
d F
ffj d _ y .ram
REVIEW D APPROVED 0 ---- --, �1
CO NTY JUDGE, D ON COUNTY, TEXAS
d`6Tm '.t "SBG 64M1&dffi`fy°"aa
CONTACT: R. SCOTT HARRIS
CORONA ARTESIA, LLC
2828 ROUTH STREET, SUITE 500
DALLAS, TEXAS 75201
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. ,10
CONTACT: CLAY E. CRAWFORD
3100 MCKINNON, SUITE 950
DALLAS, TEXAS 75201
PHONE (214) 981-9090
THIS AMENDING PLAT IS TO CHANGE THE
STREET NAME OF CADDO COURT TO
CORONA COURT
RESIDENTIALAMENDING PLAT
ARTESIA PHASE 1A
DENTON COUNTY FRESH WATER SUPPLY DISTRICT No. 10
138 i OTHER LOTS28.329 ACRES
STREET ! is ACRES
44.537 ACRES
SITUATED IN THE
iUISA NETHERLY SURVEY, � ABSTRACT NO. •.
DENTON COUNTY, e
10IR'PETITT
s
ENGINEERING PLANNING SURVEYING
300 Municipal Drive Tel. No. (214) 221-9955
Richardson, Texas 75080 Fox No. (214) 340-3550
DATE: FEBRUARY 2010 SCALE: 1 "=100'
JOB NO. 00038-1A