SD3596Aih is 5�,.ir
00 �o-f 1 4euJJ J J•a;-! lift
CALMIL�
U`{ t aiJ�J r �cCt
fi9'rF,c�79?1-HE o�nl!/,JaO ,�-'`
Q6s7 ;T adt} uLl c2
ir'(100IS]9(10H W1,1- 'i-I9IJ jONOH �Gy �� 10' REAR BL -
X.I. `AiNnOO NO A3a
:ciz jJJ.t3Jcl1� J.od PeiF_1
®IRS 8' ELEC. EASEMENT �J (> >-
5P 15' DRAINAGE IRS(!) o Crl 100 0 S00 200
S87'29'52"E 705.48' EASEMENT n 01
0 165.00' 75.00' 70.00, 70.00' 70.00' In w
73.00' w 161.67" scale feet
o I W N 0� 20.81' 30-B.L. 1' = 100'
SS v 21 My n 20 0 19 v 18 0 1 6 v -"oo' 15
7 6 b F .r v= 17 <t O cV '�� ry
6�32RRF �2 o �oh� of STREET
22 70.00' �0.00' 70.00' 44.20� 14 I TYPICAL BACK AND SIDE YARD SETBACKS
o o,
U� SO 26.11 S 88'02'S&-E 366.92' _u 50' UNLESS OTHERWISE NOTED
N7WOS09"� ` 8.62LE SAGE COURT 119.41'
00 \ _ 88'02'58"E
126 aJ \ �9 - - ._ 70.00 70.00 70.00 80.00' l �� i 3 0l
UTILITY EASMENT 23 <4/ -_--'N LO
8' E EC. EASE ,.NT :u -� (r 144.36' nl I GERALD W. & ROBERT M. BROWN
w �G �h a o oo 0 28m}` W VOL. 1631, PG. 955
o n o- 24 ) 25 `2 26 '0 27 vb w IZ to of TRACT 1
o P zry z o ��I �^ I 72 0
N 137,15' Z I1 I 14a.36' n
0 87.30' S88'02'S8"E 5' ELEC. EASEMENT
75.00' 75.00' 74.44' o 0
80.00m I I i8' ELEC. EASEMENT
--- I
o { 00 o I 11 l
In
N _ 29 -jwor7 y. 144,36'
c5 M 34 � M 33 ,n c6 32 � 31 ° (6 30 !n o -,,w' 'n i �oo .. o �30' UTILITY EASEMENT JQ��
o N o n� 3 (0 10 0l I VOL. 588 PG. 455
_ ___._. z 8' ELEC. EASEMENT 30 B'L z _`� 14 n I 144.36' o
N85'54'39"W 40.93' 41.63' _C8 C29 70.2T 70.2T i80.31 N� N I �0��
cgs t.zt' �'' MANTEN_BLVD o i 9 0l ( "
76.42' _
IRS - - -.� C22 C23 C1 C24 C25 S86°54'46W 251.01 0 11 144.36' n
_ 43 3
N8� 54 3. W. 23.82 w - - - 10.19' 70.22' D o0 0 I I o I
_ 7n
Ili0 cc
IRS 8' EL C. EASEM T 30'B.L. rn MIN, F1.1 rol N I Io 8 0l u)
zr)5' ELEC. EASEMENT `O 6i4213' E- ! I 144.3T
ro to
" 15 v 14 1.3 a 12 S88'55'34"E W
�t °116 MIN. v �l 01 I oI SURVEY LINE
MIN. FF 624.0 MIN. 0 1 O �) �,.a I Ib 7 bl N
MIN. FF r 624.0 MIN. FF m n
IRS Z 624.0 624.0 IRS 62a.o of �I U �n 144.3T o a - - "' - -
IRS, 70.?0'„ 141.57' M - - "-
70.08' 70.08' 70.20 70.20' 87'06 08 11
8-- 60 W 36.31' N89'30'43"E r ' 47.05'
NS °54 39 W 140 14016 u 704.09 8 ELEC. EASEMENT 6 0o I THE MEADOWS OF
MIN. FF .hgtiJ N MIN. FF 9 35.75' 1^ WINDY HILL
s2a.o cV M 0 a sz4.o cJ ° 1a3.a1' I I SECTION I, PHASE I
rly166.34'
70.20'�N N CAB. M, PG. 306
O N89'30'43"E .t 13.79' "
S87°06'08"W Y 7 r rn_ a MIN. FF 20.62' �� 5 01 I ��
MIN. FF 624.0 8 col N { ( I n0.
IRS SRO. �
624.0G6 C� 10' .B.L. nl
/ SIDE YARD) 139.58'
QDW
8' ELEC. EASEMENT O 73$'&2 F 5' ELEC. EAST=M NT I� ® I I 14 �4b
N 6' 7"E 1 co 73'
NUMBER
RADIUS'
DELTA ANGLE
LENGTH'
CHORD BEARING
CHORD'
C1
2000.00
07'10'36"
250.51
N89'29'57"W
250.34
C2
250.00
02'50'55"
12.43
S00'31'34"W
12.43
C4
50.00
60'02'50"
52.40
N61'41'38"W
50.04
C5
50.00
51*27*50"
44.91
N05'56'18"W
43.42
C6
50.00
52'17'05"
45.63
N45'56'09"E
44.06
C7
50.00
77'41'55"
67.80
S69'04'20"E
62.73
C8
50.00
85'58'01"
75.02
S74'56'02"W
68.18
C9
50.00
50'08'07"
43.75
N37'00'54"W
42.37
C10
50.00
5WO8'07"
43.75
N13'07'13"E
42.37
C11
50.00
47'37'06"
41.55
N61'59'49"E
40.37
C12
50.00
66*08*40"
57.72
S61'07'18"E
54.57
C13
50.00
43'24'32"
37.88
N53'39'18"E
36.98
C14
50.00
57'23'03"
50.08
S75'56'54"E
48.01
C15
50.00
51*56'16"
45.32
S21'17'15"E
43.79
C16
50.00
5716'09"
49.98
S33'18'58"W
47.92
C17
225.00
02'50'55"
11.19
SOO'31'34"W
11.19
C18
1275.00
02'50'55"
13.67
N00'31'34"E
13.67
C19
1260.00
07'59'53"
36.29
S88'00'51"W
36.27
C20
260.00
16036'09"
75.34
N64'28'57"E
75.08
C21
50.00
58'30'20"
51.06
S59'01'47"W
48.87
C22
2025.00
01'31'03"
53.63
S86'40'10"E
53.63
C23
2025.00
01'58'51"
70.00
S88'25'07"E
70.00
C24
2025.00
01.58'54"
70.04
N89'36'01 "E
70.04
C25
2025.00
01'41'48"
59.97
N87'45'40"E
59.96
C26
1975.00
00'58'08"
33.40
S86'23'43"E
33.40
C27
1975.00
02'10'34"
75.01
S87'58'04"E
75.00
C28
1975.00
02'12'22"
76.05
S89'50'29"W
76.04
C29
1975.00
01'49'32"
62.93
N87.49'32"E
62.92
C30
260.00
11'13'53"
50.97
N78'23'S8"E
50.89
w n 50 89 4 3 N m o
0- MIN.6FF U\ La VISTA CO RT_ j �o Ib 4 o G Q
BEARING BASIS 00 W 624.0 Al Oi ..L.1� I r1135.50' rol I O• U\ ' -�'"I L_"� "�T �.`> '-'I � , t'" u9I qc-
Bearings are based on the Texas State Plane Coordinate System, O', C¢� �H' SIDE YARD of (11
8' ELEC. EASEMENT
North Central Zone. All distances are of surface and are scaled 4jg Ig c) !
about an aerial photo target point having State Plane Coordinates of .�h6' \ (P MIN. FF 4 I pI 1 I a- I 0
7142319.22 NORTH, 2392882.04 EAST using a factor of 0.999879363. MIN. FF 624.0 {�j 3
6za.o ,o0 143.o1' N I� co}/1� ��
IRS 5 NCn N89-46'37"E I w/ I 131.2T l J '� t t J
MIN,
624 o Ns9. 3 S?' N- o slza of 3 I p) 3
m
37'ly
c
o
I
m
2
143.01'
I--
IQ880258
I
ro
I
MIN. FF " J
sz4o
SURFACE COORDINATES
FOR PROPERTY CORNERS IRS
o
2 oI l
I
E
P
N
E
8' ELEC. EASEMENT
o�
_
�I I 1
��
IRF
1 7141422.29
2394805.99
N00'53'53"W 166.74'
143.01'
SO
56'58"W 18.11'
S01'56'58"W 30.50'
2 7140297.77
2394767.72
N89-46'37"E
rn
Ic„
POB
7140220.80
2394451.99
S22'496'000"6E o*
o
IRS®
7141453.10
2394101.18
R.O.W. DEDICATION
1
A
��
S 56'10'53" W
(BY THIS PLAT)
co
MIN FF
IRS® sza.o
N
(u'-
I
G
66.29'
N87'59'12"W
J
06,88,
! CIO
10' SIDE YARD BL.
Engineer/Surveyor:
S57016'45"W 68.89'
r
NOO'53'53"W 12.97'--`
DRAINACE 25.75'
S69'24'49"W 66.37'
KINGS
ROW (VARIBLE RIGHT OF WAY)
EASEMENT
Grantham. Surge & Waldbauer
10 SIDE YARD
BL. ,54W
S80°40'59"W
8$.84'
® ;tagiaaea'a'S, LYBC.
-
N88°19
107.20'
HANNAH ESTATES
Engineers, INC.
PHASE IV
191GBW
S. Shiloh Road
CAB, F, PG. 316
Suite 530, LB 27
Suit
Garland, Texas 75042
(972)840-1916
LOCATION MAP
NTS
FINAL PLAT
16.335 ACRES
oCWCRLW pz%HK E8M% C9
BEING A TRACT OF LAND OUT OF THE
S. McCRACKEN SURVEY ABSTRACT NO. 817
IN THE CITY OF DENTON, DENTON COUNTY, TEXAS.
AUGUST, 1997
SHEET 1 OF 2
A
OF3 `9 _4rufi�/oUC
0019t7 : [u x pJ ooayi
U-1d acid./a0q
996620ON-96 : rung fnoG.
ud�t.FJ .1-u
966T t{ Un
DESCRIPTION
A 16.335 acre parcel of land out of the Samuel McCracken Survey Abstract Number 708, Denton
3/sIHOH y . /W-11,)County, Texas, and being part of 94.061 acre parcel of land as transferred to Bel Air Development, Ltd., on
7l 11 'JONOHAugust 11, 1997, being more particularly described as follows:
X.t A1N1100 No mw
e LtI pa 0O j J-0IIaKTJ
COMMENCING for reference at a found half inch iron rod at the southwest corner of the Meadows of
Windy Hill, Section i, Phase I, and being the southwest corner of a tract of land as deeded to Gerald W. and
Robert M. Brown as recorded in Volume 1631, Page 955 (DRDCT), said corner being on the east line
of said Bel Air tract;
THENCE S 01°56'58" W a distance of 30.50 feet to the POINT OF BEGINNING; said
point being in the existing right of way of Kings Row;
THENCE along said Right of Way of Kings Row the following four courses:
1) S 57`16'45" W a distance of 68.89 feet to a point for a corner;
2)
S
69°24'49"
W
a distance
of
66.37
feet to a
point for a
corner;
3)
S
80°40'59"
W
a distance
of
88.84
feet to a
point for a
corner;
4)
N
88°19'54"
W
a distance
of
107.20
feet to
a point for
a corner;
THENCE departing said Right of Way and crossing said Bel Air tract, the following ten courses
1)
N
00°53'53"
W
a
distance
of
166.74
feet
to
a
half
inch
iron
rod
set
for
a
corner;
2)
N
59°43'31"
W
a
distance
of
199.52
feet
to
a
half
inch
iron
rod
set
for
a
corner;
3)
N
03°16'08"
W
a
distance
of
165.48
feet
to
a
half
inch
iron
rod
set
for
a
corner;
4)
N
20°22'59"
E
a
distance
of
112.38
feet
to
a
half
inch
iron
rod
set
for
a
corner;
5)
S
87°06'08"
W
a
distance
of
70.20
feet
to a
half
inch
iron
rod
set
for
a
corner;
6)
N
85"54'39"
W
a
distance
of
140.16
feet
to
a
half
inch
iron
rod
set
for
a
corner;
7)
N
01'25'43"
E
a
distance
of
143.15
feet
to
a
half
inch
iron
rod
set
for
a
corner;
8)
N
85°54'39"
W
a
distance
of
23.82
feet
to
a
half
inch
iron
rod
set
for
a
corner;
9)
N
02°30'08"
E
a
distance
of
556.68
feet
to
a
half
inch
iron
rod
set
for
a
corner;
10) S 87°29'52" E a distance of 705.48 feet to a half inch iron rod set for a corner, said
corner being on the east line of said Bel Air tract and the west line of said Brown tract;
THENCE S 01°56'58" W with the line common to said Bel Air tract and said Brown tract a
distance of 1,143.29 feet to the POINT OF BEGINNING and containing 16.335 acres, more or less.
TABLE OF INDIVIDUAL LOT AREAS (SQ. FT.)
BLOCK A BLOCK B
LOT
SO Fr
ACRES
Al
12220.1591
0.2805
A2
11359.1415
0.2608
A3
11337.6018
0.2603
A4
11278.0120
0.2589
A5
10894.8038
0.2501
A6
10384.9473
0.2384
A7
10105.6939
0.2320
A8
10105.5946
0.2320
A9 110105.4954
0.2320
A10 110105.3962
0.2320
All
10105.2970
0.2320
Al2
10105.1978
0.2320
A13
10118.6668
0.2323
A14
15157.6896
0.3480
A15
13148.9118
0.3019
A16
10074.7109
0.2313
A17
10109.7996
0.2321
A18
10156.9862
0.2332
A19
110204.1727
0.2343
10081.4529
0.2314
16969.8425
0.3896
13145.6134
0.3018
P
17873.4787
0.4103
13911.8661
0.3194
10500.0000
0,2410
10500.0000
0.2410
10500.0000
0.2410
A28
12000.0000
0.2755
A29
10961.0451
0.2516
A30
10053.7295
0.2308
A31
10485.6902
0,2407
A32
10896.5870
0.2502
A33
12010.1756
0.2757
A34
12077,6792
0.2773
A35
11968.9023
0.2748
LOT
SQ FT
ACRES
81
13407.3010
0.3078
B2
10725.0000
0.2462
63
10725.0000
0.2462
134
12131.1847
0.2785
135
15939.7645
0.3659
66
13328.6806
0.3060
67
18079.1183
0.4150
B8
11947.9405
0.2743
89
11997.9272
0,2754
810
10198.8603
0.2341
all
10655.7281
0.2446
B12
10033.0207
0.2303
B13
10052.2387
0.2308
B14
10163,9142
0.2333
815
110163.7643
0.2333
816
110033.5067
0.2303
?T MATE OAPPROVAL
Af'•praval this -�2414 day of SEt'7ElJ A.O. 1SLZP-
hythe Planning and Zoning Commission of the City of Ventra, Texas,
City Secreiauy
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT BEL AIR DEVELOPMENT, LTD does hereby adopt
this plat designating the herein described property as BEVERLY PARK
ESTATES in the City of Denton, Denton County, Texas and does
here.edicate to the public use forever the street rights -of -way and
pol'c easements shown hereon.
DATE
STATE OF TEXAS
COUNTY OF DENTON
BEFORE ME, the undersigned Notary Public in and for the State of Texas
on this day personally appeared M.T. AKHAVIZADEH
known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same for the
purpose and consideration therein expressed, and in the capacity therein
stated:
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS _--_ _____DAY OF
Notary Public in the State of Texas
My Commission Expires:-9-___---
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
E
ALISA 0. CARLSON
Notary Public, Stafe of Texas
My Commission Expires
09-05-2001
THAT I, JOHN F. WILDER, a Registered Professional Land Surveyor, .do
hereby certify that I prepared this plat 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
accorda�nc,e with the ordinances of the City of Denton, Texas.
Joh177Wilcler, R.P.L.S. 4285 (Texas)
DEVELOPER: Engineer/Surveyor:
BEL AIR DEVELOPMENT LTD. r->♦
12225 GREENVILLE AVE. SUITE 118 `;rm
A Grantham, Burge&Waltlbauer
DALLAS, TEXAS 75243 WN 1Ergtlaeers, Lrac.
(972) 479-9001 GBW Engineers, INC.
1919 S. Shiloh Road
Suite 530, LB 27
Gori nd, Texas 75042
(972)840-1916
- DATE --
,.................
HN F. WILDER
...............r..
a_42$5 ,P n
FINAL PLAT
16.335 ACRES
B EWIEHE' L V LmF' H ` C��Ga7 LS
p[�a a
BEING A TRACT OF LAND OUT OF THE
S. McCRACKEN SURVEY ABSTRACT NO. 817
IN THE CITY OF DENTON, DENTON COUNTY, TEXAS.
AUGUST, 1997
SHEET 2 OF 2
ih is 5�,.ir
00 �o-f 1 4euJJ J J•a;-! lift
CALMIL�
U`{ t aiJ�J r �cCt
fi9'rF,c�79?1-HE o�nl!/,JaO ,�-'`
Q6s7 ;T adt} uLl c2
ir'(100IS]9(10H W1,1- 'i-I9IJ jONOH �Gy �� 10' REAR BL -
X.I. `AiNnOO NO A3a
:ciz jJJ.t3Jcl1� J.od PeiF_1
®IRS 8' ELEC. EASEMENT �J (> >-
5P 15' DRAINAGE IRS(!) o Crl 100 0 S00 200
S87'29'52"E 705.48' EASEMENT n 01
0 165.00' 75.00' 70.00, 70.00' 70.00' In w
73.00' w 161.67" scale feet
o I W N 0� 20.81' 30-B.L. 1' = 100'
SS v 21 My n 20 0 19 v 18 0 1 6 v -"oo' 15
7 6 b F .r v= 17 <t O cV '�� ry
6�32RRF �2 o �oh� of STREET
22 70.00' �0.00' 70.00' 44.20� 14 I TYPICAL BACK AND SIDE YARD SETBACKS
o o,
U� SO 26.11 S 88'02'S&-E 366.92' _u 50' UNLESS OTHERWISE NOTED
N7WOS09"� ` 8.62LE SAGE COURT 119.41'
00 \ _ 88'02'58"E
126 aJ \ �9 - - ._ 70.00 70.00 70.00 80.00' l �� i 3 0l
UTILITY EASMENT 23 <4/ -_--'N LO
8' E EC. EASE ,.NT :u -� (r 144.36' nl I GERALD W. & ROBERT M. BROWN
w �G �h a o oo 0 28m}` W VOL. 1631, PG. 955
o n o- 24 ) 25 `2 26 '0 27 vb w IZ to of TRACT 1
o P zry z o ��I �^ I 72 0
N 137,15' Z I1 I 14a.36' n
0 87.30' S88'02'S8"E 5' ELEC. EASEMENT
75.00' 75.00' 74.44' o 0
80.00m I I i8' ELEC. EASEMENT
--- I
o { 00 o I 11 l
In
N _ 29 -jwor7 y. 144,36'
c5 M 34 � M 33 ,n c6 32 � 31 ° (6 30 !n o -,,w' 'n i �oo .. o �30' UTILITY EASEMENT JQ��
o N o n� 3 (0 10 0l I VOL. 588 PG. 455
_ ___._. z 8' ELEC. EASEMENT 30 B'L z _`� 14 n I 144.36' o
N85'54'39"W 40.93' 41.63' _C8 C29 70.2T 70.2T i80.31 N� N I �0��
cgs t.zt' �'' MANTEN_BLVD o i 9 0l ( "
76.42' _
IRS - - -.� C22 C23 C1 C24 C25 S86°54'46W 251.01 0 11 144.36' n
_ 43 3
N8� 54 3. W. 23.82 w - - - 10.19' 70.22' D o0 0 I I o I
_ 7n
Ili0 cc
IRS 8' EL C. EASEM T 30'B.L. rn MIN, F1.1 rol N I Io 8 0l u)
zr)5' ELEC. EASEMENT `O 6i4213' E- ! I 144.3T
ro to
" 15 v 14 1.3 a 12 S88'55'34"E W
�t °116 MIN. v �l 01 I oI SURVEY LINE
MIN. FF 624.0 MIN. 0 1 O �) �,.a I Ib 7 bl N
MIN. FF r 624.0 MIN. FF m n
IRS Z 624.0 624.0 IRS 62a.o of �I U �n 144.3T o a - - "' - -
IRS, 70.?0'„ 141.57' M - - "-
70.08' 70.08' 70.20 70.20' 87'06 08 11
8-- 60 W 36.31' N89'30'43"E r ' 47.05'
NS °54 39 W 140 14016 u 704.09 8 ELEC. EASEMENT 6 0o I THE MEADOWS OF
MIN. FF .hgtiJ N MIN. FF 9 35.75' 1^ WINDY HILL
s2a.o cV M 0 a sz4.o cJ ° 1a3.a1' I I SECTION I, PHASE I
rly166.34'
70.20'�N N CAB. M, PG. 306
O N89'30'43"E .t 13.79' "
S87°06'08"W Y 7 r rn_ a MIN. FF 20.62' �� 5 01 I ��
MIN. FF 624.0 8 col N { ( I n0.
IRS SRO. �
624.0G6 C� 10' .B.L. nl
/ SIDE YARD) 139.58'
QDW
8' ELEC. EASEMENT O 73$'&2 F 5' ELEC. EAST=M NT I� ® I I 14 �4b
N 6' 7"E 1 co 73'
NUMBER
RADIUS'
DELTA ANGLE
LENGTH'
CHORD BEARING
CHORD'
C1
2000.00
07'10'36"
250.51
N89'29'57"W
250.34
C2
250.00
02'50'55"
12.43
S00'31'34"W
12.43
C4
50.00
60'02'50"
52.40
N61'41'38"W
50.04
C5
50.00
51*27*50"
44.91
N05'56'18"W
43.42
C6
50.00
52'17'05"
45.63
N45'56'09"E
44.06
C7
50.00
77'41'55"
67.80
S69'04'20"E
62.73
C8
50.00
85'58'01"
75.02
S74'56'02"W
68.18
C9
50.00
50'08'07"
43.75
N37'00'54"W
42.37
C10
50.00
5WO8'07"
43.75
N13'07'13"E
42.37
C11
50.00
47'37'06"
41.55
N61'59'49"E
40.37
C12
50.00
66*08*40"
57.72
S61'07'18"E
54.57
C13
50.00
43'24'32"
37.88
N53'39'18"E
36.98
C14
50.00
57'23'03"
50.08
S75'56'54"E
48.01
C15
50.00
51*56'16"
45.32
S21'17'15"E
43.79
C16
50.00
5716'09"
49.98
S33'18'58"W
47.92
C17
225.00
02'50'55"
11.19
SOO'31'34"W
11.19
C18
1275.00
02'50'55"
13.67
N00'31'34"E
13.67
C19
1260.00
07'59'53"
36.29
S88'00'51"W
36.27
C20
260.00
16036'09"
75.34
N64'28'57"E
75.08
C21
50.00
58'30'20"
51.06
S59'01'47"W
48.87
C22
2025.00
01'31'03"
53.63
S86'40'10"E
53.63
C23
2025.00
01'58'51"
70.00
S88'25'07"E
70.00
C24
2025.00
01.58'54"
70.04
N89'36'01 "E
70.04
C25
2025.00
01'41'48"
59.97
N87'45'40"E
59.96
C26
1975.00
00'58'08"
33.40
S86'23'43"E
33.40
C27
1975.00
02'10'34"
75.01
S87'58'04"E
75.00
C28
1975.00
02'12'22"
76.05
S89'50'29"W
76.04
C29
1975.00
01'49'32"
62.93
N87.49'32"E
62.92
C30
260.00
11'13'53"
50.97
N78'23'S8"E
50.89
w n 50 89 4 3 N m o
0- MIN.6FF U\ La VISTA CO RT_ j �o Ib 4 o G Q
BEARING BASIS 00 W 624.0 Al Oi ..L.1� I r1135.50' rol I O• U\ ' -�'"I L_"� "�T �.`> '-'I � , t'" u9I qc-
Bearings are based on the Texas State Plane Coordinate System, O', C¢� �H' SIDE YARD of (11
8' ELEC. EASEMENT
North Central Zone. All distances are of surface and are scaled 4jg Ig c) !
about an aerial photo target point having State Plane Coordinates of .�h6' \ (P MIN. FF 4 I pI 1 I a- I 0
7142319.22 NORTH, 2392882.04 EAST using a factor of 0.999879363. MIN. FF 624.0 {�j 3
6za.o ,o0 143.o1' N I� co}/1� ��
IRS 5 NCn N89-46'37"E I w/ I 131.2T l J '� t t J
MIN,
624 o Ns9. 3 S?' N- o slza of 3 I p) 3
m
37'ly
c
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I
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2
143.01'
I--
IQ880258
I
ro
I
MIN. FF " J
sz4o
SURFACE COORDINATES
FOR PROPERTY CORNERS IRS
o
2 oI l
I
E
P
N
E
8' ELEC. EASEMENT
o�
_
�I I 1
��
IRF
1 7141422.29
2394805.99
N00'53'53"W 166.74'
143.01'
SO
56'58"W 18.11'
S01'56'58"W 30.50'
2 7140297.77
2394767.72
N89-46'37"E
rn
Ic„
POB
7140220.80
2394451.99
S22'496'000"6E o*
o
IRS®
7141453.10
2394101.18
R.O.W. DEDICATION
1
A
��
S 56'10'53" W
(BY THIS PLAT)
co
MIN FF
IRS® sza.o
N
(u'-
I
G
66.29'
N87'59'12"W
J
06,88,
! CIO
10' SIDE YARD BL.
Engineer/Surveyor:
S57016'45"W 68.89'
r
NOO'53'53"W 12.97'--`
DRAINACE 25.75'
S69'24'49"W 66.37'
KINGS
ROW (VARIBLE RIGHT OF WAY)
EASEMENT
Grantham. Surge & Waldbauer
10 SIDE YARD
BL. ,54W
S80°40'59"W
8$.84'
® ;tagiaaea'a'S, LYBC.
-
N88°19
107.20'
HANNAH ESTATES
Engineers, INC.
PHASE IV
191GBW
S. Shiloh Road
CAB, F, PG. 316
Suite 530, LB 27
Suit
Garland, Texas 75042
(972)840-1916
LOCATION MAP
NTS
FINAL PLAT
16.335 ACRES
oCWCRLW pz%HK E8M% C9
BEING A TRACT OF LAND OUT OF THE
S. McCRACKEN SURVEY ABSTRACT NO. 817
IN THE CITY OF DENTON, DENTON COUNTY, TEXAS.
AUGUST, 1997
SHEET 1 OF 2
A
OF3 `9 _4rufi�/oUC
0019t7 : [u x pJ ooayi
U-1d acid./a0q
996620ON-96 : rung fnoG.
ud�t.FJ .1-u
966T t{ Un
DESCRIPTION
A 16.335 acre parcel of land out of the Samuel McCracken Survey Abstract Number 708, Denton
3/sIHOH y . /W-11,)County, Texas, and being part of 94.061 acre parcel of land as transferred to Bel Air Development, Ltd., on
7l 11 'JONOHAugust 11, 1997, being more particularly described as follows:
X.t A1N1100 No mw
e LtI pa 0O j J-0IIaKTJ
COMMENCING for reference at a found half inch iron rod at the southwest corner of the Meadows of
Windy Hill, Section i, Phase I, and being the southwest corner of a tract of land as deeded to Gerald W. and
Robert M. Brown as recorded in Volume 1631, Page 955 (DRDCT), said corner being on the east line
of said Bel Air tract;
THENCE S 01°56'58" W a distance of 30.50 feet to the POINT OF BEGINNING; said
point being in the existing right of way of Kings Row;
THENCE along said Right of Way of Kings Row the following four courses:
1) S 57`16'45" W a distance of 68.89 feet to a point for a corner;
2)
S
69°24'49"
W
a distance
of
66.37
feet to a
point for a
corner;
3)
S
80°40'59"
W
a distance
of
88.84
feet to a
point for a
corner;
4)
N
88°19'54"
W
a distance
of
107.20
feet to
a point for
a corner;
THENCE departing said Right of Way and crossing said Bel Air tract, the following ten courses
1)
N
00°53'53"
W
a
distance
of
166.74
feet
to
a
half
inch
iron
rod
set
for
a
corner;
2)
N
59°43'31"
W
a
distance
of
199.52
feet
to
a
half
inch
iron
rod
set
for
a
corner;
3)
N
03°16'08"
W
a
distance
of
165.48
feet
to
a
half
inch
iron
rod
set
for
a
corner;
4)
N
20°22'59"
E
a
distance
of
112.38
feet
to
a
half
inch
iron
rod
set
for
a
corner;
5)
S
87°06'08"
W
a
distance
of
70.20
feet
to a
half
inch
iron
rod
set
for
a
corner;
6)
N
85"54'39"
W
a
distance
of
140.16
feet
to
a
half
inch
iron
rod
set
for
a
corner;
7)
N
01'25'43"
E
a
distance
of
143.15
feet
to
a
half
inch
iron
rod
set
for
a
corner;
8)
N
85°54'39"
W
a
distance
of
23.82
feet
to
a
half
inch
iron
rod
set
for
a
corner;
9)
N
02°30'08"
E
a
distance
of
556.68
feet
to
a
half
inch
iron
rod
set
for
a
corner;
10) S 87°29'52" E a distance of 705.48 feet to a half inch iron rod set for a corner, said
corner being on the east line of said Bel Air tract and the west line of said Brown tract;
THENCE S 01°56'58" W with the line common to said Bel Air tract and said Brown tract a
distance of 1,143.29 feet to the POINT OF BEGINNING and containing 16.335 acres, more or less.
TABLE OF INDIVIDUAL LOT AREAS (SQ. FT.)
BLOCK A BLOCK B
LOT
SO Fr
ACRES
Al
12220.1591
0.2805
A2
11359.1415
0.2608
A3
11337.6018
0.2603
A4
11278.0120
0.2589
A5
10894.8038
0.2501
A6
10384.9473
0.2384
A7
10105.6939
0.2320
A8
10105.5946
0.2320
A9 110105.4954
0.2320
A10 110105.3962
0.2320
All
10105.2970
0.2320
Al2
10105.1978
0.2320
A13
10118.6668
0.2323
A14
15157.6896
0.3480
A15
13148.9118
0.3019
A16
10074.7109
0.2313
A17
10109.7996
0.2321
A18
10156.9862
0.2332
A19
110204.1727
0.2343
10081.4529
0.2314
16969.8425
0.3896
13145.6134
0.3018
P
17873.4787
0.4103
13911.8661
0.3194
10500.0000
0,2410
10500.0000
0.2410
10500.0000
0.2410
A28
12000.0000
0.2755
A29
10961.0451
0.2516
A30
10053.7295
0.2308
A31
10485.6902
0,2407
A32
10896.5870
0.2502
A33
12010.1756
0.2757
A34
12077,6792
0.2773
A35
11968.9023
0.2748
LOT
SQ FT
ACRES
81
13407.3010
0.3078
B2
10725.0000
0.2462
63
10725.0000
0.2462
134
12131.1847
0.2785
135
15939.7645
0.3659
66
13328.6806
0.3060
67
18079.1183
0.4150
B8
11947.9405
0.2743
89
11997.9272
0,2754
810
10198.8603
0.2341
all
10655.7281
0.2446
B12
10033.0207
0.2303
B13
10052.2387
0.2308
B14
10163,9142
0.2333
815
110163.7643
0.2333
816
110033.5067
0.2303
?T MATE OAPPROVAL
Af'•praval this -�2414 day of SEt'7ElJ A.O. 1SLZP-
hythe Planning and Zoning Commission of the City of Ventra, Texas,
City Secreiauy
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT BEL AIR DEVELOPMENT, LTD does hereby adopt
this plat designating the herein described property as BEVERLY PARK
ESTATES in the City of Denton, Denton County, Texas and does
here.edicate to the public use forever the street rights -of -way and
pol'c easements shown hereon.
DATE
STATE OF TEXAS
COUNTY OF DENTON
BEFORE ME, the undersigned Notary Public in and for the State of Texas
on this day personally appeared M.T. AKHAVIZADEH
known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same for the
purpose and consideration therein expressed, and in the capacity therein
stated:
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS _--_ _____DAY OF
Notary Public in the State of Texas
My Commission Expires:-9-___---
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
E
ALISA 0. CARLSON
Notary Public, Stafe of Texas
My Commission Expires
09-05-2001
THAT I, JOHN F. WILDER, a Registered Professional Land Surveyor, .do
hereby certify that I prepared this plat 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
accorda�nc,e with the ordinances of the City of Denton, Texas.
Joh177Wilcler, R.P.L.S. 4285 (Texas)
DEVELOPER: Engineer/Surveyor:
BEL AIR DEVELOPMENT LTD. r->♦
12225 GREENVILLE AVE. SUITE 118 `;rm
A Grantham, Burge&Waltlbauer
DALLAS, TEXAS 75243 WN 1Ergtlaeers, Lrac.
(972) 479-9001 GBW Engineers, INC.
1919 S. Shiloh Road
Suite 530, LB 27
Gori nd, Texas 75042
(972)840-1916
- DATE --
,.................
HN F. WILDER
...............r..
a_42$5 ,P n
FINAL PLAT
16.335 ACRES
B EWIEHE' L V LmF' H ` C��Ga7 LS
p[�a a
BEING A TRACT OF LAND OUT OF THE
S. McCRACKEN SURVEY ABSTRACT NO. 817
IN THE CITY OF DENTON, DENTON COUNTY, TEXAS.
AUGUST, 1997
SHEET 2 OF 2
CU.�tr lit rn.�.��•a;-,
.r00CI
'1966207921-HE WIlirgf,T00
wd2E:F. u
Q66T ;T j.d{t u(i
a
Y _1
®IRS
8' ELEC.
EASEMENT-
m
165.00'
75 00'
�7J
Qy lb
cy� 15' DRAINAGE
"E 705.48' EASEMENT
IRS 1)
a
/U.00 70,00' 73.00'
161.67-
00
_
w
Is,21
16
P, 15
20.81'
6
N n 20 o
o f
19 v 18 17 0 v
v= 0
A� ti
14
70.OW 70 00' w
1 4 rI
10'REARBE] -
1` <1
o W o 100 0 100' "200`
scale feet
30'B.L. 1" = 100'
STREET
w 22 0 70.00 44.2� �o ` I TYPICAL BACK AND SIDE YARD SETBACKS
ss oz'sa"-E 366.92' _u 50 , �� I UNLESS OTHERWISE NOTED
N76.03'O9n ` B.s2' L_E SAGE COURT 1t9.41'
\ _ 88'02'58"E
70.00 70.00 70.00 80.00' �� 13 oI
LL) 2`a - - (G
UTILITY EASMENT 23 <Ar -� ,..-'N LO
8' E EC. EASE ENT :u �II (I 144; 36' nI I GERALD W. & ROBERT M. BROWN
w �� �h a o " oN o 28m}` W VOL. 1631, PG. 955
o N� n �. 24 25 `r' 26 10 27 vO w IZ.c� to oI TRACT 1
o P zry 1 z o _oI 1 l 11601
72 0 1
N 137,15' Z I; I 144.36' n
0 87.30' S88'02'58"E 5' ELEC. EASEMENT
Z 75.00' 75.00' 74.44' 70,00' 70.00' 70.00' 1 i "
SO.00m I I Io 8' ELEC. EASEMENT
'0{ o I 11 o �I
w w w w o�l�. In
N _ 29 �� 144,36' '•�
�35 0 00 r� 00 ovF m} ( .h!at J
M 34 M 33 ,n 6 32 � 31 ° ' 30 to o oor ± 'n i �oo .. o L-30' UTILITY EASEMENT JQ��
No N o n� 3 (0 10 oI I VOL. 588 PG. 455
_. z 88' ELEC. EASEMENT 30 B'L. z - 14 n I 144.36' o
N85'54'39"W 40.93' 41.63' _C28 C29 70.2T 70.2T -=- - N P NI �& �i�
-___ t. -�'' MANTE-N_BLVD o i 9 oI � ( "
76.42' _
IRS - - -.� C22 C23 C1 C24 C25 S86°54'46"W 251.01 ( 144.36' n
_ 43 a
N8� 54 3 W. 23.82 w - - - t0.t9' 70.22' D o0 0 1 I o I
_ 0
b� �A�t I 3
0cc
IRS 8' EL C. EASEM T 30'B.L. rn MIN. F1 1 0 1 N l0 8 oI n
- 5' ELEC. EASEMENT `O 6i4213' I E_ I 1 144.37' to
ro ;n
" 15 0) 14 13 N = 12 S88'55,341, W
�t °116 r MIN. v , I oI `� SURVEY LINE
MIN. FF 624.0 MIN. FF 1 O �) �1.4 1 10 7 0 !n
MIN. FF r 624.0 MIN. FF m n
IRS Z 624.o 624.0 IR5 624.0 oI �l U ' �n 144,37' o a - - "' - -
I.2 70.? 8, 14t.5T M - - "-
70.08' 70.08' 70.20 70.20' 8T06 08 11
87'06 O� W 36.31' N89'30'43"E r ' 47.05'
N8 °54 39 W 140 16 u 104.09 8 ELEC. EASEMENT 6 p I THE MEADOWS OF
MIN. FF .hq�l0 N 0) MIN. FF 9 35.75. co 1^ WINDY HILL
624.0 cV M 0 a, sz4.o c� ° 143.41' I I SECTION I, PHASE I
166'34'
70.20' N� �N N CAB. M, PG. 306
O N89'30'43"E .t 13.79' "
S87°06'08"W Y 7 rn_ a MIN. FF 20.62' ! �� 5
'Z MIN. FF 624.0 8 �I N { (� I n
IRS S�0?6024.0 G6 C� 10' .B.L. °1 r
&2 / SIDE YARD) 139.58'
8' ELEC. EASEMENT O 73$' F 5' ELEC. EASEM N h ® I I J'R ���
N ' 6' 7"E 168 73'
NUMBER
RADIUS'
DELTA ANGLE
LENGTH'
CHORD BEARING
CHORD'
C1
2000.00
07'10'36"
250.51
N89'29'57"W
250.34
C2
250.00
02'50'55"
12.43
S00'31'34"W
12.43
C4
50.00
60'02'50"
52.40
N61'41'38"W
50.04
C5
50.00
51*27*50"
44.91
N05'56'18"W
43.42
C6
50.00
52'17'05"
45.63
N45'56'09"E
44.06
C7
50.00
77'41'55"
67.80
1 S69104'20"E
62.73
C8
50.00
85'58'01"
75.02
S74'56'02"W
68.18
C9
50.00
50'08'07"
43.75
N37'00'54"W
42.37
C10
50.00
50.08'07"
43.75
N13'07'13"E
42.37
C11
50.00
47'37'06"
41.55
N61'59'49"E
40.37
C12
50.00
66*08*40"
57.72
S61'07'18"E
54.57
C13
50.00
43'24'32"
37.88
N53'39'18"E
36.98
C14
50.00
57'23'03"
50.08
S75'56'54"E
48.01
C15
50.00
51*56'16"
45.32
S21'17'15"E
43.79
C16
50.00
5716'09"
49.98
S33'18'58"W
47.92
C17
225.00
02'50'55"
11.19
S00'31'34"W
11.19
C18
275.00
02'50'55"
13.67
N00'31'34"E
13.67
C19
260.00
07'59'53"
36.29
S88'00'51"W
36.27
C20
260.00
16036'09"
75.34
N64'28'57"E
75.08
C21
50.00
58'30'20"
51.06
S59'01'47"W
48.87
C22
2025.00
01'31'03"
53.63
S86'40'10"E
53.63
C23
2025.00
01'58'51"
70.00
S88'25'07"E
70.00
C24
2025X0
01'58'54"
70.04
N89'36'01 "E
70.04
C25
2025.00
01'41'48"
59.97
N87'45'40"E
59.96
C26
1975.00
00'58'08"
33.40
S86'23'43"E
33.40
C27
1975.00
02'10'34"
75.01
S87'58'04"E
75.00
C28
1975.00
02'12'22"
76.05
S89'50'29"W
76.04
C29
1975.00
D1'49'32"
62.93
N8T49'32"E
62.92
C30
260.00
11'13'53'.
50.97
N78'23'S8"E
50.89
uj n 50 89 4 3 N m o
MIN.07) 6FF U\ La VISTA CO RT_ j 10 Io 4 G Q (��/) %� (/�
BEARING BASIS 62a.0 Al Oi ..L.1� I r1135.5a, roI I O• U\ ' �t--�`-'I �'-"� i ' �' "i.T �.`>
Bearings are based on the Texas State Plane Coordinate System, (S� C¢ SIDE YARD of ( 8' ELEC. EASEMENT
North Central Zone. All distances are of surface and are scaled 4jg �g c) ! I
about an aerial photo target point having State Plane Coordinates of .�h6' \ �' MIN. FF 4 I pI I t0"i,
7142319.22 NORTH, 2392882.04 EAST using a factor of 0.999879363. MIN. FF oN 624.0 2 11j 3
624.0 ,0 143.01' N 11� co ��( Afff'� } /� ��
IRS 5 N° N89-46'37"E I w/ I 731.2T l J '� t t J
M624 o Ns9. 3 S?' N o slza of 3 Ln
I p) 3
m
37'ly
o
o
I
cn
2
I
143.01'
2
�M
I-- I
I
I
I
MIN. FF " J
sz4o
Ip880258
SURFACE COORDINATES
FOR PROPERTY CORNERS IRS
o
2 oI
E
P
N
E
8' ELEC. EASEMENT
of
=
�I I 1
��
IRF
1 7141422.29
2394805.99
N00°53'53"W 166.74'
143.07'
SO 56'58"W 18.11
S01'56'58"W 30.50'
2 7140297.77
2394767.72
N89'46'37"E
rn
lc„
POB
7140220.80
2394451.99
S22'496'O9"6E co
o
IRS®
7141453.10
2394101.18
R.O.W. DEDICATION
1
A
��
S 56'10'53" W
(BY THIS PLAT)
co
MIN FF
IRS® sza.o
N
(u'-
I
G
66.29'
N87'59'12"W
06,88,
! C
0
10' SIDE YARD BL.
Engineer/Surveyor:
r
S57016'45"W 68.89'
r
N00'53'53"W 12.97'---"
DRAINncE 25.75'
S69'24'49"W 66.37'
KINGS
ROW (VARIBLE RIGHT OF WAY)
EAS EMENT
Grantham. Burge & Waldbauer
10 SIDE YARD
BL.
S80°40'59"W
8$.84'
® ;tagiaaeara'S, LYBC.
-
N88019, 54
W
107.20'
HANNAH ESTATES
__.
Engineers,
INC.
PHASE IV
191GBW
S. Shiloh
Road
CAB, F, PG. 316
Suite 530, LB
Suit
27
Garland, Texas
75042
(972)840-1916
LOCATION MAP
NTS
FINAL PLAT
16.335 ACRES
BEE WCRLW pz %H"K E�7'B7 7 C9
pIa�1'2c D H E
BEING A TRACT OF LAND OUT OF THE
S. McCRACKEN SURVEY ABSTRACT NO. 817
IN THE CITY OF DENTON, DENTON COUNTY, TEXAS.
AUGUST, 1997
SHEET 1 OF 2
A.r7 i'17FdS -. ��.ndap
00'9t7 :[uxpJ03ay1
U-1d acid./a0q
g96F'C00N-P,G W11Nfno(I
tadziF.p 2t1 DESCRIPTION
966T T J.dt{ u0
A 16.335 acre parcel of land out of the Samuel McCracken Survey Abstract Number 708, Denton
0/S�JQOfi ! /W-11,)County, Texas, and being part of 94.061 acre parcel of land as transferred to Bel Air Development, Ltd., on
17l 31"'JONOHAugust 11, 1997, being more particularly described as follows:
X.t A1N1103 NOJ N-1a
e Lt T. paooa}j J.0PajTj
COMMENCING for reference at a found half inch iron rod at the southwest corner of the Meadows of
Windy Hill, Section i, Phase I, and being the southwest corner of a tract of land as deeded to Gerald W. and
Robert M. Brown as recorded in Volume 1631, Page 955 (DRDCT), said corner being on the east line
of said Bel Air tract;
THENCE S 01°56'58" W a distance of 30.50 feet to the POINT OF BEGINNING; said
point being in the existing right of way of Kings Row;
THENCE along said Right of Way of Kings Row the following four courses:
1) S 57`16'45" W a distance of 68.89 feet to a point for a corner;
2)
S
69°24'49"
W a
distance
of
66.37 feet to a
point for a
corner;
3)
S
80°40'59"
W a
distance
of
88.84 feet to a
point for a
corner;
4)
N
88°19'54"
W a
distance
of
107.20 feet to
a point for
a corner;
THENCE departing said Right of Way and crossing said Bel Air tract, the following ten courses
1)
N
00°53'53"
W
a
distance
of
166.74
feet
to
a
half
inch
iron
rod
set
for
a
corner;
2)
N
59°43'31"
W
a
distance
of
199.52
feet
to
a
half
inch
iron
rod
set
for
a
corner;
3)
N
03°16'08"
W
a
distance
of
165.48
feet
to
a
half
inch
iron
rod
set
for
a
corner;
4)
N
20°22'59"
E
a
distance
of
112.38
feet
to
a
half
inch
iron
rod
set
for
a
corner;
5)
S
87°06'08"
W
a
distance
of
70.20
feet
to
a
half
inch
iron
rod
set
for
a
corner;
6)
N
85"54'39"
W
a
distance
of
140.16
feet
to
a
half
inch
iron
rod
set
for
a
corner;
7)
N
01'25'43"
E
a
distance
of
143.15
feet
to
a
half
inch
iron
rod
set
for
a
corner;
8)
N
85°54'39"
W
a
distance
of
23.82
feet
to
a
half
inch
iron
rod
set
for
a
corner;
9)
N
02°30'08"
E
a
distance
of
556.68
feet
to
a
half
inch
iron
rod
set
for
a
corner;
10) S 87°29'52" E a distance of 705.48 feet to a half inch iron rod set for a corner, said
corner being on the east line of said Bel Air tract and the west line of said Brown tract;
THENCE S 01°56'58" W with the line common to said Bel Air tract and said Brown tract a
distance of 1,143.29 feet to the POINT OF BEGINNING and containing 16.335 acres, more or less.
TABLE OF INDIVIDUAL LOT AREAS (SQ. FT.)
BLOCK A BLOCK B
LOT
SO Fr
ACRES
Al
12220.1591
0.2805
A2
11359.1415
0.2608
A3
11337.6018
0.2603
A4
11278.0120
0.2589
A5
10894.8038
0.2501
A6
10384.9473
0.2384
A7
10105.6939
0.2320
A8
10105.5946 10.2320
A9
10105.4954
0.2320
A10
10105.3962
0.2320
All
10105.2970
0.2320
Al2
10105.1978
0.2320
A13
10118.6668
0.2323
A14
15157.6896
0.3480
A15
13148.9118
0.3019
A16
10074.7109
0.2313
A17
10109.7996
0.2321
A18
10156.9862
0.2332
A19
10204.1727
0.2343
A20
10081.4529
0.2314
A21
16969.8425
0.3896
A22
13145.6134
0.3018
A23
17873.4787
0.4103
A24
13911.8661
0.3194
A25
10500.0000
10,2410
A26
10500.0000
0.2410
A27
10500.0000
0.2410
A28
12000,0000
0.2755
A29
10961.0451
0.2516
A30
10053.7295
0.2308
A31
10485.6902
0,2407
A32
10896.5870
0.2502
A33
112010.1756
10.2757
A34
112077,6792
10.2773
A35
111968.9023
10.2748
LOT
SQ FT
ACRES
81
13407.3010
0.3078
B2
10725.0000
0.2462
63
10725.0000
0.2462
134
12131.1847
0.2785
135
15939.7645
0.3659
66
13328.6806
0.3060
67
18079.1183
0.4150
B8
11947.9405
0.2743
89
11997.9272
0,2754
810
10198.8603
0.2341
all
10655.7281
0.2446
B12
10033.0207
0.2303
B13
10052.2387
0.2308
B14
10163,9142
0.2333
815
110163.7643
0.2333
816
110033.5067
0.2303
MACATE Oi APPROVAL.
Apiproval this -�2414 day of A.O. t;
'y vhe Planning and Zoning Commission of the City of Pentra, Texas,
City Secreiauy
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT BEL AIR DEVELOPMENT, LTD does hereby adopt
this plat designating the herein described property as BEVERLY PARK
ESTATES in the City of Denton, Denton County, Texas and does
here.edicate to the public use forever the street rights -of -way and
pLtol'c easements shown hereon.
BEL 11LOPMENT, LTD.
BY: T. AVIZADEH
STATE OF TEXAS
COUNTY OF DENTON
DATE
BEFORE ME, the undersigned Notary Public in and for the State of Texas
on this day personally appeared M.T. AKHAVIZADEH
known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same for the
purpose and consideration therein expressed, and in the capacity therein
stated:
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS __ -----DAY OF
Notary Public in the State of Texas
My Commission Expires:-9-------
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
E
ALISA 0. CARLSON
Notary Public, Stafe of Texas
My Commission Expires
09-05-2001
THAT I, JOHN F. WILDER, a Registered Professional Land Surveyor, .do
hereby certify that I prepared this plat 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
accorda,ar,e with the ordinances of the City of Denton, Texas.
X �' c' �X) � �'/' 1 -1 �
---------------------
F Wilder, R.P.L.S. 4285 (Texas)
DEVELOPER: Engineer/Surveyor:
BEL AIR DEVELOPMENT LTD. r->♦
12225 GREENVILLE AVE. SUITE 118 Grantham. Burge&Waldbauer
DALLAS, TEXAS 75243 �`MA E1 gt aaess, ¢°'
(972) 479-9001 GBW Engineers, INC.
1919 S. Shiloh Road
Suite 530, LB 27
Garland, Texas 75042
(972)840-1916
- DATE --
.....;.
I F. WILDER
................
4285
FINAL PLAT
16.335 ACRES
B E W I E R"' L V LmP H` C0 7Ga7 L S
p[�a a
BEING A TRACT OF LAND OUT OF THE
S. McCRACKEN SURVEY ABSTRACT NO. 817
IN THE CITY OF DENTON, DENTON COUNTY, TEXAS.
AUGUST, 1997
SHEET 2 OF 2
CU.�tr lit rn.�.��•a;-,
.r00CI
'1966207921-HE WIlirgf,T00
wd2E:F. u
Q66T ;T j.d{t u(i
a
Y _1
®IRS
8' ELEC.
EASEMENT-
m
165.00'
75 00'
�7J
Qy lb
cy� 15' DRAINAGE
"E 705.48' EASEMENT
IRS 1)
a
/U.00 70,00' 73.00'
161.67-
00
_
w
Is,21
16
P, 15
20.81'
6
N n 20 o
o f
19 v 18 17 0 v
v= 0
A� ti
14
70.OW 70 00' w
1 4 rI
10'REARBE] -
1` <1
o W o 100 0 100' "200`
scale feet
30'B.L. 1" = 100'
STREET
w 22 0 70.00 44.2� �o ` I TYPICAL BACK AND SIDE YARD SETBACKS
ss oz'sa"-E 366.92' _u 50 , �� I UNLESS OTHERWISE NOTED
N76.03'O9n ` B.s2' L_E SAGE COURT 1t9.41'
\ _ 88'02'58"E
70.00 70.00 70.00 80.00' �� 13 oI
LL) 2`a - - (G
UTILITY EASMENT 23 <Ar -� ,..-'N LO
8' E EC. EASE ENT :u �II (I 144; 36' nI I GERALD W. & ROBERT M. BROWN
w �� �h a o " oN o 28m}` W VOL. 1631, PG. 955
o N� n �. 24 25 `r' 26 10 27 vO w IZ.c� to oI TRACT 1
o P zry 1 z o _oI 1 l 11601
72 0 1
N 137,15' Z I; I 144.36' n
0 87.30' S88'02'58"E 5' ELEC. EASEMENT
Z 75.00' 75.00' 74.44' 70,00' 70.00' 70.00' 1 i "
SO.00m I I Io 8' ELEC. EASEMENT
'0{ o I 11 o �I
w w w w o�l�. In
N _ 29 �� 144,36' '•�
�35 0 00 r� 00 ovF m} ( .h!at J
M 34 M 33 ,n 6 32 � 31 ° ' 30 to o oor ± 'n i �oo .. o L-30' UTILITY EASEMENT JQ��
No N o n� 3 (0 10 oI I VOL. 588 PG. 455
_. z 88' ELEC. EASEMENT 30 B'L. z - 14 n I 144.36' o
N85'54'39"W 40.93' 41.63' _C28 C29 70.2T 70.2T -=- - N P NI �& �i�
-___ t. -�'' MANTE-N_BLVD o i 9 oI � ( "
76.42' _
IRS - - -.� C22 C23 C1 C24 C25 S86°54'46"W 251.01 ( 144.36' n
_ 43 a
N8� 54 3 W. 23.82 w - - - t0.t9' 70.22' D o0 0 1 I o I
_ 0
b� �A�t I 3
0cc
IRS 8' EL C. EASEM T 30'B.L. rn MIN. F1 1 0 1 N l0 8 oI n
- 5' ELEC. EASEMENT `O 6i4213' I E_ I 1 144.37' to
ro ;n
" 15 0) 14 13 N = 12 S88'55,341, W
�t °116 r MIN. v , I oI `� SURVEY LINE
MIN. FF 624.0 MIN. FF 1 O �) �1.4 1 10 7 0 !n
MIN. FF r 624.0 MIN. FF m n
IRS Z 624.o 624.0 IR5 624.0 oI �l U ' �n 144,37' o a - - "' - -
I.2 70.? 8, 14t.5T M - - "-
70.08' 70.08' 70.20 70.20' 8T06 08 11
87'06 O� W 36.31' N89'30'43"E r ' 47.05'
N8 °54 39 W 140 16 u 104.09 8 ELEC. EASEMENT 6 p I THE MEADOWS OF
MIN. FF .hq�l0 N 0) MIN. FF 9 35.75. co 1^ WINDY HILL
624.0 cV M 0 a, sz4.o c� ° 143.41' I I SECTION I, PHASE I
166'34'
70.20' N� �N N CAB. M, PG. 306
O N89'30'43"E .t 13.79' "
S87°06'08"W Y 7 rn_ a MIN. FF 20.62' ! �� 5
'Z MIN. FF 624.0 8 �I N { (� I n
IRS S�0?6024.0 G6 C� 10' .B.L. °1 r
&2 / SIDE YARD) 139.58'
8' ELEC. EASEMENT O 73$' F 5' ELEC. EASEM N h ® I I J'R ���
N ' 6' 7"E 168 73'
NUMBER
RADIUS'
DELTA ANGLE
LENGTH'
CHORD BEARING
CHORD'
C1
2000.00
07'10'36"
250.51
N89'29'57"W
250.34
C2
250.00
02'50'55"
12.43
S00'31'34"W
12.43
C4
50.00
60'02'50"
52.40
N61'41'38"W
50.04
C5
50.00
51*27*50"
44.91
N05'56'18"W
43.42
C6
50.00
52'17'05"
45.63
N45'56'09"E
44.06
C7
50.00
77'41'55"
67.80
1 S69104'20"E
62.73
C8
50.00
85'58'01"
75.02
S74'56'02"W
68.18
C9
50.00
50'08'07"
43.75
N37'00'54"W
42.37
C10
50.00
50.08'07"
43.75
N13'07'13"E
42.37
C11
50.00
47'37'06"
41.55
N61'59'49"E
40.37
C12
50.00
66*08*40"
57.72
S61'07'18"E
54.57
C13
50.00
43'24'32"
37.88
N53'39'18"E
36.98
C14
50.00
57'23'03"
50.08
S75'56'54"E
48.01
C15
50.00
51*56'16"
45.32
S21'17'15"E
43.79
C16
50.00
5716'09"
49.98
S33'18'58"W
47.92
C17
225.00
02'50'55"
11.19
S00'31'34"W
11.19
C18
275.00
02'50'55"
13.67
N00'31'34"E
13.67
C19
260.00
07'59'53"
36.29
S88'00'51"W
36.27
C20
260.00
16036'09"
75.34
N64'28'57"E
75.08
C21
50.00
58'30'20"
51.06
S59'01'47"W
48.87
C22
2025.00
01'31'03"
53.63
S86'40'10"E
53.63
C23
2025.00
01'58'51"
70.00
S88'25'07"E
70.00
C24
2025X0
01'58'54"
70.04
N89'36'01 "E
70.04
C25
2025.00
01'41'48"
59.97
N87'45'40"E
59.96
C26
1975.00
00'58'08"
33.40
S86'23'43"E
33.40
C27
1975.00
02'10'34"
75.01
S87'58'04"E
75.00
C28
1975.00
02'12'22"
76.05
S89'50'29"W
76.04
C29
1975.00
D1'49'32"
62.93
N8T49'32"E
62.92
C30
260.00
11'13'53'.
50.97
N78'23'S8"E
50.89
uj n 50 89 4 3 N m o
MIN.07) 6FF U\ La VISTA CO RT_ j 10 Io 4 G Q (��/) %� (/�
BEARING BASIS 62a.0 Al Oi ..L.1� I r1135.5a, roI I O• U\ ' �t--�`-'I �'-"� i ' �' "i.T �.`>
Bearings are based on the Texas State Plane Coordinate System, (S� C¢ SIDE YARD of ( 8' ELEC. EASEMENT
North Central Zone. All distances are of surface and are scaled 4jg �g c) ! I
about an aerial photo target point having State Plane Coordinates of .�h6' \ �' MIN. FF 4 I pI I t0"i,
7142319.22 NORTH, 2392882.04 EAST using a factor of 0.999879363. MIN. FF oN 624.0 2 11j 3
624.0 ,0 143.01' N 11� co ��( Afff'� } /� ��
IRS 5 N° N89-46'37"E I w/ I 731.2T l J '� t t J
M624 o Ns9. 3 S?' N o slza of 3 Ln
I p) 3
m
37'ly
o
o
I
cn
2
I
143.01'
2
�M
I-- I
I
I
I
MIN. FF " J
sz4o
Ip880258
SURFACE COORDINATES
FOR PROPERTY CORNERS IRS
o
2 oI
E
P
N
E
8' ELEC. EASEMENT
of
=
�I I 1
��
IRF
1 7141422.29
2394805.99
N00°53'53"W 166.74'
143.07'
SO 56'58"W 18.11
S01'56'58"W 30.50'
2 7140297.77
2394767.72
N89'46'37"E
rn
lc„
POB
7140220.80
2394451.99
S22'496'O9"6E co
o
IRS®
7141453.10
2394101.18
R.O.W. DEDICATION
1
A
��
S 56'10'53" W
(BY THIS PLAT)
co
MIN FF
IRS® sza.o
N
(u'-
I
G
66.29'
N87'59'12"W
06,88,
! C
0
10' SIDE YARD BL.
Engineer/Surveyor:
r
S57016'45"W 68.89'
r
N00'53'53"W 12.97'---"
DRAINncE 25.75'
S69'24'49"W 66.37'
KINGS
ROW (VARIBLE RIGHT OF WAY)
EAS EMENT
Grantham. Burge & Waldbauer
10 SIDE YARD
BL.
S80°40'59"W
8$.84'
® ;tagiaaeara'S, LYBC.
-
N88019, 54
W
107.20'
HANNAH ESTATES
__.
Engineers,
INC.
PHASE IV
191GBW
S. Shiloh
Road
CAB, F, PG. 316
Suite 530, LB
Suit
27
Garland, Texas
75042
(972)840-1916
LOCATION MAP
NTS
FINAL PLAT
16.335 ACRES
BEE WCRLW pz %H"K E�7'B7 7 C9
pIa�1'2c D H E
BEING A TRACT OF LAND OUT OF THE
S. McCRACKEN SURVEY ABSTRACT NO. 817
IN THE CITY OF DENTON, DENTON COUNTY, TEXAS.
AUGUST, 1997
SHEET 1 OF 2
A.r7 i'17FdS -. ��.ndap
00'9t7 :[uxpJ03ay1
U-1d acid./a0q
g96F'C00N-P,G W11Nfno(I
tadziF.p 2t1 DESCRIPTION
966T T J.dt{ u0
A 16.335 acre parcel of land out of the Samuel McCracken Survey Abstract Number 708, Denton
0/S�JQOfi ! /W-11,)County, Texas, and being part of 94.061 acre parcel of land as transferred to Bel Air Development, Ltd., on
17l 31"'JONOHAugust 11, 1997, being more particularly described as follows:
X.t A1N1103 NOJ N-1a
e Lt T. paooa}j J.0PajTj
COMMENCING for reference at a found half inch iron rod at the southwest corner of the Meadows of
Windy Hill, Section i, Phase I, and being the southwest corner of a tract of land as deeded to Gerald W. and
Robert M. Brown as recorded in Volume 1631, Page 955 (DRDCT), said corner being on the east line
of said Bel Air tract;
THENCE S 01°56'58" W a distance of 30.50 feet to the POINT OF BEGINNING; said
point being in the existing right of way of Kings Row;
THENCE along said Right of Way of Kings Row the following four courses:
1) S 57`16'45" W a distance of 68.89 feet to a point for a corner;
2)
S
69°24'49"
W a
distance
of
66.37 feet to a
point for a
corner;
3)
S
80°40'59"
W a
distance
of
88.84 feet to a
point for a
corner;
4)
N
88°19'54"
W a
distance
of
107.20 feet to
a point for
a corner;
THENCE departing said Right of Way and crossing said Bel Air tract, the following ten courses
1)
N
00°53'53"
W
a
distance
of
166.74
feet
to
a
half
inch
iron
rod
set
for
a
corner;
2)
N
59°43'31"
W
a
distance
of
199.52
feet
to
a
half
inch
iron
rod
set
for
a
corner;
3)
N
03°16'08"
W
a
distance
of
165.48
feet
to
a
half
inch
iron
rod
set
for
a
corner;
4)
N
20°22'59"
E
a
distance
of
112.38
feet
to
a
half
inch
iron
rod
set
for
a
corner;
5)
S
87°06'08"
W
a
distance
of
70.20
feet
to
a
half
inch
iron
rod
set
for
a
corner;
6)
N
85"54'39"
W
a
distance
of
140.16
feet
to
a
half
inch
iron
rod
set
for
a
corner;
7)
N
01'25'43"
E
a
distance
of
143.15
feet
to
a
half
inch
iron
rod
set
for
a
corner;
8)
N
85°54'39"
W
a
distance
of
23.82
feet
to
a
half
inch
iron
rod
set
for
a
corner;
9)
N
02°30'08"
E
a
distance
of
556.68
feet
to
a
half
inch
iron
rod
set
for
a
corner;
10) S 87°29'52" E a distance of 705.48 feet to a half inch iron rod set for a corner, said
corner being on the east line of said Bel Air tract and the west line of said Brown tract;
THENCE S 01°56'58" W with the line common to said Bel Air tract and said Brown tract a
distance of 1,143.29 feet to the POINT OF BEGINNING and containing 16.335 acres, more or less.
TABLE OF INDIVIDUAL LOT AREAS (SQ. FT.)
BLOCK A BLOCK B
LOT
SO Fr
ACRES
Al
12220.1591
0.2805
A2
11359.1415
0.2608
A3
11337.6018
0.2603
A4
11278.0120
0.2589
A5
10894.8038
0.2501
A6
10384.9473
0.2384
A7
10105.6939
0.2320
A8
10105.5946 10.2320
A9
10105.4954
0.2320
A10
10105.3962
0.2320
All
10105.2970
0.2320
Al2
10105.1978
0.2320
A13
10118.6668
0.2323
A14
15157.6896
0.3480
A15
13148.9118
0.3019
A16
10074.7109
0.2313
A17
10109.7996
0.2321
A18
10156.9862
0.2332
A19
10204.1727
0.2343
A20
10081.4529
0.2314
A21
16969.8425
0.3896
A22
13145.6134
0.3018
A23
17873.4787
0.4103
A24
13911.8661
0.3194
A25
10500.0000
10,2410
A26
10500.0000
0.2410
A27
10500.0000
0.2410
A28
12000,0000
0.2755
A29
10961.0451
0.2516
A30
10053.7295
0.2308
A31
10485.6902
0,2407
A32
10896.5870
0.2502
A33
112010.1756
10.2757
A34
112077,6792
10.2773
A35
111968.9023
10.2748
LOT
SQ FT
ACRES
81
13407.3010
0.3078
B2
10725.0000
0.2462
63
10725.0000
0.2462
134
12131.1847
0.2785
135
15939.7645
0.3659
66
13328.6806
0.3060
67
18079.1183
0.4150
B8
11947.9405
0.2743
89
11997.9272
0,2754
810
10198.8603
0.2341
all
10655.7281
0.2446
B12
10033.0207
0.2303
B13
10052.2387
0.2308
B14
10163,9142
0.2333
815
110163.7643
0.2333
816
110033.5067
0.2303
MACATE Oi APPROVAL.
Apiproval this -�2414 day of A.O. t;
'y vhe Planning and Zoning Commission of the City of Pentra, Texas,
City Secreiauy
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT BEL AIR DEVELOPMENT, LTD does hereby adopt
this plat designating the herein described property as BEVERLY PARK
ESTATES in the City of Denton, Denton County, Texas and does
here.edicate to the public use forever the street rights -of -way and
pLtol'c easements shown hereon.
BEL 11LOPMENT, LTD.
BY: T. AVIZADEH
STATE OF TEXAS
COUNTY OF DENTON
DATE
BEFORE ME, the undersigned Notary Public in and for the State of Texas
on this day personally appeared M.T. AKHAVIZADEH
known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same for the
purpose and consideration therein expressed, and in the capacity therein
stated:
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS __ -----DAY OF
Notary Public in the State of Texas
My Commission Expires:-9-------
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
E
ALISA 0. CARLSON
Notary Public, Stafe of Texas
My Commission Expires
09-05-2001
THAT I, JOHN F. WILDER, a Registered Professional Land Surveyor, .do
hereby certify that I prepared this plat 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
accorda,ar,e with the ordinances of the City of Denton, Texas.
X �' c' �X) � �'/' 1 -1 �
---------------------
F Wilder, R.P.L.S. 4285 (Texas)
DEVELOPER: Engineer/Surveyor:
BEL AIR DEVELOPMENT LTD. r->♦
12225 GREENVILLE AVE. SUITE 118 Grantham. Burge&Waldbauer
DALLAS, TEXAS 75243 �`MA E1 gt aaess, ¢°'
(972) 479-9001 GBW Engineers, INC.
1919 S. Shiloh Road
Suite 530, LB 27
Garland, Texas 75042
(972)840-1916
- DATE --
.....;.
I F. WILDER
................
4285
FINAL PLAT
16.335 ACRES
B E W I E R"' L V LmP H` C0 7Ga7 L S
p[�a a
BEING A TRACT OF LAND OUT OF THE
S. McCRACKEN SURVEY ABSTRACT NO. 817
IN THE CITY OF DENTON, DENTON COUNTY, TEXAS.
AUGUST, 1997
SHEET 2 OF 2