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JOHN McCAIN ROAD
9
BOUNDARY CURVE TABLE
Cv#
A
R
T
L
1
5' 02'48'
2000.00'
88.13'
176.16'
2
5' 25'59'
2000.00'
94.89'
189.65'
3
28' 33'59'
430.00'
109.47'
214.38'
4
41'21'38'
282.00'
106.44'
203.56'
5
35'08'12'
430.00'
136.14'
263.69'
6
35' 44'19'
1800.00'
580.31'
1122.76'
7
25'46'40'
865.00'
197.93'
389.16'
8
36'48'33'
185.00'
61.55'
118.85'
TRACT G
TRACT E METES AND BOUNDS
METES AND BOUNDS TRACT F
METES AND BOUNDS
BEING a 61.50 acre tract of land situated in the Hall Medlin Survey, Abstract No. 1037 BEING a 51.86 acre tract of land situated in the Obediah W. Knight Survey, Abstract No. BEING a 43.98 acre tract of land situated in the Obediah W. Knight Survey, Abstract No.
and the Hollingsworth and Barnett Survey, Abstract No. T97: and being a portion of those 899 and being a portion of those tracts of land conveyed to Timarron Land Corporation 899 and being a portion of those tracts of land conveyed to Timarron Land Corporation
gFormer) Bear Creek Communities, Inc.) as recorded in Volume 9813, Page 2375 and
certain tracts of land conveyed to Timarron Land Corporation (Formerly Bear Creek Volumer9916, Page r82 Deed Records, Inc.)(Tarrant County. Texas and being Page
e3particularly Volume 9823, Page 1082 Deed Records, Tarrant County, Texas and being more
Communities, Inc.) as recorded in Volume 9813. Page 2348 and Volume 9813. Page 9particularly described as follows;
2375; Deed Records. Tarrant County, Texas and being more particularly described as described as follows;
follows:
BEGINNING at a point for corner along the north Ifne of Continental Boulevard (a variable BEGINNING at the northwest corner of Timarron addition Brenwyck Phase I, an addition
BEGINNING at the northeast corner of Glendover Phase I, an addition to the City of width right-of-way); at the southeast corner of Wyndsor Creek an addition to the City of to the City of Southlake as recorded in Cabinet A, Slide 1585 Plat Records; Tarrant
Southlake; sold point being N 06'02'4T' E, o distance of 25.00 feet from the northeast Southlake; said point being S 01'17'44' E, o distance of 71.65 feet from the northeast corner County, Texas;
corner of the Hall Medlin Survey Abstract 1037; of the Hall Medlin Survey Abstract No. 1037;
THENCE, N 35'08'12' W. a distance of T90.35 feet to the beginning of a curve to the
THENCE, S 0'36'07' W, a distance of 164.18 feet to point at the beginning of a curve to THENCE, along the north line of Continental Boulevard N 89'23'53' E, a distance of right;
the left; 1015.61;
THENCE, in a northwesterly direction along said curve to the right, having a central angle
THENCE, in a southeasterly direction along said curve to the left having a central angle THENCE, N 06'31'24' W. a distance of 2002.67 feet; of 35'08'12', a radius of 430.00 feet and an arc length of 263.69 feet;
of 28'33'59', a radius of 430.00 feet and an arc length of 214.38 feet; THENCE. N 86'58'35' W, a distance of 28.67 feet; THENCE, N 00'00'00' W. a distance of 417.29 feet;
T CE S 2T'57'S2' E a distance of 148 21 feet• to the beginning of a curve to the THENCE, N 90'00'00' E, o distance of 409.31 feet;
HEN
lefit;
THENCE, N
01'20'33' W. o distance of
504.29
feet;
183.86
feet;
THENCE. S 78'24'51' E, a distance of 149.05 feet to
the beginning of a curve
to the
THENCE, in
a southeasterly direction along said curve to the left having o central angle
THENCE, N
32'39'09' W, a distance of
right;
(�)
of 41'21'38', a radius of 282.00 feet and an arc length of 203.56 feet;
THENCE, N
23'09'16' W, a distance of
159.40
feet;
THENCE, in a southeasterly direction along said curve
to the right having
o central angle
THENCE, S
20'40'29' W. a distance c,f 155.00 feet;
THENCE, S
89'05'19' E, a distance of
560.66
feet:
of 25'46'40', c radius of 865.00 feet and an arc
length of 389.16 feet;
THENCE, S
I7-38'51' E. a distance of 184.93 feet;
THENCE, N
00'26'10'W. a distance of
1T8.57
feet;
THENCE. S 52'38'1V E. a distance of 104.26 feet to
the beginning of a curve
to the
1
left;
THENCE. S
55'13'26' W, a distance of 43.4T fleet;
THENCE, N
90'00'00' E, a distance of
30.01 feet;
THENCE, in a southeasterly direction, along said curve
to the left, having a
central angle
0 l 200�
HiJU
^^�
'�i �-'
THENCE, S
26'I I'S1' W, a distance of 637.10 feet;
THENCE, South,
a distance of 417.29
feet
to the beginning of a curve to the left;
of 36'48'33', a radius of 185.00 feet and an arc
length of 118.85 feet;
THENCE, S
89-57'06' W, a distance of 854.85 feet;
THENCE, in
a southeasterly direction along said curve to the left have a centrol angle of
THENCE, S 89'26'44' E, a distance of 515.69 feet;
1'=200'
THENCE, S
76-52'50' W, o distance of 415.38 feet;
35'08'12' o
radius of 430.00 feet and
an
arc length of 263.69 feet;
THENCE, S 00'21'07' E, a distonce of 1086.52 feet to a point along the north
line of
THENCE N
16'59'02' W a distance of 101.64 feet;
THENCE, S
35'08'12' E. a distance of
T90.35
feet to the beginning of a curve to the
sold Brenwyck addition;
LOCATION MAP__- I right;
23 THENCE, N 21'S7'34' E. a distance of 146.73 feet; THENCE, along the north line of said Brenwyck the following calls;
N.T.S. 1 II%fi :°'-,r THENCE, In a southeasterly direction along said curve to the right having a central angle
W.W. RUCKEf, JR. 111 1 THENCE, N 12'02'26' W, a distance of 435.99 feet; of 35'44'19' a radius of 1800.00 and an arc length of 1122.76 feet;
N 89'06'43' W, a distance of 85.63 feet;
S 80'53'51' W. a distance of 233.20 feet;
VOL,- t0432 G. 1162 'III 124
a
r,� THENCE. N 33'18'28' W. distance of 238.55 feet; THENCE, S 00'36'07' W. o distonce of 401.25 feet to the POINT OF BEGINNING and
r Z0N[i'U AG containing 51.86 acres of land, more or less. S 00'33'16' W. a distance of 11.73 feet;
i THENCE. N 41'10'55' W, a distance of 502.48 feet;
Ill I � I
THENCE, N 07.21'I I' W, a distance of 466.32 feet to a south Ifne of Continental N 89'26'44' W, a distance of 634.74 fleet;
w ,,, ,/?,,, ? -I0 Boulevard (an 84 fleet wide right-of-way at this point). \gyp
S 54'51'48' W. o distance of 169.12 feet to the POINT OF BEGINNING and
t J� Q \� containing 43.98 acres of land, more or less.
o �,J LU o THENCE, along the south line of Continental Boulevard the following calls;
Ln
c; it QQ �Q QQQ� (z) �'
- - - - - - S09'il'Q.�� - 86.52' E S 89'09'13' W, a distance of 1048.13 feet to the beginning of a curve to the P _�\ P Q �• ,0 /,
- - - - - -174� p I '`s Q2 35 m O' 34 En ` right: \,\� p� . \.Q DSO' gas _�.�-,
Q LEGEND
APPROXIMATE. �, r Q1 ° 4' m 156' n I 129' In a southeasterly direction along sold curve to the right having a central angle of
wl 05'02'48' a radius of 2000.00 feet; and an arc length of 176.16 feet; _
LIMITS OF 100 YR 59 / 12 I o Q �� - �� - w CIRF CAPPED IRON ROD FOUND
t J<)' y-
\ I(40,1 O 4�;" ;r, 36 \9 - b°� 5 3 distance of 134.51 feet to the beginning of a curve to the left; - i Q \/• Q ' '
FLOODPLAIN� - -- 140' ( 3 S 84'06'25' E. o d s AP
188' Ies' '`I 14' '` z- APPROVED FINAL PLAT �'-N OG'
�i 57' I - 44 ono I P PLAT SET
I T40' fA0' 15'D&UEm m �N -� In a northeasterly direction along said curve to the left having a centralangle of ,:. a" pl
Q <. = M ROVED PRELIMINARY
��� TIMARRON ,4tDii`ION 'uE - O
CIRS CAPPED IRON R
�' r5( - �n1, 40 ti j 37 00 �� 32 ,r,rn '`�� 05'25'59', a radius of 2000.00 feet and an arc length of 189.65 fleet; 1; O TIMARRON ADDITION
i4 56 I 45 M ~N i88' Ie8' Nf IN I '` oN:''- ;� ' STREET CHANGE
v (v) l 38 L I 31 _ 0 S 89'32'25' E. a distance of 347.06 feet to the POINT OF BEGINNING and GELNDOVER PHASE I&2 F Q 1._- VILLAGE D
( �1� 140 I40' N 39 Co � o TIMARRON LAND CORPORATION TIMARRON LAND CORPORATION
1 IS'D&UE I (m o 10' L tLi containing 61.50 acres of land, more or less.-
1 ;` Q 4o, S5 I 16'BL 18 ' 1 _ I ,. VOL. 9813, PG. 2375 N
VILLAGE G 46 - 5 - "' r VOL. 9813, PG. 2375
1
� ' 62 h 14 ' 154' �� 2 - . a�� - ZONED P.U.D. 480-OIB P.U.D. 480-OIB
:v 140' S4 ;�, c7 47 \ s 1 7� 7 7 ?�' �' ��'= - R. 1 a. 6-,;j; 'APPROVED FINAL PLA.Tu _ -r . III r _..�,.
°' 63mh 140' Ix I �, 1 9-s, 25'e� I `Y y �`' I TIMARRON ADDITION o t Q ' , ss
frr ,n.. '� i g
J
�, 8 1 h WYNDSOR CREEK
TIMARRON ADDITION VILLAGE E
y 14 J O m" v,/ I s i I Q 10� 9 Q $ � 7 v� - W '- wc� �1 S�0 •40,g' S� E'y '
ft. J I O o wo' ~ I rl 7' n° \�\, o - - - r. B R E N WY C K ' o a o Z9, S',1. 3 Q5 ,;�
64 � h 13 5l' 75' 75' 75'-75' 79'�, TIMARRON LAND CORPORATION TIMARRON LAND CORPORATION .- W �aA• 'v �'
/q - n, ��os' PG. 2375 }E� 1 •zm. _. o / / OO' 90' s�
L I 1 S2 _ �o VOL. 9813, - a. _ a
1 �49 J h / t5 D&ul VOL. 9813, PG. 2375r I m g5' Sq
142' wr- j - ZONED P.U.0. 980-01B r__ of 4
5` �, 14�1• 15 10170 18P �I ZONED P.U.D. 480-OIB" _ --
d
51 ti 50 lo'BLl -�° - 0'BL// 19 -ei .° .: I .. N,fi aN PIO.p. ,g2 / s,�. hJh
t 2 I CAB. A, SLIDE 1585 r \ ,...'; V LL GEE 3�
� o,`O
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.^� `° 6p& 131' : a . _� a° - i M :OMM ` GR N ilk 15 UE P.0.8. "• S2 \A0 2 4 4 1 /SS / ti 6 �° OF y •�
a �9� /o - - d 3 �' GREEN !I �-y���a VILLAGE F c� �43 `s> � OR � 34, �i
h o \ \ - - 3ti 38 � ...,WORTH � 60NETT
\ /� I6o' 140' 20 v v \� 3 4 - S00' 36,07'W / ` \ / os� 63 ! ABST. NO. . 7
67 a 20'BL , a �. - _ ! S00' 3 07 W 401 OV s �S 0`/ % 33 Q- ._ �:.
/9 Io B4 /�ti 12 ��1 1 ••O- 6 .2-a 164.I8 550 ,r �, s- . ��. / �o J�, ,� o _ ._.
• OF
PALL D. MCCRACKEN
...............................
-�I. 69384
����"qFC/ S TERM`•
5 -
1I �L / 6 7 8 9 10 N 30' 7 - 30' O 6 -'
/q a / 3s /` Pm m 1,,','' 1 s 42 �0 39 / �� o`� 32` L MFDLO
68 q ` %o 0 6 21 rn q - r� n6 97' 93' 98' 150' r� 129' 110
/ .�:-
�q0• 10 13 151' 80' 80' 80, 91, N /qs, m "" a r Cv 1, 97" 97 i -15'U - _ _ ao�l I ai M �D\\'� / / /h` \ \�A S• , I 4_,,T. NET. ,iT 7
? /q/'t�j�`�1O / /�+S �4i�o 0v 130' 140' 5'D&U I Z� I v'2 u I��,I I 150' 0 12 \2A �40 /'1
TIMARRON LAND CORPORATION 69 °��� % •o 0 4, �D /, :' 9 B CK v'4 �3 II' ''' `° 41 ss IS 19
J 9� P ���> .. -Im /,S,
VOL. 9823, PG. 1082 V _ �•3(�^ / 7q 14 /, �3S 13 QBl �/ /98,N1 f •G°.� G i g1' n7 �i 5' 89' 89' 89' 115 5 '�� 2 Qo° c\i ,\�y U' �l / `S S 9S' / 20 ti \ ��< 75'
ZONED P.U.D. 480-OIB s'uE /9 % 8�h PO°�� / 4 /°V�" ss s �' ' 8 Ce9, a9' IN \oti 1
0 l �L F b .�. 23 a. Q 0 P B1' °r m I50' r� m/ `l / GF
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- 160' m
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2-7-94
FIRST SUBMITTAL
G.S.V.
T.M.J.
T.M.J.
DATE
REVISION
MADE
CKD.
IAPPD.
140, o ]L 155
13 160' -
n �I �y5 3 \)�\� /,a\` J°s\A I Iss' I J F- w
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v ( 60' -80'/' , `�S .F, h0 23 \ I o,l IS S m� 0 0 O v' I o �0� ,� �' h )
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It
O ,\2 �ah25\� �\ 2 _I I I Nl Iz9' '� �, - �� I 150' - I - I -� - - 0 3 �� �o 25 s- // s9 o,,,.; c� PRELIMINARY PLAT
,,, '�' 76 'l`� 00 sX, �A o 31 d 161 1203 ° s I �5 1 �q2 s s _ 1 rz a aD a
w 1-a may\ \ 0 3� o cPS �c,3 O g�%. o �� v 16 olcao\i - 140' 15'D& _ �`J 21 00,1 - 1466 h I 145' m 35 ' 0 m a v, L V 10 I L 6 / 26 / - ��i J 5'UE a J m �
20'BL ° �„\ h \ C �,\�22 m r�,l- m 0 17 IJ 0 0 0 15 I _
1 \ 26 OF
0 6 I I_ B 1 26 \ I 140' m 150' o,lu, 8 m 0 6 0 17 0 °/ �' , / `��, /Q / p ' to 0
0 0 0 9_ �I 1 78M 79� 80 �_ $�$ °' S3 < - ,\ �s- 1 Iwo' wr 1L, 12 146' I°' m , �, �, 32 N Iso' N > - I - -I q 1 9q' �'� /\h`' \`� \h, 3' w Z o w
00 > 77 �1 ltl5' &uE- I u �3A' / \ .G ss\ om �' o 34 J m 7 9 n, / ,%� �, r .� (' Oj p
INI40' I IJ ml 0 25 �nloo IN t� 162' 185' o �' o / % BL 2 > a-
° 109 80 80 80 87' l05' v� 32 ,' 27 Ii° I '21 �I o 17 1� I I o 16 01�, 22 �1 - 146'NI w7' 9 0 67 1 / ,5 �/` 5 `�i 27 �ZSg�\1.35' ���,) 9 �� o OTIMARRON ADDITION
oM m lLIZ-
�� 5'D&U��, /- 1 1135' 140' of of - Im N 140'
O 13 33 /'ti� °'� 148' '` .O.VI� 0 5 I 2 \�P- 25-
Z Z C.G.32 0.43 AC. C�'`5 °� 140' 149' o V
- soo•oo'oo'E 4i7.29' - API 24 (o'BL s N - (' VILLAGES AND G
v o 55' -� I WI '' i �n 23 mI o 10'Bl �5= _ o m 160' 155' ti I o / `�' ��28 4''' \\ �5'vE I N Q `J E F,
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�0'26'IO'W 227' `0\. 14p \ O_' �V' It39, 139 m Q, o IO'BL • 90' Aj /BJ' ,n 0 o I o 1�, 19 OI 174' �I /73 J tOg' `0 C° 17 "': `'
0 I a . .� �5'O& Jv+_ 90_ g BL .O.W 160' N 155' /m 22 `p5' _ Ii Q+ 6; A
- 178.57 0 `� �a �°� `�'sf �. 19 , �o'�'` I 15� 90' 25 p w I �, ( , 18 AN
o'
_.
169' 9 \/oo �0 -{ L h 9 90' - q � N 12 ;r, 1 N 7 3 W 29 ^' Q+ 9 1 ( g t3�
' \`30 29 � ��- � o_ - 13 W I I c �_ � �, i � °� 1 3s- , (..w REVISED PRELIMINARY PLAT
/q� S \P/ "� ►o'B - 139J 79 90' 90; L _� 17 016 { 15 D UE o - 3 I o_ I 20 0 16i' 11 01 I 15'D&UE I D 20 ?1<
� ELI
MARION B. McCO�ABS - - P j
' o rn -/�" / -� . _ A' 25 B 0 18 .I I-t20 j 160' I 155' 1 I 169' i6g' 1 21 ( 10�' 6 ' O ( )
)" v a°N 2 <n COMLINNITY _ $ - 0 19 i u 1 10`s OF
C�L. 6667, PG. E 68 o a M I40' L h 8 m' CENTER _ _ _ _ ,
? ZONED AG �c Iwo' �4- i5 BI B 23 Cn 22 0 21 5 uE ° . ; j `f o li, d �` I - I 1 - \ ` I (� N
�° 25 O 9 i l m M o 1L -- 2 �\ 2 30 \ 15 2 �/ ��%
I COMMON GREEN 29 _ 4 - _
0I - o d2 - - - 21 6 o s 5' BLOCK 12 LOTS 1-8
u�
MEDIUM "' o �0 3 � I 0 3.28 AC. �0 25BL A a 28 27 26 r Q= �W _ 20Q2'67 '" )E I I ���\ '' i.F 3 a v `160' I 155' \9 � \ �g� to L � = / D
wDENSITY RESIDENTIAL 14 I CP 7 31 30 29 4 ; LO_
w o m ( 140' . - 1 -,r' 1'. APL OVED FINAL PLAT ml ,` 5 ` �� I ��: -5 o I 1 16 TIMARRON ADDITION
�,.� 1 -� 22 '
-' t \ .. � _- .. _ I ,. ; ICI .� � _ _ �, .. � � 1 I 1 � ' �, �1 ►� � 5 -
in o 118' °�' m 6 0 ,� r.: I N E « i ' --P, u� T. THE DOMINION _ "La a13 /�9 ,;;I \ \2°' \� �3°i s o 12 1\� 3 2 o�`uo5 /
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, r
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o -1< - I 1 a a� I _ I. D.:4IiIa I I I� z>' IzF VILLAGE C
I I r JBM-- DEVELOPMENT �9 P. m ,
.. " �1 ° N _ _ N86 58 35 W 5 , n I a I 'I ' , • t Im 4 4 �� 5,g9 N
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PG. 169 3 I� ° I
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--
- _ - _ HALL MEDLIN S TRACT NO. 103 ,
o r I
TY RESIDENTIAL
J^s _o 8 , ��
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- - --- •o aoll 2 � 3 �� .I -- - _ , ` ` ��r z % -�, 7 ( �� 3 h P 'D&uE )HOLLINGSWORTH & BARNETT SURVEY, ABSTRACT NO. 797,
N \5aj. 1C1 t:1E -� II u 1 _ E �� 4� , - _ u. _ I O I 92 , 91' 2 35� 2 @\' a
VI AG
EUGENE TEVEN> I � L_ _ -iJ�r _ _ q II __ o _ _ _ E I �' j al >-� - �/ \ �� OBEDIAH W KNIGHT ABSTRACT NO 899
•-{ 1 . uE� I:J - I I.� .. �' p, ti� ; r r I {'', 0 6
VOL. 9060, PG. 2328 1 _ -
., 1 I.: - 1 CMS ,/ I N T H E
p I -
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I' 1 v=
MEDIUM i 11 11 _ : - _ s f �a J' a - - -' - CITY OF SOUTHLAKE, ANT COUNTY, TEXAS
L.U.D. r, 11� �. 1 -2 ��� _ TARR
xw_- _ ..w- .. - - _
s I'I 1 ' I I I A ,1 ¢ f 1 ao 1� - C'O�O�� - °�0'D"-ir - - -
-DENSITY RESIDENT AL ll~���tilll ,ml; ��I,' II I �} �- _
N`
1 7 g N a 3 P 4 y� �p P F O ,. ,
v = / 157 34 ACRES/ 332 LOTS/ 9 COMMON GREENS
ANTICIPATED
NUMBER OF
RESIDENTIAL
NUMBER OF
COMMON
PERCENT
PHASE
COMPLETION
ZONING
LAND USE
RESIDENTIAL
ACREAGE
DENSITY
COMMON
AREA
OPEN
DATE
LOTS
(D.U./ACRE)
AREAS
ACREAGE
SPACE
VILLAGE V
MARCH 995
PD 480-OIB
PRO. TY, E
RESIDENT AL
109
61.50
1.77
2
2.60
.I
VILLAGE 'F'
MARCH 1995
PD 480-OIB
PRO. TY. F
RESIDENTIAL
112
51.86
2.16
4
6.71
12.9
VILLAGE 'G'
MARCH 1995
PD 480-OIB
PRO. TY. G
RESIDENTIAL
III
43.98
2.52
3
1.06
2.4
TOTAL VILLAGES
PD 480-OIB
RESIDENTIAL
332
157.34
2.11
9
10.30
6.5
E,F,G
RESIDENTIAL
850
147.90
CLUBHOUSE
- - -
12.61
CUMULATIVE
PD 480-OIB
(PD-C3 USES)
PROJECT -TO -DATE
GOLF COURSE
- - -
152.35
850
632.86
1.34
32
210.05
33.2
TOTAL
APPR IMATE T _ �0
N LIMIT OF 100 R @Q�
1 /
FLO DPLAIN . P a`OSo @ (�
5'UE
TIMARRON PHASE ONE�� NOTES:
•
�,� 1 SECTION I .�.�+FE�w I OWNER/DEVELOPER. TIMARRON LAND CORPORATION
H1;•1��u. OAKS- THE HIGHLANDS ,,m I I. COMMON GREENS ARE DENOTED AS 'C.G. 25, C.G. 26, ETC.'. COMMON GREENS ARE PRIVATE
CAB. A, SLIDE IOIS g4`"'{I_ OPEN SPACES DEDICATED TO AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, 300 E CARPENTER FREEWAY, SUITE 1425
ZONED P.U.D.•,480-01B `' - IRVING, TEXAS 75062
W Z 2. ALL EXISTING STRUCTURES WITHIN THIS PLATTED AREA SHALL BE REMOVED.
N
�� I- a 4^ fl i' 3.A HYDRAULIC STUDY HAS BEEN PREPARED BY CARTER & BURGESS, INC., FOR THE UNNAMED (214) 791-3333
�' "p ° °# i TRIBUTARY AND SUBMITTED TO THE CITY OF SOUTHLAKE. FLOOJPLAIN LIMITS AND
�$£ °° ► y� "
RECLAMATION SHOWN ARE BASEDY ON THIS STUD WHICH UTILIZES ULTIMATE DEVELOPMENT
P
'j - "� "j E l' lea � �
N° p ,ra - I i FLOWS FOR THE TRIBUTARY.
24 " I ENGINEER/SURVEYOR: CARTER & BURGESS, INC.
4. MINIMUM FINISH FLOOR ELEVATIONS WILL BE ESTABLISHED FOR ALL LOTS ADJACENT TO
1
r \, jP, I` fi ' •;� _ m FLOODPLAIN DRAINAGE CHANNELS, BASED ON THE HYDRAULIC STUDY PREPARED FOR THE 7950 ELMBROOK DRIVE, SUITE 250
'I II 1
I,
i.-.
-_ i UNNAMED TRIBUTARY.
5.ALL LOT DIMENSIONS AND BUILDING SETBACK LINES SHALL MEET THE DEVELOPMENT DALLAS, TEXAS 75247
IS .:•' - -�µ °:'_> 1 REGULATIONS AS APPROVED IN P.U.D. ORDINANCE 480-OIB.
D
-- I' (214) 638-0145 MAR 0 71994
*INCLUDES BENT CREEK PHASE I AND 2 FINAL PLATS. THE HIGHLANDS, PHASE I AND 2 FINAL PLATS. BRENWICK, WYNDSOR CREEK, AND GLENDOVER FINAL PLAT, ff I r - IR tJ,Ah 6. THIS PROPERTY AND SURROUNDING PROPERTY ARE ZONED TO P,U.D. 480-OIB.
THE ESTATES AT BENT CREEK FINAL PLAT, TIMARRON GOLF COURSE REVISED PRELIMINARY PLAT, AND THE UNPLATTED PORTIONS OF THE REVISED
PRELIMINARY PLAT OF VILLAGES "A", V. V. AND 'D' (VILLAGE 'A', PHASE 4 AND VILLAGE V). 7.IT IS ANTICIPATED THAT CONSTRUCTION WILL OCCUR IN SEVERAL STAGES WHICH WILL BE FEBRUARY, 1994
DETERMINED AT THE TIME OF FINAL PLATTING.
1 •
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.. — �„ O E OPEN SPACE' ..
3
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PROJECT OPEN SPACE]
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a SUMMARY
o �E, F, G—RESIDENTIAL LOTS AND ROADWAYS 93.45% 147.04 ACRES
o O B—PROJECT OPEN SPACE 6.55% 10.30 ACRES
1 TOTAL 100% 157.34 ACRES
2''
THE GROSS DENSITY OF RESIDENTIAL USES INCLUDING PROJECT
OPEN SPACES IS 2.11 DU/AC.
L.U.D. - LAND USE DESIGNATION FROM CITY MASTER PLAN
t OF Tf
........................
cCRAC PAUL D.MKEN �
............... .....
...�
CHAIRMAN OF P&Z COMMISSION
SECRETARY
FIRST SUBMITTAL
G.S.V.
T.M.J.
I T.M.J.
DATE
REVISION
MADE
CKD.
IAPPD.
NOTES:
L STREET LIGHTING WILL BE IN ACCORDANCE WITH CITY OF
SOUTHLAKE REGULATIONS.
2. EXISTING ZONING: RESIDENTIAL P.U.D. 480-OIB
3. ALL BUILDING SETBACK LINES SHALL BE PER THE DEVELOPMENT
REGULATIONS ATTACHED TO THIS SUBMITTAL.
Q 4. INTERIOR STREETS WILL TYPICALLY BE 31' B-B CONCRETE '
IN 50' R.O.W. OR 41' B-B CONCRETE IN 60' R.O.W. AS SHOWN.
5. MEDIAN LOCATIONS WILL BE FINALIZED AT TIME OF FINAL
O PLATTING.
G
ANTICIPATED SCHEDULE OF DEVELOPMENT
N
G
50 9° SCR ` P84 '� Q BEGIN CONSTRUCTION END CONSTRUCTION
Ln
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o, �`' w z w # DEVELOPMENT PLAN
o 0 0 ( ) 10 t— U
oM • w w 67' r� ') (�✓ ;! TIMARRON ADDITION
Q
soo•oo'oo'E _417.29'f �_ 1 Ln 1 N 50' w a VILLAGES E, F, AND G
_= 50 lv `
00.26'10'W �- • 5o' 'F' o _ AND A
ET � c )
►713.57' .� o o ST RE 1- m u
-
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o. lP _ is
i�'� „ I„ v ( O
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w 02 67. as �;',ao _ ' So' S�RtE -, J BLOCK 12, LOTS 1-8
:. NE A c N06'3124 W _ 0° , 6� ._.
20
uj
1 O —
�'
,I • . --` ,4 .- -,-� c.,. - o .,�:....... TH °&� - m / '> -_ TIMARRON ADDITION
. '. . M >. p� H h Fs e J J r
r
I I,
:
C o -
N86 58 3d � fI I vv
, VILLAGE C
NOI20'33'W 504.29' 28.67�
Ln
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• � ``__ � .. ILEA � k _� � ! $o. �' N12. 02 2 • �3' N�610'`.�`� 0 U T OF T H E
(APP.RO D �t_ f
HALL MEDLIN S ABSTRACT NO.103
'PROJECT °_a lye 4 .:' r > moo_ {r�•y� SURVEY, V E Y , A B S T 7 ,
_ INA P _ Y .
.. _ �
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OPEN SPACE t _ _.— 0 2�
p p: ;,.__- r. �� a DIAH W. KNIGHT SURVEY, ABSTRACT NO. 899
o
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OWNER/DEVELOPER: TIMARRON LAND CORPORATION
300 E CARPENTER FREEWAY, SUITE 1425
IRVING, TEXAS 75062
(214) 791-3333
ENGINEER: CARTER & BURGESS, INC.
7950 ELMBROOK DRIVE, SUITE 2 n r7rp
�> DALLAS, TEXAS 75247
(214) 638-0145 MAR 0 7 1994
FEBRUARY, 1994
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LOT 2
BLOCK
1/2" LP.F
HARBOR ESTATES
VOL. 388-137, PG. 86
P.R.,T.CO.,TX.
SF-1A
LUD-LOW DENSITY RES.
LOT 1
4 - �-
R.R. SPIKE
1/2" I.P.F.
STANLEY T. BURNEY
VOL. 3246, PG. 474
D.R.,T.CO.,TX.
AG
LUD-LOW DENSITY RES.
1/2" I.P.F.
1 �I
3
0
�1
J
s=
"J
2
1 /2I' I.P.F.
BURNEY PLACE
CAB. 'A', SLIDE #914
P.R.,T.CO.,TX.
PK NAIL
I
3/4" I.P.F.
-X k X X X X X 4 X X
x x x x x x
185.00' 70.00' ", 165.06' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' -95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 142.87' 85.00' -
-- -- w w w w w w w �� � •�` ��� X
T- S w - w w e R.R. SPIKE.
� = O O � '` K _ ° = 6 MASONR k FRAME FENCE w
t� = O OT O � � O� O O L 0 0 O = _ = O !
O O O O 0 0 0 P 0 9 0 0 0 P 0� n p O O O O p O O O O
O 0 `Ss. O o O F r•) Uri N 17 r7 .1 n '`T 2 0 �j "' r7 - -, , Cr�i o o O O 8 O O O O 3 ,i �N �^�
cP• r� CV CV N 21 N L Z_ rri r O X
O I O M O EN Uri d N O O o O O N Z- N /4 N" 1- [.6 27 2 1� z N �� 0
o�� 8.48'0 `r' �� _ �o -- �o --- �O - �O 30'B.L. �0 -- �O �0 0 '0 -��Uri
9.15' z z e z z LAND USE DATA
185.00' '4 \ 85.04' 95.00 95.00' 94.99' 95.5g' / -- -- - --- - --- -- 76.64 fr. I PHASE I
78.30' \ 95.69' ` 86 S NO DWELL NET RES. GROSS
S 89'37'00" E 94.68' 66' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' ° UNITS DENSITY ACREAGE
/ 35.02' S 89'37'00" E 25 01' \ Sg. co SINGLE
•- - --- --
1 �` 7502' _ ^,5_ _- - -C,6 r 310as - - _. __8 W_F__ 3 CALL - - -TRAIL - -- - - ----- - -- ��3' '-'u U' 77 24 a/ac
fIS 89'37'00" E ~- FAMIL311
PARK
120.07' I _ S 89 37 00" E RESDENnAL
96.64' 130.8� --i30.00� ., 94. ►J 88'47'32" E DE E DEDICATION
N/A 6.3
.( - 63' 4 e rO STREETS N/A N/A 6.3
0 o S 88'04'42" E r-- 80.30: �*_� / 3 20' B.L i 88.41' y
0' O --- 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 52.88' - - o I TOTAL
O O I I / 78 1.7 du/cc 45.4
0 2 0 �� 20' B.LHASE I
24.35' 34.3�' 0 R W io N i� o o �7 8.15 - -- - - `'� o, h N 'F--
In n o d' '1 9 0 0 o w o 7.02 -- - -- -�`Srr o rn PHASE II
o Z r' W o 1 7 1 o M 30' B L. = r`
UN'iTS DENSITY ACREAGE
o `r U7 16 N Un N O O NO DWELL NET RES GROSS
0 7 0 0 �' N( N �' W t; oo o 0 0 _ o O o - 155.01' CITY OF SOUTHLAKE e3 3o a/ad z7s
'� iv O r N l m 4 o N r. _ cOo 0 "-� O �� O ' M O 1 2 X X SINGLE
pl�8 N f, o o cN o S 89'37'03" E CITY OF GRAPEVINE FAMILY
N O N O n O O I !RESIDENTIAL N/A N/A 6.7
in
Z 0 CA o STREETS
185.00' 135.00' `� o N 130.00' 0 130.00' 0 0 0
a
F z 130.00' S 89'37'48"
1
3/4" I.P.F
2 3 SF-1A 4 x 5
LUD- OW DENSITY RES.
BLOCK 1
IX
1/2" I.P.F. 1/2" I.P.F. 1/2" I.P.F. j 1/X" I.P.F.
X
25 on' •
CHOLBD RIEW ISURYEV D 0 V E E S T A T E S
Qo�g( VOL. 388-69, PG. 49
P.R.,T.00.,TX.
x BLOCK 2 SF-20B --
1 2 3 4 LUD-LOW DENSITY RES. 7
1/2" I.P.F.
X 5 6
-X 1/2" I.P.F. 1/2" I.P..F-.- 3/8" I.P.F. 1/2" I.P.F. 3/8" I.P.F.
w
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0
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BLOCK 1
LOT 6
HUDSON BAY ESTATES
VOL. 388-139, PG. 48
P.R.,T.CO.,TX.
SF-14
LUD-LOW DENSITY RES.
X X---X--X X
S 89 37 48 z x
S 89'37'48" E S 89'37'48" E U a 34 du/cc 34z
S' 89'37'00" E 95.00 z aD o o TOTAL 63 z 4 d„
S 89'37'48" E O PHASE II I
in io � � 95.00' 95.00' S 89'37'00" E 95.00' 102.88' N1 o Iri �
X 0 0 130.00' w E" o 0 109.97' P 8 �3 O °' - °i TOTAL
m O 0 = O m �p U O Cr o �� 9 68 49' 104.39' 95.00' 95.00' 120.00' Z �9.6 N0. DWELL. NET RES, GROSS
I, 0 N o rJ) o O - 0 6' 0 w - UMTS DENSITY ACREAGE
o _ o 00 19.44' b z9. 13 45.0 _ 155.01'
O z O O N J 6' 48 In IB L C 3 LL SINGLE
o 0 0 0 0 0 9 I W 1 5 0 98 E 3 1,
O 160 2.7 du/ac 58 5
N o a CD 3 'r0. 44.38 N 75'S1 = 5b' o FAMILY i
O O � �� N � � p
In un 135.00' 0) 0 N 'I r 132.77' R W 5.00 Oi 0 0 0
S 89'37'48" z 131.25' OII 128.50' �N 84'39'14" E'' 46' E ; 70.65 12 `� > o a b o _ o o o Raw I PARK N/A fio
• G O X X- DEDICATION
N 87'26'26" 1 N 75 51' S U LP V' N SN en M N n 1") 0 7 .- !RES ,T N/A N/A N/A 3.0
130. 00' i + 86 28' 21 " cn 0� N P L; o o rn rn I R.D W s
10.00 N 156 • c 6' rn- -? c0 O 30' B L p NIA N/A 2 9
X O i ,� a'. - -- N --- - -- -� N DEDICATION
185.U0' 0 0 rn 6.68' w N �i o
^ ` o0 o I+ o o 0 21.0 o Z I J w o 1 9 0. '' \ l $ 6'. r) ors _ rn v' 120.00'
o 0 1 n W o o .� co 59.35' 30.02' 95.00' 95.00' t 55.01' I TOTAL 6, e a /aa fiz
c� f W ui Uri a) o w 4 N rn_ 0). 10.00' L0 �c Z 8B.64
8 64 365.02'
N 135.00' rn rn o I o xi9 c`rn. 13 2g Z$ i F 2 --- - --- --- -- - - - - -- o o j f
717. h s. 2 • 28 \ 6 o
• 0 N 0 w S 80'4726 �p f I \ 117.33' m i N l2'12 �s r1\ 1 15p0 ai, ocP. g6. 7 _a__ s 89'3Too" E - I rn ori
130.00' S6 E Vh cP 59' 19" E r,
O voi 4 0 0 0 o SIB ho N 82' �\ -I '�, 5L6 60.81' 40.02' 95.00 95.00' 110.00' °i
o o o o N _ ti h s o. 1 106.3g -- - - 3 I 155 01 '
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D.R.,T.CO.,TX.
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o o ° S 00 1 0 Lss ,��' ,� Oi 20 \ F - 61 w sc' v L 3 -- -- - --1. 1
-- z o o Z uj m 4 �� i. ��. �Lsi. Ls� 13.51' �2 �'� �i� ' a5?9 sa - m 0 0 0 0 0
rn o rn LTL yB O\.'v oo. 00 1 �. �+ Q o 0 � o 0
185.00' 135.00' o 0 56.73' / 1 60 g5 0• L N o N ,� 0 0
1 0 0 d �� �2�. �� i� \ ✓ N1Z o 0 o N o o o
130.00' oN B., P. Ls 0� k, 'L 00 s l o "0' m 5.00' , O 95.00' N w °' ,� °' ; r- -
o 0 Li"P"'�9 '`O 00 21 G1 / ti g ao• N 95.00' 110.00' !
0 0 0 0 ro �' 60 b1g. 5 `P i Q` 0 80.32' S 89'37'00° 8 o 155.01' Ln Ln
o o o o tea' Lr�, , g 1 ro'v' > " �� Ate. 0 7 3.00' N
0 0 0 0 In ,ri ry O 6 �. �S o' p 115.00' 100.00' 95.00' 110.00' N S 89'37'03" E I CV
0 0 rn rn h c" '!p '� d e 00 _ LJ: g� 38.11- 41" E3 3 3 cD 8 CV
o o y p LP 2 2 d o o. 2/,L'I 9 �� q1b �o _ 0� tFl 85.02' _ = a ! Z ° 60
135.00' ROW S' 89'37'48„ E `� g�� r,� L3. 1 �Q oo. 01`' W a o 0 0 0 0 o o a Q
130.00' A� �y� ��0� �o .0 CIA
00 4 500 J, p a /. N 6 1 ?, � o oo Io 38 1 O
185.00' o o /F"� 00 J ? 7 �Ls. 0S o5 cJ� 9� �o g 00 �'� o- 0 3 17' o 0 I �
CA _ 2
S 893700 E o 0 0 "''. E 5• co - g� 10 e 0 -, , 0 30 0-
0 8 Oo .'h^ A F N 77'55 37" g o� O H:- .� 60 �'S7 tiO� O 00_ g5 00 05 �' ,O �O �� _ --- Z N cn ! `- 2 80.74'
o rn !i IN ' �. 6' ' O. _ - 0 '� �0 Lrw r' 88.00' I 91.83' - --
,a. j 1 LP 4 `rLs, 00 4b / y 60 00 s 95.00' 110.00' 7 5.18 L P F.
135.00' 1 S'89'37'48" E ? \ a gb ° N gh. 'L� F 00 3 C13 C14 N. GRAVEL CIRCLE
o 0 C^ O c� o Bb• 321.83' 0 -'�
_ S 89'37'48" E 120.00' N N r'i..o LP O• 00 it 'O h�------ -- - S 89'37'00" E - - n Oc 25.0'
0 p ��'
0 r o �o �6 0 �
X o o I 1 r` 21 o fig. ,2 sr p g50 " LS, Oti /'" 23.58' 76.83' 95.00' 125.00' 84.37'
0 c w o. L,L 6 89'
co rn 7 00 1 04 5. Lss O G o FL '� 122 z -- - - L-`' - �`' -- - - r
20' BL c HL 0 22.02' ,1255 1 �� c" g �00 19 g5�0 L�g2 0 0 0 0 0 7 Z, ci I
X - -- L_zo' B L z 0 O g �' u' 0`• rn o ") o 0 -- - --
185.00' 150.02' 120.00' �i 79.67'0. I� . rLs c N S' N o 10 m M
i �• •Q o., 00 1 �o l L+ o o o
8 - -- - 345.00 - -- - 3 1670' �5• Lro '�, p0 i1' 20 / 5� y v�. z z 155.01'
o -, - - o-- - O G' \ s 1`LO `�,p "LO g /���S�O F' �3, 91.00' S 89'37'03" E
go 5 89'37'DO' E 8 a ,0 O�J o� O. o o .o i c> >� i 73 n
0• \ rm, a rr / t�g °� 50 95.00' S 89'37'00" E
R 88.69' 1 1 < o s m LS O" p ,0°01 �� W 61.00 125.00' w 125.00' o n
X rcOi 185.03' 57.06' 47.96' 47.04' 58.02' 105.03' Z is Lr� °'s• < Ls, g5 J H ° 00 / LDS, oo- p 5 75 26 28" 3 n ^ 0
w w O• 00. ?' \ `� Lot 2 F g5 / �� g1 00 0 0 0 " v 36 Uo
C'4 00vi r19.51' ��
a - N - o 0 0 12.00' r, ': 00 F. 9 o O �� 0 ao z ao p 1 1
0 n o .� 0 " '_r A �g� �Og\ O'\/ 2000 {<�O / o. C O 00 14 0 g JI 156.35'
000 r N p o 0 0� No r ro01 00 \ 1 `jvg50 / �� 4 J g50 e,g S >>s7 e �o _ F z co S 84'S1 42' E J
O. 00 sp j 2 N N S 71g
X co <r o o - o 135.00' N / O ' b
105.00' z 105.00' z 105.03 z 127.11 207.11' ' \ \ / 0 o0 00 �0 s 878, ��l5 S�23 6�ti S)S3 0) z
- 0 12 'L 2
x 185.C3' 35.00' 230.03' S0.00' 55.00' N 82'56'12" ti0P0 o �5 . Ed �s �'LO�6 TIP. �o NEWT
1n I
N LS c O ,D. O. co b0 p t' S 00
S 89'37'00" E s S 89'37'00" E h `� Ln S� ? � , 01005 r rr. p O 5 vL 5 4• 3�
w c LS O 0 r' 1 2 6
o, 0 6. 9 6 g 6 o w v 9 g. a m 6 S - O •� w N Lr Ln L9- �q\ �0
2 N r, o\ dJ, < e 0 7,9 9' E
X `d' S• 06 s _- ^p A D �p co J rn t�, 1 ^ 'P5 p0.
%n. 0 Sg \°o o. 0g
g o O, 2 U L. Ci K I c" 57. 71 ' 0. , J. D n • e `\ 605 t* $ L 8g. 0' o. lrO / \ o z 4
X �' 58.06' r^ 18 / Pi 6 !� ,2A g9 " E 127.96 72> r*1 SS 01V , s , oob/ -I O
I N LS 21 �' 31 r^ 0'3\ 34 \LID 79.24 p1„ E S 680 )9, 11- 33a c�0`OSeT i� O, ,o� 09 J9. t S• \ ,�k3
N -�25 82 N 7 rn rn N w 31 " �' r/� E..., 30.00' j 9c�7'
h� s o o `� 5.00' 132• L,+ o, ry �• JI 5�
lb''c. �' is i� 02 E Ln W a ooryv /a5 \ g' I
x 185.03 '0 32' RQ a S.DE•
�� 118. ° 99 60 N 77 O cD o d o S/p 9 o e F , ro
S 89'37'00" E sops; 59 O 30 E °' 2 J 6' O c� 86 ��� N 6 p s ) s O rm
p8 \ o S 84'22's7" E N 77'0 ) �IAT CREEK I.S 14 0 z I C7 50. / g� 30 ,°' so ao 3 r; z' .
132 E \o. ^ �p 6 CT. N U! N w o / 9 LQ. Sp t-Pp
x 41� 17 - �% I �' U1 �8. " o N N z wl i� _ 0 0 >> In
oo. P.,F
o N 7 �^ ^ w o to N N ! 15 . _m. - - co N _ - 20' B _ - :I: `O ,79.26 ^02 / 3 0 '0. OGOLLALA I
Y r- N 0 rJ .o .P�� rn 1pI n (D M N �� O. O' 7 W
00 N �� r4 o L20 + o �, o. 45' 107.16' 12.45' 00 0 119.29' 145.71' ry o 6\ �� g�5 , •\ 3 7 CT. O S 3 39 4
ll� 3 J 0 4 In x C,- In o0 92.81 z S 89'22'19' E o - 2 2� 9 S? h 6 s� p a
d- ^ o (� 8 co m1 27 .
(D 15.12' rn �� d z �6 - - - _ c7 - - --- 37 a - 290.00' o _ - w g _
a.l 18�, 1,8.21' �' 65.00' 53.20' 42.5° 5 A5' McCRAE TRAIL C9 a�
n • 135 19' a I r 244.44 u'o �uL �. ^ U IO
169.89' L'
i
150.31'
/�
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-
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3 c6 67N 17,32p2
188.54' 327.45'
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110.99'
56.18'z 1 129.51' z
165.00' P
v
7g5a� -- LONESOME DOVE PARK Fc. coR.
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(DEDICATED PUBLIC PARK)
511.67
5/8" I.P.F.
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X
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X
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VOL. 234, PG. 50
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VOL. 273, PG. 76
to
to
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VOL. 9239, PG. 762
�
Q
D.R. T. CO., TX.
SE M P C O, INC. sU.*h-G - YA, - o ANNwc - CONSULTANTS
P.O. Box 1776 Fort Worth, Texas mo,
(offices) 3208 South Main St. - ph.(817) 926-7876
Project No.. 6107P
LUD-P!JBLIC\SEMI PUBLIC X
134.27' 237.21'
1073.64' � , F
P.F. 1f2„ ' P F. 5/8" P.F. 5!8" I.P.F. ; X
i { ,,� 4 ,5 1 5/8" P.F. + 5/8 1P PLANNING/ENGINEERING BY: _ __x�1
X 1 X , I y x
5 . N 89°22�'19 W 6 - 7 + l x�x�.- - �vTt-rx
x 1615.I23' ! FC G°R T,� ENS I NEERS, INC.
OWNERS
ESTATES BLCCK i L.D. PARKER �t i ENGINEERS PLANNERS
EMERAL
VOL. 388 D165, PG. 48 OWNER OWNER RANDY PARKER DEVELOPER:
P.R.,T.CO.,TX. MRS. L.D. PARKER HAT CREEK DEVELOPMENT CO.
SF-1A GARY CANTRELL rMARY ARNOLD CINDY ATKINSON
I 5501 GREENBRIER DR. 726 COMMERCE STREE � �uiTE 104
LUD-LOW DENSITY RES. -,
�319 HALL JOHNSON RD., ST. B 3404 SOUTHILL CIRCLE 2605 N. CARROLL AVE. DALLAS, TEXAS 75209 SOUTHLAKE, TEXAS 76092
COLLEYVILLE, TEXAS 76034 AUSTIN, TEXAS 78759 SOUTHLAKE, TEXAS 76092 (817) 488-3313
X--X--X
S. GRAVEL RCAD
c
Ui
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XUa0 X
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0
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CAR 0LLL u
H.S. z
LOCATION MAP
P
Original Scale : 1 " = l0u
0 1 50 100 200
Graphic Scale in Fee,
GENERAL NOTES:
1. Minimum lot
size = 12,350 s.f.
7.
Phase I to begin May, 1994.
2. Front building setback = 30 feet.
Completion August, 1994.
3. Side yard =
10 feet.
8.
Phase II to begin January, 1995
4. Rear yard =
20 feet
Completion April, 1995.
5. Minimum lot
width = 95 feet.
9.
All existing structures will remain.
6. Minimum lot
depth = 120 feet.
10.
Average lot size = 15.927 s.f.
FIELD NOTES
Being a part of the N E. THOMPSON SURVEY, Abstract No. 1563,
situated in the city of Southlake, Tarrant County, Texas, embracing
a portion of Tract No. 2, all of Tracts No. 1 and 3 described in
the deed to Shannon E. Miller recorded in Volume 1569, Page 197 in
the Deed Records, Tarrant County, Texas (D.R., T.Co., Tx.), and all
of a called 10 acre tract described in a deed to C. A. Parker of
record :n Volume 1311, Page 125, D.R., T.Co., Tx., being more
particularly described by metes and bounds as follows:
BEGINNING at a 1 inch iron for the Northwest corner of said C. A.
Parker tract and the Northeast corner of a tract described in a
deed to the city of Southlake of record in Volume 5698, Page 304,
D.R.• T.Co., Tx., said point also being by deed calls South 89
degrees 37 minutes East 30-0/10 feet and South 00 degrees 23
minutes West 1045-3/10 feet from the Northwest corner of said
Thompson Survey;
THENCE North 00 degrees 22 minutes 12 seconds East along the East
line of said 30 foot wide strip described in the deea to the city
of Southlake recorded in Volume 5752, Page 48, D.R., T.Co., Tx. for
the said East line of North Carroll Avenue, 1,045-3/10 feet to a
railroad spike for the Northeast corner of said City tract in the
North line of said survey and said Tract No. 2, in Burney Lone;
THENCE South 89 degrees 37 minutes East, along the said North line
111I of survey, the said North line of Tract No. 2 in said Burney Lane,
2,122-93/100 feet to a railroad spike for the Northeast corner of
o said survey and Tract No. 2;
THENCE South 00 degrees 22 minutes 57 seconds West, along the East
line of said survey and the East line of said Tract No. 2, to and
along the East line of said Tract No. 3, a distance of 1,485-54/100
feet to the Southeast corner of said Tract No. 3 ana the Northeast
O corner of the 0.308 acre tract described in the deed to Lonesome
o0 Dove Cemetery Association recorded :n Volume 9239, Page 762, D.R.,
T.Co., Tx.;
0
THENCE North 89 degrees 58 minutes 33 seconds West along the North
line of said 0.308 acre tract and along a line in said Tract No. 3,
511-67/100 feet to a 2-1/2 inch chain link fence post for the
o Northwest come- on said 0.308 acre tract;
THENCE South 00 degrees 26 minutes 29 seconds East 269-99/100 feet
along the West line of said 0.308 acre tract to a 1 inch iron for
0 the southerly Southeast corner of said Tract No. 3 and the
IW Soutnwest corner of 0.308 acre tract;
THENCE Nortn 89 degrees 22 minutes 19 seconds West 1,615-23/100
feet along the South line of said Tract No. 3 and said called 10
acre tract and along the North line of Block 1 of Emerald Estates
as recorded in Volume 388-165, Page 48 of the Plat Records of
Tarrant County, Texas (P.R., T.Co., Tx.), to a 1/2 inch iron set in
same at the Southeast corner of the tract described in a deed to
the city of Southlake in Volume 5698, Page 304, D.R., T.Co., Tx.;
THENCE North 00 degrees 24 minutes 23 seconds East 706-45/100 feet
along the East line of the last referenced tract, said line being
the East right-of-way of N. Carroll Avenue and the West line of
said called 10 acre tract to the Point of Beginning and containing
82.4 acres.
PRELIMINARY PLAT
LONE,S-OME DOTE
VICMAEL JX T
1�voL. 9872. 2. PG PG 1l82
D.R,T.CO.,TX. ���111
T E S
1 3/4" I.P.F. an addition to the city of
SOUTHLAKE
i
I
TARRANT COUNTY, TEXAS
IN THE N.E. THOMPSON SURVEY
A - 1563
82.4 ACRES n�
PRESENT ZONING SF--20.OA & AG 0 MAR 0 19 7 94
I13/4" IP.F. PROPOSED ZONING R--P.U.D.
01 MARCH 1994
, 1
HARBOR ESTATES
VOL, 388-137, PG, 86I
P.R.,T.CO.,TX.
SF-1A
LUD-LOW DENSITY RES 1 1
LOT 2 j
LOT 1 _
BLOCK r i 4
1/2 °.'. 3/4" I.P.F
R.R. SPIKE77
'/2" LIP..
I
STANLEY T. BURNEY
VOL. 3246, PG. 474
D.R.,T.CO.,TX.
AG
LUD-LOW DENSITY RES.
112" I.P.F.1
I
FI
N
2
\
\
1 /2T I.P.F.
Q0
DES~ BURNEY PLACE
CAB. 'A', SLIDE #914
P.R.,T.00.,TX.
2 3 SF-1A 4 x 5
LUD- OW DENSITY RES.
BLOCK 1
�T X
i 1/2" I.P.F. ;/2" I.P.F. 1/2" P. 1/X" I.P.F.
X
J(DHH C HOLDD RIESS %UIRWFE f D 0 V E E S T A T E S
VOL. 388-69, PG. 49
I' BLOCK 2 P.RF-208.,TX.
1 2 3 4 LUD-LOW DENSITY RES. I 7
5 6 I I 1/2" I.P.F.
' '2" I.P.F. \
-X� 1/2" I.P.F. 3/8" I.P.F. 1/2" I.P.F. 3/8" I.P.F. ;.•'
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BLOCK 1
LOT 6
HUDSON BAY ESTATES
VOL. 388-139, PG. 48
P.R.,T.00.,TX.
SF-14
LUD-LOW DENSITY RES.
X X X
PK NAIL
I
I
X Xt-X X X X X
185.00' 70.00' 165.06' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' \ 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 142.87' 85.00'
T_ w w w w w w w \
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S 89'37'00" E 94.68' 86.66' 95.00' �3
95.00 95.00' 95.00' 95.00' 95.00' 95.00' Q
S 89'3TOTO' E__ - _ N sg •� �C
,5_ �-- -�,6 _35.02' 3-D.aG-_ _ W. F. 3 CALL TRAIL 3,. �.
OA 75.02' _ C • -- 8 A \�b oo. 1 130.07'
120.07' S 89.37'00' E _ - - - - -- 704.B9' -- - - - w gg a7'32" E
_ ��4.35'
96.64' -130.0�--1--30.0 1 94.63' 4 5 89'37'00" EN0 S 88.04'42 E r- 20B.L. �I o
� 3 /88.41' ti3 0
100 I �80•30 34,35/ 0 O f� / 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 52.88' �� ` ,oti' 3 0
in 0 104 20' B.L ip o R W o N o 0 0 W I 8.15' - - - - - -- w p o. o / c�
0 13 `J" o N W vi 16 iv 0 1 7 0 Lo 0 7.02 30' B L o I ^( rn
p cD O O N N I N N G+ = [�] w ^ $ 0 O O O O 0 0 d 155.01
7 0= g gN o= x N ^Im 4 ON $ 7 0 8 0 9 00 10 0 11 1,10 12 1
o N 6 0 0 0 S+ 0 S 89'37'03' E
X 185.00' 135.00 `n O ~ >$ 130.00' 9 I8 00 N M M PO M o M 0
S 89.37'48" 0 130.00' E� Z 130.00' S 89'37'48" ;n II Z Z 95.00' z m Co I o $
SI 89-37'48" E S 89-37'48" E U d 89'37'00" E
S 89-37'48" E o; 34
i� i0 J of 95.00' 95.00' S 89'37'00" E 95.00' 102.88' o vi 0
0 0 130.00' LL' J � U . m o d 109.97' 01 13' o rn rn
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o m U�10 9 104.39' 95.00' 95.00' 120.00' 155.01'
m 6 12 0 N O o 10 co o O o 18 0 f' 19.44 L% 00 68.49' w 6
$ la O o p o 1 N o 9 "' + W 15 0 0 �o bs. 9' 98'13 48" E 46 N B 0 C K 3 +
0 0 I � N= - - p 3 'o, 44.3a N 75'S1
1n t 35.00' °' 6 0 �; 132.77' R W o E F 65 125.00 00 0 p 0 0 1 0
N S 89'37'48" z 131.25' d 0 C- 128.50' N 84*39'14" E rJt'48" a ")0 A d a 16 '' 0 15 0 1 4 0 00 13 o R¢w o o
N 87'26'26 / ' `14 %� ON 0 0 17 0 � N M M N M M O 3 O
0 130.00' /� 86'28.21 �E --10.00' N o 156•p0 N cD rn. -! 0 so' B.L $ J
185.00' O p 6.68' v+ N c� Y 6'• 0 18 - -- -- - -
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0 00 0 0 0 o Z_ c,+ P m o �. 120.00'
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rn rn rn o + I Urn• 10.00' `,, F s 1 9 88
N 135.00' �� �. o Q cn_ 132.29 w 292$ >> V, �' 2�, 365-02'
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(t)t 1 x p r oo �0 `A� `per �h �0 ,r 21 G� ��, °h / `'o. �L 6 c^ \ N 9 5.00 110.00 O
m H { 0 0 (� $ o a o �s>� N � P3 r,> > /A �.�, 0 73.00' 80.32' S 89'37'00" o N 155.01' I
g $ 00 0 16 3 ,n .�' .� 9 �`�o a+ o• 100.00' 95.00' 110.00' � M N S 89'37'03" E
f 5C' rn rn h 2 F` v� o ey B 00 > `rs. 00 115.00' 8
3 �• 1.P.f �, 1 0 S J� pro �. aoj 9 9b' .,� 5 8°�. 38.32' 41" E3 3 3
-- I ! I 135.00' P% A 00 > 2 2 s. �� O� i o 00 CFI 85'02' o- N I Z
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T 185. 00' 16
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o �. O "i F 71`� �, 9 0 6 '�'� Q� O. 00 w 4 v' c� Z In 2 B
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\ R.R. --X SPIKE.
X X X
CITY OF SOUT,+LAKE
X X
CITY OF GRAPEVINE
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71.6 LP 4 ems• 0 9h" �- 3 0, O `ram d, i 88.00 r 95.00 110.00 75.18
135.0C S '89'37'48' E 2 '� c� :� L 9h0 / 0 N 6 gh0 �, >� 17 F 800 3 c13 c'a N. GRAVEL CIRCLE
1P O. J O, O 5 - - - - -- - 321.83' - --0 - I
S 89'3748 E 120.00' w T>1 ••Q 0 `r > i p0 c rt
4 6+_ / 'O �• S 89'37'00" E 25.0'
r� 1 Fj $ ) N > 0 2 5 -d 9 A6 ,50 2 0�5 p0 71. 55'
u; } 0 0 ^ 0 + - n 26 ,1 r 0 g5• > 18 s= 02 23.58' 76.83' 95, 00' 125.00' 84.3 /
•- i F» �t `° °' 7 o rn o i hya `� o. 0 G "o 16' / 122.g9
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LLj { - - - 34500' _ _ � 167.v _ �_ - '/ �LsO G, .\ \220 s� V, 20 g5 0 / �ti 00 ° 6 J\- f Z Z N
QUAIL RUN ROAD 5 0 '�' > ,�. 15s.o1'
S a9 37 00" E $ $ a p5 0. o. O A 5 > 91.00' I S 89'37'03" E
�00 /J m\ �fj o'o. ''o 'P9.Oo / °5,F �`g 9 / O• 73.5� 95.00' S 89'37'00" E n
v 88.69' > 11 < s m Ls 00 e ° Ati 1 0, p 8" W 61.00' 125.00' w 125.00' ' o �n 0
47.04' 58.02' 105.03 z �s s� s, L3, % 9g• N O / Ls o. 26 2 3 " N m
a 1/2" I.P.R. 185.03' S7.06' 47.96'
\ 21 0 5 s, �O 0 S 75 'r' r- o
a Z - - - w .� o� oo. >' `� >�io ! � / 91 00 0 0 0 d 8 36 Uo
i 12.00 N w , p O N 00 -
a o 0 0 ui P I 19.51'
x N. wo I _ 'n O o 0 0 o cr �_ 0 0 F yf ` Oo. ► 0 = o ip ao 00 1 1 i 1 U
rj, °' d N I . } $ 6 N 7 0 N 3 ;n 9 n� `� ,005 >O �,LOp 00 4 0. G o0 00 14 0 3 g JJ 56.35'
L`� 1 5 I `r 5 CoCo N $ o No 00' 60 CO) \ �� 9�' / ��' \� 9�' °h S 7�S e` l0 m a 84'S1 42 ' E
w r X co _ r 0 135. . O O > 60 ? -6 � �a >> 5yi ni
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fr ad N En- I I Z Z Z 127.11' �- v' >O 12 \ \ 2 00. 0 60O �s BIB, a.1 S�? 5� �0 S Ste. 40) o I Im
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p I X ems. �s h oO a o �1d 0 ry 6S
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m ~ I X= 0' 58.06, r^ 1 8 0 >: dr a� w 127 1" 7 / m S Ji 5 6 6 aD. �CAr / s 3 y !
N S 21 a r'25 31. 1Q �, 1 cO N 7924 0 6e p�. 9' b�0 �03 I/ L?> 16 ZO°' \ p,� 11 /
-- 23 h� o \ �� o .. 82 N rn 6, w 3l ^ `v V) H 30.00' 0 �:.' y3 , 5� /
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U 118.59' 99. N ^ d $ ► v� ,� 1 o F z 6 �i°y M TO s ,0.
o s ss'37'o0" E r�'° S a 22'S7" 7Too 3°" E I I�AT CREEK 14 1 0 20 ` s I / moo. 08 00 30 as\\ w
m 132 0$ " E_ E N �B CT N c. i� W o = >. / 1 5 / 9`0 r'0 '� so *?,J°o ao 33 r� 3
3
2
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0
I
C.1.S.D.
VOL, ???, PG. ??? P . 0. B . now
D.R.,T.CO.,TX.
CS
UU - PUBLIC/SEMI PUBLIC
I
LA-0 O N ay r1 w =- > O O N -
X I 7 q 18 \7 I- U I W �,�, cn 8' ^ a o_ N o N z r, i p 0' i. o' �' n
o U N S N o N N 1m Ln
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N o N 41- 1.� r*1 e I n to r` cv
3 3g ^ W 20 0 19 0 S- ( 107.16' 12.45' - 8 119.29' 145.71' ,°', h d O. 50 + E CT. O 739 L
O d o 24 J ,n x g ,nL � o o' �I 27,45' 92.81 z S 89'22'19' E g' - _� c / 61� / 2 > 9g0 �°�\S17?' �e� 6`TS5 4 J
J Ln / � C7 - 37.45' - 29L00' 0 29 Fj ; / 4"
15.1r °' ad,1 Z s6 54 - _ McCRAE TRAIL * s�9 118.21' �' 65.00' 53.20' 42• cs ,�, F
• �] \\ 135.19' a I 52.a5 244.44 `�0. >"'� 28 o i `D' r. N I V)
169.89' � /E - 67.54 p2 E 54' 327.45' -- Oir..� L3`, N 31 00 32 w
/h 3 C6 �'32 1$8
Ci 250.80' N 7 _ - �- - _ S_� g o
S 89'37'00" E 150.31' _ _ - - - - _ o �. o
' - N 89.29'15" E Q
j N 87'37'29" E 66, qP.%'' 119.g9 - 30' B.L. �` 00 o00
\ ��" 153.94' S4.93' 63.63' 129.51' Z 165.00' 1" LID C)
110.99' S6.18'z
79.5ai- - - LONESOME DOVE PARKLn �c. COR.
(6 (6 ^' 30' B.L. f
X 2 `n ^ ap (DEDICATED PUBLIC PARK) 511 7 5/8" 1.P.F.I
IM �� o 27 ON STONE N 89*58'33" W
w X
x x X
S. GRAVEL ROAD
: 3
1/2" I.P.F.
169.95' d 3 7.976 CSC.
89-37'00" E M N o - m LONESOME DOVE
M o 25 0 ' ,� �, O N CEMETERY X MICHAEL GOKEY, ET LIX
O O N t, M I VOL. 9872, PG. 1302
z p M EZI 26 N 0 O VOL. 234, PG. 50 + D.R.,T.CO.,TX.
0 v1 VOL. 273, PG. 76
1 `n CN 0 VOL. 9239, PG. 762 X 3/4" I.P.F.
Ln O D.R.,T.CO.,TX. ¢
cn CS X
LUD-PUBLIC\SEMI PUBLIC
134.27'
237.31'
1073.64'
1" I.P.F.
- - -
-
3 / / 1"�P.F.
x, 5' IT'Y EaSEI101y�Nx=
" tP.F. 5/8" LP.F.
4 -�� - --
5/8. LP.F. - 5L8"
- I
_LP.F. SJ8" TP.F -
- _ 7.5` I"
- x
PLANNING/ENGINEERING BY:
x 1 X
2 _'"'
`
N 89°22'19" W �20' U E.
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DRAINA�L 8
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X x _`-_-x
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x x
1615.23
UTILITY EASEMENT
FC. COR.
ENC 1 NEERS, 1 NC.
BLOCK 1
OWNERS
L.D. PARKER
�+
x --
ENGINEERS PLANNERS
EMERALD ESTATES
VOL, 388-165, PG. 48
OWNER
OWNER
RANDY PARKER
DEVELOPER:
�P
P.R.,T.CO.,TX.
GARY CANTRELL
MARY ARNOLD
MRS. L.D. PARKER
HAT CREEK DEVELOPMENT CO.
SF-1 A
CINDY ATKINSON
726 COMMERCE STREET SUITE 104
3/4" I.P.F.
SEMPCO, INC. su.KYNG-YAPPRC-PANNMIC-CON9LTANS LUD-Low DENSITY RES. 2319 HALL JOHNSON RD., ST. B 3404 SOUTHILL CIRCLE 2605 N. CARROLL AVE. 5501 GREENBRIER DR.
DALLASTEXAS 75209 SOUTHLAKE, TEXAS 76092
,
P.O. Box 1776 Fort Worth, Texas mm COLLEYVILLE, TEXAS 76034 AUSTIN, TEXAS 78759 SOUTHLAKE, TEXAS 76092 (817) 488-3313
(offices) 3208 South Main St. - ph.(817) 926-7876
Proiect No. 6107P
w
Z
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Cl-
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CD
L,-
0
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3/4" I.P.F.
X X X
1" I.P.F.
X X�
X
X
BURNEY
LANE
-.
<
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0
CARROLL
T�
N.S. i
EMERALD R.
LOCk7ION NkP
Original Sco/e 100
0 50 100 20C
GrOD " - -
GENERAL NOTES:
1. Minimum lot size = 12,350 s.f.
7.
Phase ! to begin May, 1994.
2. Front building setback = 30 feet.
Completion August, 1994.
3. Side yard = 10 feet.
8.
Phase II to begin January, 1995
4. Rear yard = 20 feet.
Completion April, 1995.
5. Minimum lot width = 95 feet.
9.
All existing structures will remain.
6. Minimum lot depth = 120 feet.
10,
Average lot size = 15,927 s.f.
LAND USE DATA
PHASE I
NO. DWELL.
NET RES.
GROSS
UNITS
DENSITY
ACREAGE
SINGLE
77
2.4 du/cc
31.1
FAMILY
PARK
1
N/A
8.0
DEDICATION
RESIDENTIAL
N/A
N/A
6.3
STREETS
TOTAL
PHASE I
78
1.7 du/0C
45.4
PHASE II
N0. DWELL.
NET RES.
GROSS
UNITS
DENSITY
ACREAGE
SINGLE
FAMILY
83
3.0 du/cc
27.5
!RESIDENTIAL
N/A
I N/A
6.7
STREETS
I
I
I TOTAL
PHASE II
(
I 83
i
2.4 du//Oc
I 34.2 i
f
TOTAL
NO. DWELL.
; NE- RES.
GROSS
! UNITS
I DENS Tv
ACREAGE
SINGLE
FAMILY
' 60
2.7 ol: ac
58.5
PARK
QED CAT101
!
I
N, A
R
8.0
I RESIDENTIAL'
N /A
3.
STREETS
R. 0. 'JY.
DEDICATION
, d a
I
A
1.9 du/ac
8
TOTAL
I
161
DEVELOPMENT PLAN
LONESOME DOVE
ESTATES
an addition to the city of
SOUTHLAKE
TARRANT COUNTY, TEXAS
IN THE N.E. THOMPSON SURVEY
A - 1563
82.4 ACRES
D
PRESENT ZONING SF-20.OA & AG 4
PROPOSED ZONING R-P.U.D. MAR 0 7 199
01 MARCH 1994