Item 4C - Plat RevisionS13°45'18"E 2.03
(SIGN EASEMENT BEARING
& DISTANCE)
558°45'18"E 14.14'
L=7.98', R=100.00'
A=004°34'26"
S I 1 °28'05"E-7.98'
(SIGN EASEMENT)
N76014'42"E
40.00'
TXDOT TYP II C.M.
5' ACCESS, DRAINAGE
�r
IGN
10' UTILITY EASEMENT
1 X ESMT
(BY THIS PLAT)
(BY THIS
L72
PLAT)
N13°45'18"W
S76°14'42"W
10.00'
39.68'
W
o
Lg�
PUBLIC
BLOCK 1
DRAINAGE ESMT
SIGN BLOCK I
(BY THIS PLAT)
L82 1,81
ESMT
L45 (BY THIS PLAT)
L80
(TO LOT LINE)
L42
L84
El
TYP II
1
BLOCK 3 IO'PA,D&
(TYPICAL
(BY THIS PLAT;
U 29'
UE
5' ACCESS, DRAINAGE
�r
10' UTILITY EASEMENT
a
\54
L44
21,643 S.F.
(BY THIS PLAT)
L72
C63
L78
'4
115.24'
L43
W
o
2X
4,149 S.F.
BLOCK 1
L79
SIGN BLOCK I
rFi�l 0000 E
U `� U
10
a
ESMT
L45 (BY THIS PLAT)
O O E
A=020°52'05"
L42
d'j PUBLIC DRAINAGE ESMT
U
29
L86,
a
(BY THIS PLAT
a
'67
L85
W
L88
C73
ACCESS EASEMENT EASEMENT
L69 C72
LOT
C74
Z
DRAINAGE
C65
(TO LOT LINE)
C71066 tido
C49
7X, BLOCK 1
\c56
tea\
L39
�
8X, BLOCK 1 1
1
1
BLOCK 3 IO'PA,D&
(TYPICAL
(BY THIS PLAT;
U 29'
UE
5' ACCESS, DRAINAGE
�r
1X
a
\54
& UTILITY EASEMENT
21,643 S.F.
C52 2
C
4X
C53
10, PA, D & UE
115.24'
(TYPICAL)
W
o
(BY THIS PLAT)
DETAIL "A"
NOT TO SCALE
/8" REBAR
/2" REBAR
NOT TO SCALE
5' ACCESS, DRAINAGE
rTl
1X
A=047°31'59°
& UTILITY EASEMENT
21,643 S.F.
S81 °48'13"E-44.33'
0
4X
176,093 S.F.
(ACCESS EASEMENT)
115.24'
5X
W
o
O
"o
4,149 S.F.
BLOCK 1
4p
FY
9' t0' UTILITY ESMT
rFi�l 0000 E
U `� U
��d
(BY THIS PLAT)
O O E
A=020°52'05"
A=017°55'49"
>d
m
3X
L=22.90', R=30.00'
a
,��, ��
Q A=043°43'42"
EMERGENCY 15 -FOOT UTILITY
W
.5.67039'53„E,"22.34'
ACCESS EASEMENT EASEMENT
20' PUBLIC
LOT
(BY THIS PLAT) TO CITY OF
Z
DRAINAGE
SOUTHLAKE
L=45.36', R=240.00'
LOT 3X SX
21.61' VOL. 12336, PG. 1671
A=010°49'47"
37.1 S89°31'44"E 228.11'
D.R.T.C.T.
N04°53'52"W-45.30'
LOT
DRAINAGE EASEMENT)
N89°31'44"W 212.27' LINE
20.00' ,/ I
NOTE: FLARED END OF
LOT I.
N73°06'44"E-90.74'
EMERGENCY ACCESS
_
- -
EASEMENT IS
00
U
ALSO ON LOT I 1
35' UTILITY ESMT
(BY THIS PLAT)
L=53.02', R=54.00'
L=28.78', R=30.00'
I
A=056°15'04"
BLOCK I
A=054°57'36"
S62°20'44"W-50.91'
I S62°59'28"W-27.69'
5X
11
I
BLOCK I
NOT TO SCALE
S00°33'36"E 46.14'
N45°00'00"E /°p61 �)o / L=53.38', R=200.00'
10' PA, D, & UE 107.89'A /.�6� I°0� / A=015°17'30"
(BY THIS PLATS gy,�3�>5 S67°38'45"W-53.22'
L=45.63', R=55.00'
5' ACCESS, DRAINAGE
H
w
1X
A=047°31'59°
& UTILITY EASEMENT
21,643 S.F.
S81 °48'13"E-44.33'
(BY THIS PLAT)
145°00'00"W (HATCHED AREA)
4X
176,093 S.F.
(ACCESS EASEMENT)
115.24'
5X
W
o
O
"o
4,149 S.F.
BLOCK 1
5,142 S.F.
3
L=89.23', R=245.00'
L=76.67', R=245.00'
TxDOT Right of Way bronze cap in concrete.
TxDOT Right of Way aluminum cap.
I,
A=020°52'05"
A=017°55'49"
m
S70°26'03"W-88.74'
N68°57'54"E-76.36'
,��, ��
0
CIO
W
�N (BYTHISPLAT)
L'81.3
O
20' PUBLIC
0
Z
DRAINAGE
0
5
N24°48' 13"W-21.31'
EASEMENT
v
PARK GROVE LOOP
(PUBLIC22
(BY THIS PLAT)
L=91.54', R=200.00'
S45°00'00"E
DRAINAGE EASEMENT)
A=026°13'28"
20.00' ,/ I
20,777 S.F.
N73°06'44"E-90.74'
/ 61
10.58'
9X BLOCK 1 LIO
22
00
U
S00°33'36"E 46.14'
N45°00'00"E /°p61 �)o / L=53.38', R=200.00'
10' PA, D, & UE 107.89'A /.�6� I°0� / A=015°17'30"
(BY THIS PLATS gy,�3�>5 S67°38'45"W-53.22'
L=45.63', R=55.00'
5' ACCESS, DRAINAGE
SQUARE
FEET
1X
A=047°31'59°
& UTILITY EASEMENT
21,643 S.F.
S81 °48'13"E-44.33'
(BY THIS PLAT)
145°00'00"W (HATCHED AREA)
4X
176,093 S.F.
(ACCESS EASEMENT)
115.24'
6X
3,081 S.F.
L=51.37', R=55.00'
4,149 S.F.
H
5,142 S.F.
A=053°31'08"
L=89.23', R=245.00'
TYPE II ®
,\TYPE III Q
TxDOT Right of Way bronze cap in concrete.
TxDOT Right of Way aluminum cap.
N31°16'40"W-49.53'
A=020°52'05"
w
(ACCESS EASEMENT)
S70°26'03"W-88.74'
(BY THIS PLAT)
,��, ��
L11
L
CIO
W
�N (BYTHISPLAT)
L'81.3
L=21.45', R=55.00'
�[,
v
0
A=022°20'28"
L=68.88', R=55.00'
0
5
N24°48' 13"W-21.31'
A=071 °45'06"kq
v
PARK GROVE LOOP
(PUBLIC22
N22°14'34"E-64.46'
DRAINAGE EASEMENT)
..
Q� 1 G.
M
20,777 S.F.
DRAINAGE EASEMENT)
(�
b 27 14'
10.58'
9X BLOCK 1 LIO
22
00
U
BLOCK 3 I
BLOCK I
0
DETAIL "C"
NOT TO SCALE
Scale: V = 100'
X -LOTS AREA CHART
X LOT #
SQUARE
FEET
1X
20,366 S.F.
2X
21,643 S.F.
3X
16,246 S.F.
4X
176,093 S.F.
5X
164,611 S.F.
6X
3,081 S.F.
7X
4,149 S.F.
8X
5,142 S.F.
9X
158,076
ENGINEER:
Adams Engineering
8951 Cypress Waters Blvd., Suite 150
200' Dallas, Texas
Contact: Dennis Lang, P.E.
Phone: 817.328.3200
Email: dennis.lang@adams-engineering.com
APPLICANT/DEVELOPER
Creekside Land Company, Ltd.
�T.dwg Terry Holmes, General Partner
225 E. State Highway 121, Suite 120
Coppell, TX 75019
Phone: 214.488.5200
Email: terry@holmesbuilders.com
SEE DETAIL "A"
/ STATE OF TEXAS
VOL. 10000, PG. 761
/AND VOL. 10925, PG. 6 \ D.R.T.C.T. AY M.1109
ATE HIGB v DTxR° w � BMnss
ST (vA'A 675.43'
RBBAR �
N76° 14'42"E 197.27''22 22$.12'
° 11�„ R �N43
,51"w
TxDGT TYP n N'19 09„E _ BRon2 CORNER
TXDOT P I C.M. 87.00' 35.5$' 2X
7025483.36' S� 00' SIGN I
:2369449.62' ESMT BLOCK 1
P.O.B. L27 L17 (BY THIS PLAT)
L16 PUBLIC
110 M LI C12 DRAINAGE ESMT 79009'22"w I 5' UTILITY EASE NT
U 0 (BY THIS PLA S
SIGN ESMT 2' CABINET A SLIDE 2174
0� X411
NCO /
C
SOT T� II B�Sg 112'
- -
10' UTILITY EASEMENT
CABINET A, SLIDE 2174
P.R.T.C.T.
0
(BY THIS PLAT) C, �� L 15 10'j .9 P.R.T.C.T. N� ���
L28 aU O C69 S53°29'27"W r° �@�� �o
/ 10' UTILITY E SE NT 1 X I ✓, O� $5.73' I
CABINET A, SLIDE 10709 BLOCK 3 C33 7X -"
P.R.T.C.T. I I I \ 20,548 S.F. LOT 1R
la PA, D & HE BROCK ADDITION
1 �O SX (TYPICAL) CABINET A, SLIDE 3899
S88°26'25"W �CJ �r�` �' �p (BY THIS PLAT) P.R.T.C.T.
15.00' DRAINAGE ESMT
sY THIS PLAT L26 �O U L18 13\ 6� W
I I 588°26'25"W 143.57 O \ 5'`N o
� O�� �� � 5 2 N �
5' UTILITY ASE
CABINET A, S IDE 10709 0 1 cJ .-y � � L20 2 ~ MO
R.T.c.T. p 16,267 S.F. In 10' UTILITY EASEMENT
O 19,422 S.F. ` n U L19 I CABINET A, SLIDE 3899
P.R.T.C.T.
S86°05'55"W 173.97'
3/4" REBAR
LOT 13R1O '
S88°26'25"W 202.76' (71 a 3 0 5' UTILITY EASEMENT
J.G. ALLEN No. 18 ADDITION I M `� 15,816 S.F. oc CABINET A, SLIDE 2174
INST.# D215280371 2 U C16 / I P.R.T.C.T.
O.P.R.T.C.T. op
oo� 20,666 S.F. L21
O° C UTILITY EASEMENT
I 06 S$6°05'55"W 188.53ABINET A, SLIDE 3899
' C
M , / 4 � P. R.T.C.T.
M in
DRAINAAGGEE EASEMENT S88 ABLE WIDTH °26'25"W 204.28' _ - a C 15,955 S.F. I LOT 3R
CABINET A, SLIDE 10709 I I 7 � - - N88019'39"E 534.40 - 1�" REEAR
P.R.T.C.T. 20 S83°20'14"W 199.25' 3/4"BOLT 73.91' BROCK ADDITION
20' 100.37 v2" REBAR 15939'
p 3 L=56.70' L=18.38' 100.37 CABINET A, SLIDE 3899
0 100.37 ON LINE AT 300.51'
Io 20,122 S.F. t0' PA, D & UE 1Y BP.R.T.C.T.
_ (TYPICAL) (BY TxisPLA•1) 1$1.87 L67 P rq°O 0O
(BY THIS PLAT)"
� N d. 5 -FOOT UTILITY EASEMENT
oho o VOL. 388-44, PG. 40
588°26'25"W 203.16' r 5 20'BL x 3 '" P.R.T.C.T.
26,259 S.F. (BY THIS PLAT) I� 6 N 7 8 3 9 10
Ip 4 �� �, v �"' 19,260 S.F. 20,030 S.F. 20,578 S.F. N 34,825 S.F.
0 0 0 ,245 S.F. N
22,062 S.F. c 0 M o �+ ^r'
F2, L=38.44' ~ I oM o NCO 1/2" REBAR
5/8" R
S00° 16'00"E 419.15'
Drafter: PL 2018-04-18
Revision: MM/PL 2018-05-02
Revision:
Revision:
FLOOD ZONE CLASSIFICATION
This property lies within ZONE(S) X (SHADED) and
ZONE X (NON -SHADED) and ZONE AE of the Flood
Insurance Rate Map for Tarrant County, Texas and
Incorporated Areas, map no. 48439C0090K, dated
2009/09/25, via scaled map location and graphic plotting
and/or the National Flood Hazard Layer (NFHL) Web Map
Service (WMS) at http://hazards.fema.gov.
LEGEND OF ABBREVIATIONS
US.SyFt.
United States Survey Feet
MONUMENTS / DATUMS / BEARING BASIS
Texas Coordinate System of 1983, North Central Zone
Monuments are found if not marked MNS or CRS.
CRS p
1/2" rebar stamped "JPH Land Surveying" set
MNS p
Mag nail & washer stamped UPH Land Surveying" set
TBM -Q�,
Site benchmark (see vicinity map for general location)
O
Vertex or common point (not a monument)
Volume/Page/Instrument Number
Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ
Point of Beginning/Point of Commencing
Elevations, if shown, are NAVD'88
Easement/Building Line
Bearings are based on grid north (TxCS,'83,NCZ)
TYPE 1 ®
TxDOT Right of Way tapered concrete monument.
TYPE II ®
,\TYPE III Q
TxDOT Right of Way bronze cap in concrete.
TxDOT Right of Way aluminum cap.
FLOOD ZONE CLASSIFICATION
This property lies within ZONE(S) X (SHADED) and
ZONE X (NON -SHADED) and ZONE AE of the Flood
Insurance Rate Map for Tarrant County, Texas and
Incorporated Areas, map no. 48439C0090K, dated
2009/09/25, via scaled map location and graphic plotting
and/or the National Flood Hazard Layer (NFHL) Web Map
Service (WMS) at http://hazards.fema.gov.
LEGEND OF ABBREVIATIONS
US.SyFt.
United States Survey Feet
TxCS,'83,NCZ
Texas Coordinate System of 1983, North Central Zone
NAVD'88
North American Vertical Datum of 1988
P.R.T.C.T.
Plat Records of Tarrant County, Texas
O.P.R.T.C.T.
Official Public Records of Tarrant County, Texas
D.R.T.C.T.
Deed Records of Tarrant County, Texas
VOL/PG/INST#
Volume/Page/Instrument Number
POB/POC
Point of Beginning/Point of Commencing
ESMT/BL
Easement/Building Line
PA,D,&UE
Pedestrian Access, Drainage & Utility Easement
EA,PA,D,&UE
Emergency Access, Pedestrian Access, Drainage
& Utility Easement
FFE
Finished Floor Elevation
1
1"IRON PIPE �
Al. / rn b- �' Z, �• L=75.59' - .� a 1 7.5' UTIIrTTY EASEMENT
q - 70.52' 83.57 0 6 I F 1 I�
��� 5�• q4' 0 I / w C49 0 O r VOL.VOL38 -150, PG. 49
O' p S88°26'25"W 161.09' 0 Orr w s o i° L=49.42" w jlt °oti . I �� LOT 4 �.I p� LOT 6 P.R.T.C.. j
/ O r W 1 12 11 �^� \ �6 S°~ > i I BROCK ADDITION � = i BROCK ADDITION 5' UTILITY EASEMENT
l l n VOL. 388-44, PG. 40
y N hq 15' PUBLIC DRAINAGE 18,180 S.F. 17,303 S.F. 4 !) 9 a VOL. 388-44, PG. 40 r' VOL. 388-44, PG. 40 P.R.T.C.T. 5
q EASEMENT 3 S °� \ /
I 6 ,-.: W U N q� (BY THIS PLAT L35 � PUBLIC DRAINAGE •91, CJ P.R.T.C.T. J P.R.T.C.T. 'y
c N O O ) =" EASEMENT q O I I ¢ EASEMENT FOR INGRESS AND EG SS O 15.00 ° 1 "`�,N�, ()
18,159 S.F. L63 ^� r TO ESMT)500 16 00 E
o O ti L30 CSQ o (BY THIS PLAT) 0 10 U t✓ CINDY A. WILKINS "ALONG AND ACROSS ( v' 1
BLOCK 3 '� (� L53 L62 o C56 a EXISTING ACCESS ROAD LOCATION" 20.30'
I C44 20,289 S.F. 'p 7 w a
C51 L56 `'• x x /(SEqEGE3NERALNODR.��C.T.�o "S89 3144 E
L64-cLL6sL66 1�� oS _,189.28'51.62' N 1 d ? Z 15-FOOTUTILITY EASEMENT
S88°26'25"W 150.69' L53 °O58°31'44"E 249.72' �4G TO CITY OF SOUTHLAKE 3" METAL 1
o L=13.73' 1 33.83' c S6� / 11 - 145.29' 104.43' LOT 2
VOL. 12336, PG. 1671 D.R.T.C.T. CORNERPO
o L=9.73' o a n 91 24.00' I cxs i
rl 17,041 S.F. L61 \ 9 W
N84°06'35"W Q6 C 4' 17,007 S.F. I ' "
I '] L=53.59' 15.04' � �
�I C57 O_ - 15' UTILITY EASEMENT
19,243 S.F. N84°06'35"W 85.45' / L=25.63' I � U ss' uT ITY Es T 1 iii w VOL. 388-150, PG. 49
163.41' L=28.87' J C55 0 C) O (BY s PLAT) e`� P.R.T.C.T. 1
DRAINAGE EASEMENT I I � 1$4°07' 19"W 34.90' 30 -FOOT RO ASEMENT
kn ('1'0 I,OT LINE) PUBLIC 'n � h L=20.70' � FOR ING SS AND EGRESS O E UTILITY
CABINET A, SLIDE 10709 U 11'32' DRAINAGE 587°53'47"W 157'$7' EASEMENT -PARKER'S CORNER -
P.R.TSLI 588°26'25"W 167.11' I w o ° 11 '� ARviy W. HANEY AND w BY THIS PLAT -
EASEMENTS ¢' 1$9 31'44"E I MARGARET JUNE RANEY - VOL. 388-150, PG. 49
CD 199.25' 23,990 S.F. I VOL. 5066, PG. 866 AND VOJ,.
L=41.09' M (BY THIS PLAT) 8 p, 35 -FOOT TEMPORARY P.R.T.C.T.
L=27.15' 2 o N 4X ° 33.68' 15,294 S.F 20 z0' MINIMUM FFE= 634.5 I 50' 6, PG. a7z D.R.T.c.T. CONSTRUCTION EASEMEN
15' PRIVATE oc ° BLOCK 2 N07 02'24"W ( ANDONED BY THIS P AT -
d 589°31'44"E 202.41' To CITY of SOUTHLAKE
DRAINAGE EASEMENT 16,674 S.F. � 141.96' ZONE X ¢ S E GENERAL NOTE 10) VOL. 12336, PG. 1671 I LOT 1
C UTILITY EASEMENT O (BY THIS PLAT) 7v L=10.69' w / D.R.T.C.T. I
//CABINET A, SLIDE 10709 Q vi 120.87' (SHADED) Z
15' PUBLIC DRAINAGE 10' PRIV TE O - ZONE X
�P.R.T.C.T. I 8 o , 171.93' EASEMENT `N ZONE AE J (UN -SHADED)
--1•F2+'-REBAR-WLS-36r N 18,172 S.F. a 5$4 07 19"W (BY THIS PLAT) �� o, 0 12 DRAINAGE ESMT I �^
ON LINE AT 470.24' N �• (HATCHED AREA IS PRIVATE) o .a p (BY THIS PL T) SX ---J ! j
1-34 (1I 24,532 S.F. o o
S88°26'25"W 162.47' N 3 ^ i MINIMUM FFE= 634.0' o BLOCK 1
N53°18'06"W S07°02'24"E F N N
-20' BUILDING LINE & W 21.85' 20' 20' 17,$19 S.F. a 20' PRIVATE N °8 ¢ \ °p PRI A E (OPEN SPA�ID DP4JZTAGE EASEMENT)
UTILITY EASEMENT U .�' 20.76' $7.73 Q BLOCK I
CABINET A, SLIDE 12460 I Z \ DRAINAGE L96 E L90 - Cn D AGE pES�M/T
P.R.T.C.T. L=79.26' _ 5, s EASEMENT PRIVATE L93 ¢ y o 1 / "
F. I 589 31'44"E 206.47 (BY xts PL FLOODPLAIN TLoc� D F 100 -YE
O H 9 � '2 (BY THIS PLAT) y1 �S w PER FEMA SHAPEFILE
o - 16,358 S.F. D�4 F C36 `@ DRAINAGE ESMT b S N,
I A 1 0%11 -4 L32 (BY THIS PLAT) v �I 13 l - OOT ROAD EASEMENT FOR INGRESS AND EGRESS TO
I Z p 551 4 Z 912 L76 L95 N 27,869 S.F. L91 `. A L W. HANEY AND WIFE, MARGARET JUNE HANEY
10' UTILITY EASEMENT 20,891 S.F. a' L31 L94 N Q O .5066, PG. 866 AND VOL. 5066, PG. 872 D.R.T.C.T. �
CABINET A, SLIDE ENT L=4.91' C�� 20' PUBLIC C75 F�j O n MINIMUM FFE= 633.5 M ` (AB ONED BY THIS PLAT - SEE GENERAL NOTkl(1
P.R.T.C.T.� S88°26'25"W 171.52' �6 10' PA, D & HE DRAINAGE L100 I o APPROXIMATE LIMITS OFIlu
TYPICAL) 0 20' PUBLIC ESMT ZONE X p FEMA FLOODWAY / Gti
I W C29 (BY THIS PLAT) b N DRAINAGE 7 (BY THIS L=33.73 (UN -SHADED) �" 129°40,18"W / / .c��,Pti�•i-'�'
10' PA, D, & UE cc N d N 5 n EASEMENT o 23,266 S.F. 41.30' gS• PS
10 ( ) 18,823 S.F. PLAT) L99 C76 �\ L=12.12' / / �
LOT 4R2, BLOCK 1 I o TYPICAL N ^ N (BY THIS PLAT) oo L98 4) C18
17,793 S.F. (BY THIS PLAT) U a 3
WATERMERE AT po L 37.53 6 LI 60, �� a5 � C4 /
SOUTHLAKE ADDITION I C27 C41 13 n 2 �� �B /
J 09, 0C 20,468 S.F. 3 � L77 L=229.32' / 2a PUBLIC
INST.# D212033579 S88°26'25"W 170.76'
�� y51 C) Gin L DRAINAGE90.69' / AENTS
00
O.P.R.T.C.T. ` 63 ot / C21 C'11 L=103.54' (BY THIS PLAT)
D PRIVATE I 6X M �4'� ° I L33 / 23.16' 9 8.77 - L13 �\ �.0
- _- DRAINAGE EASEMENT
(BY THIS] lAT) 9, CA LOCK U L'69.94, L=10.00' L=5.02' 87.74' G� L, OCK j L14 55.'
J o L2 L73 _ / L=2.20 78.86, w \
10'UTILITYEASEMENT 40'EApAD 1-=123.39' LOWER p L23
CABINET A,s PR.TCT I 25,276 S.F. 'PUBLICc �y c23 -C22 (BYTHisPLA �E C7 PARK GRO LOOP L8 L=6634' �tititi L=22.24 C2o BROOK
I DRAINAGE EASEMENT 2-S• ° L OURT �� c� O
°
By THIS
12 C24 N71 03'33' W �L,IOI 86r 9X, BLOCK 1 N C1933' �L\9 _ \ a
S45° 19'35"W 26,273 S.F. o L=76.73' 59.34' 10' PA, D, & UE o 6.93
cq M cV N TYPICAL rn
251.89' r n L=32.98' � 28.40' L=46.20' (TYPICAL) 19 O ��\\ ✓ /
I / 10' t` p 16 (BY THIS PLAT) '..
S39°15'30"E 13 °° 14 z5' 17 �, 21,663 S.F. 20 `' 21 ° 22 `�
l0' UTILITY EASEMENT 10' 3 °° 15,652 S.F. 00 15,716 S.F. ~ 18 ° �"
CABINET A, SLIDE 12460` I 24.07' '•+ O O
�sll 17,309 S.F. 18,295 S.F. 19 79 S.F. 16,987 S.F.
15' PUBLIC _ o 24,493 S.F.
P. R.T.c.T. N89°29'19"W r, S00°46'03"W 17,917 S.F. M M
v� Mo O 20' PRIVATE \ ` WATERLINE c 20' PRIVATE `D O MINIMUM FFE= 632'5'
55.79 a DRAINAGE 14$.57' AND PEDESTRIAN
n 7 BLOCK 3° ESMT m N45°46'03"E ACCESS ESMT 0 DRAINAGE °o o 0 j
N89°45'36"W 27.48' o o BY THIS PLAT oo ESMT o 27.68' o o za PRIVATE 1 l\
(BY THIS PLAT)
-158.79' �-Con
ar ( ) 35.47 (HATCHED AREA) v� (BY THIS PLAT) 31 59'� 28.73' �' o(BY THIS PLATRAINAGE )
13.67 131.27' 79.15' 100.00' 100.00' � 94235 105 00' 100 00' 88 00' 35.98'
.QJ
S88°26'25"W 229.01'
C30
1.36'
27.14'
BLOCK 1
L=3.84'
(ON LINE AT 5 . )
"'
o
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r_,
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00
30'FRONT BL
JI (TYPIC
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- 10' PA,
G
PRIVATE
15' PRIVATE DRAINAGE
EASEMENT
TYPICAL LOT DETAIL
1.36' C38
L-
-100'18'
o L 42.29
oy 10' UTILITY ESMT
Q
II��-- III a
(BY THIS PLAT)
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L11
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SEE DETAIL "B"
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SQ
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(�
b 27 14'
10.58'
9X BLOCK 1 LIO
(BY THIS PLAT)
00
U
(� ZONE v�^o
(SHADED) �4;
f 7.5' UTILITY EASEMENT
VOL. 388-150, PG. 49
P.R.T.C.T.
SEE DETAIL "C"
FOR DIMENSIONS
OF EASEMENTS
o N
M
O
0
1/2 REBAR 100.00 108.02
c. . N89045'36"W 158.75' N89°13'57"W 373.50' Noo°46'03°E ls.00' - N89040'15"W 362.93'c, sw N89°21'13"W 236.75' N89 06'48"W 174.01' 1/2" REBAR
N89029'19" � I ����jjj 5' UTILITY EASEMENT 5/8" REB �} �;p,
CABINET A, SLIDE 8033 (ONLINE) LOT �5 ys� 0� N: 024006.36' FJ
84.85' P.R.T.C.T. Mo 10.65' (LOT)4`0�3"MET SPA E: 2370880.13'
10' UTILITY EASEMENT LOT 5 ao BLOCK 3 '4
�i w LOT 1 SIENA, PHASE ONE CORNERPOS �s
CABINET A, SLIDE 12460 BLOCK 2 LOT 6 Q I h�q; ON LINE AT 31.59' J� G,� G•^
P.R.T.C.T. I SIENA, PHASE ONE I O'UTILITY EASEMENT �? - CABINET A, �• ti �w 41
5' UTILITY EASEMENT
LOT 4R2, BLOCK 1 10' UTILTTY EASEMENT CABINET A, SLIDE 8033 CABINET A, SLIDE 8033 SLIDE 8033
IO' UTI ITY E SE CABINET A, SLIDE 8033 .y:
WATERMEREAT P.R.T.C.T. 10'UTILTTYEASEMENT P.R.T.C.T. P.R.T.C.T.
O
SOUTHLAKE ADDITION P.R.T.C.T. I I P.R.T.C.T. F wGo�oG �G�2
CABINET A, SLIDE 8033 `�' Q �j �•
INST.# D212033579 LOT 1, BLOCK 1 �� P.R.T.c.T. LOT 3 GO�w�� 4�• G ��yti�q� ��'
O.P.R.T.C.T. UNION CHURCH ESTATES I
10' UTILITY EASEMEN Q • S
CABINET A, SLIDE 12460 INST.# D215192748 Y UTILITY EASEMENT U y y O•
P.R.T.C.T. O.P.R.T.C.T. I CABINET A, SLIDE 8033 Z PORTOFINO PLACE" -
�5' UTILITY EASEMENT P.R.T.C.T. l CABINET A, SLIDE 8033, P.R.T.C.T., (50'R )
INST.# D215192748
OWNER:
P.R.T.C.T.
10' UTILITY EASEMENT
LOT 4 /
Creekside Land Company, Ltd. CABINET A, s PIR. c T
Terry Holmes, General Partner LOT 7 LOT 6
225 E. State Highway 121, Suite 120 BLOCK 4 BLOCK 2 I LOT 4
SIENA, PHASE ONE SIENA, PHASE ONE
Coppell, TX 75019 CABINET A, SLIDE 8033 CABINET A, SLIDE 8033
Phone: 214.488.5200 P.R.T.C.T. P.R.T.C.T.
Email: terry@holmesbuilders.com
A OXIMATE LIMITS OF
FEM �FLOODWAY
RECE G WATER
BIG BEA CREEK
SEGMEN'A,# 8410
�l
i
/
/
20' REAR BL
UU
LOTI1LOT 2 F LOT 3
w�
Q�w
��
00
00
30'FRONT BL
JI (TYPIC
TYPICAL) L)
- 10' PA,
D, & HE -
PRIVATE
40' EA, PA, D, & HE
ROAD 9X, BLOCK 1
TYPICAL LOT DETAIL
(UNLESS OTHERWISE SHOWN)
NOT TO SCALE
NOTE:
COMPLIANCE WITH THE PROVISION OF THE CITY'S STORM DRAINAGE POLICY
DOES NOT RELIEVE A PERSON OF THE RESPONSIBILITY OF COMPLYING WITH ALL
OTHER APPLICABLE LAWS, INCLUDING, BUT NOT LIMITED TO, SECTION 11.086,
TEXAS WATER CODE.
APPROVED BY THE CITY OF SOUTHLAKE
Date:
Chairman:
P&Z Secretary:
APPROVED BY THE CITY COUNCIL
Date:
Mayor:
City Secretary:
VICINITY MAP
NOT TO SCALE
Filed as Instrument #:
PLAT REVISION
STONY BROOK
34.730 ACRES
SITUATED IN THE
JESSE G. ALLEN SURVEY
ABSTRACT NO. 18
CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
PLAT PREPARED: MARCH 28, 2018
47 RESIDENTIAL LOTS
9 OPEN SPACE LOTS
, Date:
SHEET I OF 2
ZA18-0043
STATE OF TEXAS §
THENCE NORTH 89 degrees 40 minutes 15 seconds WEST, with the common south line
GENERAL NOTES:
Distancc
of Lot 5 and the north line of said Siena, Phase One, at a distance of 31.59 feet
S13045'18"E
53.78'
L2
passing a 3 -inch metal corner post found in place at the common southwest corner
1.
This survey was performed with the benefit of two title commitments: first title commitment provided
COUNTY OF TARRANT §
of said Lot 5 and the southeast corner of the aforementioned Tract II, and
L4
by Fidelity National Title Insurance Company GF# 17-05684-051, effective July 16, 2017, and issued
37.69'
continuing with the common south line of said Tract II and the north line of said
S11°33'36"E
July 21, 2017 for Bagwell Tract and second title commitment provided by Old Republic National Title
L6
Siena, Phase One, in all, a total distance of 362.93 feet to a 1/2 -inch capped rebar
104.81'
Insurance Company GF# 17-05685-051, effective July 16, 2017, and issued July 21, 2017 for Haney
WHEREAS, Creekside Land Company, Ltd., a Texas limited partnership is the owner of that
stamped JPH Land Surveying set at the common southwest corner of said Tract
L8
Tract. Complete copies of the record description of the property, any record easements benefiting the
certain tract situated in the Jesse G. Allen Survey, Abstract Number 18, City of Southlake,
II and the southeast corner of the aforementioned Tract VI, said rebar being at an
NO2°24'29"E
property, the record easements or servitudes and covenants affecting the property ("Record
Tarrant County, Texas by virtue of deeds recorded in Instrument Number D218128694 and
angle point in the north line of said Siena, Phase One;
154.09'
Documents"), documents of record referred to in the Record Documents, and any other documents
D218208378 both in the Official Public Records of Tarrant County, Texas, and being all
27.14'
L12
containing desired appropriate information affecting the property being surveyed and to which the
of "Tract II", all of "Tract III", all of "Tract IV", all of "Tract V", and all of "Tract VI" as
THENCE NORTH 89 degrees 13 minutes 57 seconds WEST, with the common south line
N90°00'00"E
survey shall make reference were not provided to this surveyor for notation on the survey except for
previously described to Sandra Lynn Bagwell, Trustee of the Glenda Weisman Trust by
of said Tract VI and continuing with the north line of said Siena, Phase One, a
23.73'
those items listed within Schedule B of said commitment. Therefore, easements, agreements, or
document recorded in Instrument Number D215145300 of the Official Public Records of
distance of 373.50 feet to a 5/8 -inch rebar found at the common northwest corner
L16
other documents, either recorded, or unrecorded may exist that affect the subject property that are not
Tarrant County, Texas and being all of Lot 5, of Brock Addition, an addition to the Town of
of said Siena, Phase One and the northeast corner of Lot 1, Block 1, Union
N31°27'05"E
shown on this survey.
Southlake as recorded in Volume 388-44, Page 40, Plat Records of Tarrant County, Texas, said
Church Estates, an addition to the City of Southlake, Tarrant County, Texas as
2�
The owners of all corner lots shall maintain sight triangles in accordance with the City Subdivision
Lot 5 as previously described to Arvel W. Haney and wife, Margaret June Haney by documents
recorded in Instrument Number D215192748 of the Official Public Records of
C10
Ordinance.
recorded in Volume 5066, Page 866 and Volume 5066, Page 872 both in the Deed Records of
Tarrant County, Texas;
N82°50'33"W
146.39'
Tarrant County, Texas, the subject tract being more particularly described as follows:
THENCE NORTH 89 degrees 45 minutes 36 seconds WEST, continuing with the common
3.
This plat does not alter or remove existing restrictions or covenants, if any, on the property.
Beginning at a Texas Department of Transportation (TxDOT) Type II monument found at
south line of said Tract VI and with the north line of said Lot 1, a distance of
4.
Selling any portion of this addition by metes and bounds is a violation of state law and city ordinance
the common northwest corner of said Tract VI and the northeast corner of Lot
158.75 feet to a 1/2 -inch rebar found at the common northwest corner of said Lot
N28°01'05"W
and is subject to fines and withholding of utilities and building permits.
13R1 J. G. Allen No. 18 Addition, an addition to the City of Southlake, Tarrant
1 and the easternmost northeast corner of Lot 4R2, Block 1, Watermere at
5.
The City of Southlake reserves the right to require minimum finish floor elevations on any lot
County, Texas as recorded in Instrument Number D215280371 of the Official
Southlake Addition, an addition to the City of Southlake, Tarrant County, Texas
C15
contained within this addition. The minimum elevations shown are based on the most current
Public Records of Tarrant County, Texas, said monument being in the south
as recorded in Instrument Number D212033579 of the Official Public Records of
NOVIV19"E
information available at the time the plat is filed and may be subject to change. Additional lots, other
right-of-way line of State Highway FM 1709 (a variable width right-of-way);
Tarrant County, Texas;
500.00'
than those shown, may also be subject to minimum finish floor criteria.
THENCE NORTH 76 degrees 14 minutes 42 seconds EAST, with the common north line of
THENCE NORTH 89 degrees 29 minutes 19 seconds WEST, continuing with the common
6.
The City of Southlake shall NOT be liable for any claims, damages, or losses which may occur on
said Tract VI and said south right-of-way line, a distance of 197.27 feet to a
south line of said Tract VI and with a north line of said Lot 4R2, a distance of
S29°21'43"E
account of flooding or inundation of any such lots so reclaimed, and the owner and subsequent owners
Texas Department of Transportation Type II monument found for an angle point
p p yp g p
84.85 feet to a 1/2 -inch rebar found at the common southwest corner of said Tract
40.00'
of any such lots agree to release the City from any and all such claims, damages, and losses.
in said common line;
VI and an inner ell corner of said Lot 4R2;
C19
29.08'
40.00'
041°39'14"
7.
Compliance with the provisions of the City's Storm Drainage Policy does not relieve a person of the
THENCE NORTH 79 degrees 09 minutes 22 seconds EAST, continuing with the common
THENCE NORTH 01 degrees 33 minutes 35 seconds WEST with the common west line of
g
40.00'
responsibility of complying with all other applicable laws, including, but not limited to, Section
north line of said Tract VI, joining the north line of Tract V, and continuing with
said Tract VI and with an east line of said Lot 4R2, at a distance of 470.24 feet
11.086 Texas Water Code.
'
said south right-of-way line, a distance of 228.12 feet to a 5/8 -inch rebar found
passing a 1/2 -inch rebar stamped "RPLS 3688" found for the common northeast
for the common northeast corner of Tract V and the northwest corner of Lot 1R,
corner of said Lot 4R2 and the southeast corner of the aforementioned Lot 13R1
8.
The site benchmark is a mag nail with a washer stamped "JPH LAND SURVEYING" set in concrete
Brock Addition, an addition to the City of Southlake, Tarrant County, Texas as
and continuing with the common west line of Tract VI and the east line of Lot
curb located approximately 715 feet southwesterly of the intersection West Southlake Boulevard and
recorded in Cabinet A, Slide 3899, of the Plat Records of Tarrant County, Texas,
13R1 in all, a total distance of 1463.66 feet to the POINT OF BEGINNING and
Brock Drive and approximately 55 feet south of the center line of West Southlake Boulevard.
from which a 1/2 -inch rebar found bears NORTH 43 degrees 49 minutes 51
enclosing 1,512,845 square feet or 34.730 acres of land area.
Benchmark Elevation = 675.43' (NAVD'88). See vicinity map for general location.
seconds WEST, a distance of 0.08 feet;
9.
All "X" lots (1X, 2X, 3X thru 9X) are OPEN SPACE LOTS and no building permits for residential
THENCE SOUTH 03 degrees 54 minutes 05 seconds EAST, along the common east line of
structures will be issued by the City of Southlake.
said Tract V and the west line of said Lot 1R, a distance of 490.13 feet to a
NOW THEREFOREKNOW ALL MEN BY THESE PRESENTS:
,
10.
The entire 30 -foot Road Easement created in Volume 5066, Page 866 and Volume 5066, Page 872 in
3/4 -inch bolt found for the common southeast corner of said Tract V, the
the Deed Records of Tarrant County, Texas is hereby vacated and abandoned by this plat. The
southwest corner of said Lot 1R, the west corner of aforementioned Tract III, the
Easement for Ingress and Egress created in Volume 14351, Page 112 in the Deed Records of Tarrant
northwest corner of aforementioned Tract 11, and the northeast corner of
THAT, Creekside Land Company, Ltd., being the owner do hereby adopt this plat designating
County, Texas which utilized the road located in the now abandoned easement in Volume 5066, Page
aforementioned Tract IV;
the herein described property as Stony Brook, an addition to the City of Southlake, Tarrant
866 and Volume 5066, Page 872 will now utilize the 24 -foot Access Easement created by this plat as a
THENCE NORTH 88 degrees 19 minutes 39 seconds EAST, with the common north line of
County, Texas and do hereby dedicate to the public use forever the rights of way and
non-exclusive means of continuing access to Brock Drive. No access to Lot 9X (Park Grove Loop) is
said Tract III, the north line of Tract 11, and the south line of said Lot 1R, at a
easements shown hereon.
permitted by the Grantee of the easement in said Volume 14351, Page 112.
distance of 300.51 feet passing a 1/2 -inch rebar found and continuing in all, a
11.
No grading, landscaping, and improvements may be located in the private drainage easement that may
total distance of 534.40 feet to 1/2 -inch rebar found at the common southernmost
impede the drainage runoff within the drainage easement.
southeast corner of said Lot 1R and the northeast corner of said Tract II said
This plat does not alter or remove existing deed restrictions or covenants, if any.
rebar beingin the west line of Lot 3R of said Brock Addition recorded in Cabinet
There are no liens against this property.
12.
The Homeowner's Association shall be responsible for all private drainage easements, open space
A, Slide 3899;
areas, and pedestrian access easements.
THENCE SOUTH 00 degrees 16 minutes 00 seconds EAST, with the common east line of
said Tract II and the west line of Lot 3R, at a distance of 152.69 feet passing a
1/2 -inch rebar found at the common southwest corner of said Lot 3R and the
northwest corner of Lot 4, Brock Addition, an addition to the Town of Southlake,
Tarrant County, Texas as recorded in Volume 388-44, Page 40, of the Plat
Records of Tarrant County, Texas, and continuing with the common east line of
said Tract II and the west line of said Lot 4, in all a total distance of 419.15 feet to
a 5/8 -inch capped rebar stamped "WWWard RPLS2014" found at the common
southwest corner of Lot 4 of said Brock Addition and the northwest corner of
aforementioned Lot 5;
THENCE SOUTH 89 degrees 31 minutes 44 seconds EAST, with the common north line of
said Lot 5 and the south line of said Lot 4 and joining the south right-of-way line
of Brock Drive (a 60 -foot right-of-way), a distance of 249.72 feet to 1/2 -inch
capped rebar stamped "JPH Land Surveying" set at the common southeast corner
of said Brock Drive right-of-way and the northernmost northeast corner of said
Lot 5, said rebar also being in the west line of Lot 6 of said Brock Addition;
THENCE SOUTH 00 degrees 16 minutes 00 seconds EAST, along a common east line of
said Lot 5 and said west line of Lot 6, a distance of 20.30 feet to a 1/2 -inch
capped rebar stamped "JPH Land Surveying" set for an inner ell corner of said
Lot 5 and the southwest corner of said Lot 6;
THENCE SOUTH 89 degrees 31 minutes 44 seconds EAST, with the common north line of
said Lot 5 and the south line of said Lot 6, a distance of 189.28 feet to a 3 -inch
metal corner post found in place at the common northeast corner of said Lot 5 and
the southeast corner of said Lot 6, said post being in the west line of Parker's
Corner, an addition to the City of Southlake as recorded in Volume 388-150, Page
49 of the Plat Records of Tarrant County, Texas;
THENCE SOUTH 00 degrees 33 minutes 36 seconds EAST, along the common east line of
said Lot 5 and the west line of said Parker's Corner and joining the west line of
that certain tract of land described to Gregory G. Kuelbs by document recorded in
Instrument Number D208092322 Official Public Records of Tarrant County,
Texas, a distance of 650.40 feet to a 1/2 -inch rebar found at the common
southeast corner of said Lot 5 and the southwest corner of said Kuelbs tract, said
rebar also being in the north line of that certain tract of land described to CT Plus
4, L.L.C. by document recorded in Instrument Number D215235233 of the
Official Public Records of Tarrant County, Texas;
THENCE NORTH 89 degrees 06 minutes 48 seconds WEST, with the common south line
of Lot 5 and the north line of said CT Plus 4 tract, a distance of 174.01 feet to a
1/2 -inch rebar found at the common northwest corner of said CT Plus 4 tract and
the northeast corner of that certain tract of land described to C&T Lawns, L.L.C.
by document recorded in Instrument Number D209073335 of the Official Public
Records of Tarrant County, Texas;
THENCE NORTH 89 degrees 21 minutes 13 seconds WEST, with the common south line
of Lot 5 and the north line of said C&T Lawns tract, a distance of 236.75 feet to
a 5/8 -inch capped rebar stamped "PBS&J INC" found at the common northwest
corner of said C&T Lawns tract and the northeast corner of Siena, Phase One, an
addition to the City of Southlake as recorded in Cabinet A, Slide 8033, of the Plat
Records of Tarrant County, Texas;
Witness under my hand at Tarrant County, Texas, this
2019.
Terry Holmes, General Partner
Creekside Land Company, Ltd.
STATE OF TEXAS §
COUNTY OF TARRANT §
day of
DATE
Before me, the undersigned notary public for the State of Texas, on this day personally
appeared Terry Holmes, General Partner of Creekside Land Company, Ltd., known to me by
the presentation of a Texas Driver's License, to be the person whose name is subscribed to the
foregoing instrument and who acknowledged to me that she executed the same for the
purposes and considerations expressed therein.
Given under my hand and seal of office this
Notary Public, State of Texas
day of 12019.
Line Data Table
Line #
Bearing
Distancc
LI
S13045'18"E
53.78'
L2
S17°47'00"E
114.81'
L3
S03°39'29"W
101.32'
L4
S44°10'10"W
37.69'
L5
S11°33'36"E
53.02'
L6
S01°21'24"W
104.81'
1-7
S71°03'33"E
100.57'
L8
N90°00'00"E
87.74'
L9
NO2°24'29"E
292.32'
L10
N88°50'40"W
154.09'
L11
N76°50'25"W
27.14'
L12
S61°07'55"E
88.48'
L13
N90°00'00"E
53.66'
L14
S0010010011E
23.73'
L15
N42°16'53"W
16.51'
L16
N13045'18"W
21.12'
L17
N31°27'05"E
14.09'
L18
N01036'18"E
10.26'
SURVEYOR'S CERTIFICATION: jewel@jphls.com
THIS is to certify that I, Jewel Chadd, a Registered Professional Land Surveyor of the State of Texas, Date of Survey: TBD
having platted the above subdivision from a actual survey on the ground; and that all lot comers, and angle
points, and points of curve shall be properly marked on the ground, and that this plat correctly represents
that survey made by me or under my direction and supervision.
PRELIMINARY: THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND
SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT.
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON APRIL 18, 2018.
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON MAY 02, 2018.
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON JUNE 12, 2018.
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON SEPTEMBER 17, 2018.
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON SEPTEMBER 20, 2018.
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON SEPTEMBER 24, 2018.
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON OCTOBER 22, 2018.
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON JANUARY 03, 2019
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON AUGUST 14, 2019
RELEASED FOR REVIEW TO CITY OF SOUTHLAKE ON NOVEMBER 19, 2019
Jewel Chadd
Registered Professional
Land Surveyor No. 5754
Line Data Table
Line #
Bearing
Distance
L19
N06°44'20"E
23.48'
L20
NO1°36'18"E
3.43'
L21
NO3°39'29"E
19.28'
L22
N06°44'20"E
42.06'
L25
N33°43'01"W
70.18'
L26
N33°43'01"W
17.22'
L27
N13°45'18"W
2.03'
L28
N58°45'18"W
14.14'
L29
N07°01'40"E
35.33'
L30
S88°43'40"W
80.11'
L31
S88051'00"W
98.70'
L32
S88°51'00"W
2.56'
L33
N08°13'02"W
52.14'
L34
S81°25'00"E
82.01'
L35
S12°00'37"E
83.18'
L39
S66°55'19"W
36.49'
L40
NO1°36'18"E
13.68'
L41
S33°43'01"E
78.93'
Line Data Table
Line #
Bearing
Distance
L42
S76014'42"W
8.07'
L43
N13°45'18"W
10.00'
L44
N76° 14'42"E
8.33'
L45
S79°09'22"W
31.42'
L51
S70°47'50"W
51.31'
L52
N09°59'06"W
73.02'
L61
N84°06'35"W
15.02'
L62
NO2°41'16"E
15.02'
L63
S84°06'35"E
15.02'
L64
NO2°41'16"E
15.02'
L65
N20°39'40"E
15.05'
L66
S20°39'40"W
15.07'
L68
S 13°45' 18"E
23.62'
L69
S42°16'53"E
7.78'
L70
S66°55'19"W
20.78'
L71
N07°01'40"E
35.33'
L72
N13°45'18"W
4.53'
Curve Data Table
Curve #
Arc
Radius
Delta
Chord Bearing
Chord
Cl
70.31'
1000.00'
004°01'42"
S15°46'09"E
70.29'
C2
112.27'
300.00'
021°26'29"
S07°03'46"E
111.61'
C3
252.89'
180.00'
080°29'54"
S36°35'28"E
232.60'
C4
243.16'
250.00'
055°43'45"
S16°18'17"W
233.69'
C5
90.17'
400.00'
012°54'59"
S05°06'06"E
89.98'
C6
252.78'
200.00'
072°24'57"
S34°51'04"E
236.29'
C7
204.96'
620.00'
018°56'27"
S80°31'46"E
204.03'
C8
259.89'
170.00'
087°35'31"
N46°12'14"E
235.31'
C9
350.38'
220.00'
091°15'09"
N43°13'06"W
314.51'
C10
146.66'
700.00'
012°00'15"
N82°50'33"W
146.39'
C11
100.77'
200.00'
028°52'05"
S75°33'58"E
99.71'
C12
47.55'
95.50'
028°31'34"
N28°01'05"W
47.06'
C14
98.82'
180.00'
031°27'17"
N14°07'21"W
97.58'
C15
44.80'
500.00'
005008'03"
NOVIV19"E
44.79'
C16
26.89'
500.00'
003°04'52"
N05'1 1'55"E
26.88'
C17
44.36'
40.00'
063°32'24"
S29°21'43"E
42.12'
C18
19.68'
40.00'
028°11'43"
N75°54'08"E
19.49'
C19
29.08'
40.00'
041°39'14"
N41°43'46"W
28.44'
C20
13.74'
40.00'
019°41'15"
N72°24'00"W
13.68'
Curve Data Table
Curve #
Arc
Radius
Delta
Chord Bearing
Chord
C40
109.18'
39.50'
158°21'58"
N54°08'18"W
77.60'
C41
27.07'
14.50'
106°56'45"
N78°31'03"E
23.30'
C42
46.10'
215.50'
012°15'28"
SW08'18"E
46.02'
C43
107.61'
80.00'
077°04'11"
N45°34'30"W
99.68'
C44
125.84'
100.00'
072°05'58"
S48°03'36"E
117.70'
C45
77.90'
115.00'
038048'49"
S64042'11"E
76.42'
C46
87.43'
65.00'
077°04'11"
S45°34'30"E
80.99'
C49
15.92'
730.00'
001014'57"
N82028'38"W
15.92'
C50
47.43'
115.00'
023°37'52"
S23°49'33"E
47.10'
C51
15.07'
220.00'
003°55'25"
S06°29'32"E
15.06'
C54
15.02'
95.00'
009°03'26"
S30°36'27"E
15.00'
C55
15.02'
80.00'
010°45'38"
N30°46'29"W
15.00'
C56
15.02'
95.00'
009°03'23"
S68°53'47"E
15.00'
C57
15.02'
80.00'
010°45'33"
N68°48'46"W
15.00'
C63
23.56'
7.50'
180°00'00"
N76°14'42"E
15.00'
C64
58.75'
118.00'
028°31'34"
S28°01'05"E
58.14'
C65
38.12'
20.00'
109°12'12"
S12°19'13"W
32.61'
C66
39.22'
20.00'
112°21'24"
N56°53'59"W
33.23'
C67
12.24'
90.50'
007°44'57"
NO3°09'11"E
12.23'
Line Data Table
Line #
Bearing
Distance
L73
N90°00'00"W
4.98'
L74
N61°42'56"E
75.03'
L75
S41°14'22"E
20.52'
L76
S61°42'56"W
68.08'
L77
SOI°42'56"W
172.45'
L78
N79°09'22"E
31.67'
L79
S10°50'38"E
10.00'
L80
S33°43'01"E
10.93'
L81
N73034'17"E
54.97'
L82
S16°25'43"E
15.00'
L83
S73°34'17"W
55.95'
L84
N88°26'25"E
131.75'
L85
S42°16'53"E
11.37'
L86
S46°40'45"W
37.25'
L87
MY19'15"W
15.00'
L88
N46°40'45"E
37.56'
L89
S53°29'27"W
85.73'
L90
S00°28'16"W
141.83'
L91
S30°59'47"E
19.16'
Line Data Table
Line #
Bearing
Distance
L92
S02°24'29"W
44.01'
L93
S02°24'29"W
21.21'
L94
S47°24'29"W
23.33'
L95
NO2°24'29"E
21.21'
L96
N47°24'29"E
23.33'
L97
S02°24'29"W
56.82'
L98
N61007'55"W
16.88'
L99
N07°49'18"E
21.43'
L100 I
S61007'55"E
17.89'
Curve Data Table
Curve #
Arc
Radius
Delta
Chord Bearing
Chord
C21
60.09'
40.00'
086°04'31"
S75°49'49"W
54.60'
C22
66.09'
150.00'
025°14'37"
N83'40'51 "W
65.55'
C23
54.89'
150.00'
020°57'59"
S73°12'50"W
54.58'
C24
42.79'
75.00'
032°41'25"
S79°04'33"W
42.21'
C25
62.24'
75.00'
047°33'02"
N60°48'14"W
60.47'
C26
57.38'
75.00'
043°49'58"
N15°06'44"W
55.99'
C27
17.10'
75.00'
013°03'47"
N13°20'09"E
17.06'
C28
73.81'
100.00'
042'17'24"
NO1 ° 16'40"W
72.15'
C29
12.04'
220.00'
003°08'12"
N20°51'16"W
12.04'
C30
27.76'
20.00'
079°31'28"
N04°24'26"E
25.58'
C31
62.10'
180.00'
019°45'57"
N06°13'29"W
61.79'
C32
55.32'
180.00'
017°36'33"
N24°54'44"W
55.10'
C33
85.34'
120.00'
040°44'41"
N13°20'40"W
83.55'
C34
36.27'
100.00'
020°46'58"
NO3°21'49"W
36.07'
C35
151.59'
100.00'
086°51'21"
N47°50'40"W
137.49'
C36
211.93'
140.00'
086°44'00"
S47°47'00"E
192.27'
C37
202.64'
140.00'
082°55'57"
N49°41'01"W
185.41'
C38
27.76'
20.00'
079°31'28"
N83°55'54"E
25.58'
C39
27.07'
14.50'
106°56'45"
S06°47'39"E
23.30'
Curve Data Table
Curve #
Arc
Radius
Delta
Chord Bearing
Chord
C68
46.97'
129.50'
020°46'58"
NO3021'49"W
46.72'
C69
39.05'
180.00'
012°25'54"
S36°03'56"E
38.98'
C70
40.18'
130.00'
017°42'27"
S24°51'47"E
40.02'
C71
15.04'
130.00'
006°37'44"
S12°41'41"E
15.03'
C72
3.63'
190.00'
001°05'40"
N41°44'03"W
3.63'
C73
26.04'
190.00'
007°51'09"
S37°15'38"E
26.02'
C74
10.39'
190.00'
003°07'57"
S31°46'05"E
10.39'
C75
8.94'
140.00'
003°39'27"
SO4°14'13"W
8.94'
C76
21.11'
140.00'
008°38'18"
S10°23'05"W
21.09'
C77
118.98'
140.00'
048°41'31"
S39°03'00"W
115.43'
Filed as Instrument #:
PLAT REVISION
STONY BROOK
34.730 ACRES
SITUATED IN THE
JESSE G. ALLEN SURVEY
ABSTRACT NO. 18
CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
PLAT PREPARED: MARCH 28, 2018
47 RESIDENTIAL LOTS
9 OPEN SPACE LOTS
SHEET 2 OF 2
Date:
ZA18-0043