Item 4K PlansS13°45'18"E 2.03
�
SQUARE
FEET
(SIGN EASEMENT BEARING
20,366 S.F.
o
w
& DISTANCE)
TxDOT TYP II
S58°45'18"E 14.14'
4X
176,093 S.F.
-
164,611 S.F.
10' UTILITY EASEMENT
L=7.98', R=100.00'
a
(BY THIS PLAT)
A=004°34'26" L72 C63
C6
\ 3X G�
L=22.90', R=30.00'
(EMERGENCY
S11°28'05"E-7.98'
L78
(SIGN EASEMENT) L43
FFE
2X
N76°14'42"E
L79 ESMT BLOCK 1
000
40.00' ��l
(BY THIS PLAT)
TXDOT TYP 11 C.M. cc 22'
L 245
'�� PUBLIC DRAINAGE ESMT
IGN9 U
INST.# D215192748 ///
(BY THIS PLAT
]0' UTILITY EASEMENT I X ESMT 2pL86 ,
L88
(BY THIS PLAT) (BY THIS t\ L85
OWNER:
C73
PLAT) W
10' UTILITY EASEMENT
N13°45'18"W S76°14'42"W C67 L69 C72
C74
10.00' 39.68
C65
(TO LOT LINE)
PUBLIC Ls3 C71C661,
C49
7X, BLOCK 1
1
DRAINAGE ESMT C56 39
L
8X, BLOCK 1
(BY THIS PLAT) L82 L$1
L80 0
0
1
(TO LOT LINE) ti9
CJ
29'
L84
a
] C54
52 2
BLOCK 3 10' PA, D & UE
PACO
(TYPICAL)
(TYPICAL)
(TYPICAL)
1
(BY THIS PLAT)
(BY THIS PLAT)
Phone: 214.488.5200
E1
DETAIL "A"
NOT TO SCALE
REBAR
REBAR
/
�
SQUARE
FEET
O
V
20,366 S.F.
o
w
21,643 S.F.
c�
16,246 S.F.
4X
176,093 S.F.
-
164,611 S.F.
rr�ll 00
V U
,oYPo
a
4,149 S.F.
8X
\ 3X G�
L=22.90', R=30.00'
(EMERGENCY
Q
A=043°43'42" 15 -FOOT UTILITY
ESS EASEMENT EASEMENT
567°39'53"E�22.34'
LOTHIS PLAT) TO CITY OF
L=4$.36', R=240.00'
A=010°49'47"
N04°53'52"W-45.30'
NOTE: FLARED END OF
EMERGENCY ACCESS
EASEMENT IS
ALSO ON LOT 11
SOUTHLAKE
LOCI' 3X 5X 21.61' VOL. 12336, PG. 1671
D.R.T.C.T.
37.13' S89°31'44"E 228.11'
N89°31'44"W 212.27' LINE
35' UTlESMT
I (BY THIS PLAT)
L=28.78', R=30.00'
A=054057'36"
I S62059'28"W-27.69'
11
I
NOT TO SCALE
1 L=$3.02', R=$4.00'
L A=056°15'04"
S62°20'44"W-50.91'
5X
BLOCK 1
Z
5X O
BLOCK 1 t
L=76.67', R=245.00'
A=017°55'49"
N68°57'54"E-76.36'
20' PUBLIC
DRAINAGE
EASEMENT
(BY THIS PLAT)
L=91.54', R=200.00' S45°00'00"E Jp!,
A=026'13'28"
N73° 06'44"E-90.74 20.00' ��
N45°00'00"E
10' PA, D, & UE 107.89'
(BY THIS PLAT) II S j /5E15
L=45.63', R=55.00' 45' ACCESS, DRAINAGE
A=047°31'59° & UTILITY EASEMENT
S81°48'13"E-44.33' (BY THIS PLAT)
145°00'00"W (HATCHED AREA)
(ACCESS EASEMENT)
115.24'
L=51.37', R=55.00' H
A=053°31'08" L=89.23', R=245.00'
N31°16'40"W-49.53' A=020°52'0$" W
(ACCESS EASEMENT) S70°26'03"W-88.74'
L=21.4$', R=55.00' w
A=022°20'28" L=68.88', R=55.00' O
N24°48' 13 "W-21.31' A=071'45'06"
(PUBLIC 22 N22°14'34"E-64.46'
DRAINAGE EASEMENT) (PUBLIC M
22 DRAINAGE EASEMENT)
BLOCK 3 I 5X
BLOCK 1
0
DETAIL "C"
NOT TO SCALE
Scale: V = 100'
S00°33'36"E 46.14'
L=53.38', R=200.00'
A=01$°17'30"
S67°38'4$"W-53.22'
X -LOTS AREA CHART
X LOT #
SQUARE
FEET
1X
20,366 S.F.
2X
21,643 S.F.
3X
16,246 S.F.
4X
176,093 S.F.
5X
164,611 S.F.
6X
3,081 S.F.
7X
4,149 S.F.
8X
5,142 S.F.
9X
158,076
ENGINEER:
Adams Engineering
8951 Cypress Waters Blvd., Suite 150
200' Dallas, Texas
Contact: Dennis Lang, P.E.
Phone: 817.328.3200
Email: dennis.lang@adams-engineering.com
APPLICANT/DEVELOPER
Creekside Land Company, Ltd.
,T.dwg Terry Holmes, General Partner
225 E. State Highway 121, Suite 120
Coppell, TX 75019
Phone: 214.488.5200
Email: terry@theholmesbuilders.com
SEE DETAIL "A" oxo01�
/ STATE OF TEXAS
VOL. 10000, PG. 761 �INcoNC
AND VOL. 10925, PG. 6 Bess 112"
D.R.T.C.T. I� 09 \ TXD°TTYP1�
wAYFM.
ST ATE HICK �DzxRo.w
�V P,jd0 �TBM MNS -
05.43' 10' UTILITY EASEMENT
CABINET A, SLIDE 2174
N76° 14'42"E 197.27' „ 228.12' 112" REB., o os' P.R.T.C.T.
TOOT TYP I1 N79°O9'2= BEARS CORNER W I
FROM ����
TXDOT P11 C.M. 87.00' 35.5W 2X
7025483.36' S� OO' SIGN
2369449.62' ESMT BLOCK 1
P.O.B. L27 L17 (BY THIS PLAT) �Q °
L16 PUBLIC Z w
L1 �'12 DRAINAGE PLAT) jq-()q , ' 5' UTILITY EASE NT (�D
SIGN ESMT f% U 0 (BY THIS PLAT S 2 I CABINET A, SLIDE 2174 ��o O V
(BY THIS PLAT) �\f L15 101.9T P.R.T.C.T.
L28 a v0 di C69 S53°29'27"W
10' UTILITY E SEMENT1X U J' 00 85.73' 1
CABINET A, SLIDEI0709 vK'i BLOCK3 C337X
P.R.T.C.T. I I I -� \ 20,548 S.F. "cn LOT 1R
�O y� � 10' PA, D & UE BROCK ADDITION
U
SX (TYPICAL)CABINP.R.T.C.T.
ET A, SLIDE 3899
S88°26'25"W I p LIC � �' `0 (BY THIS PLAT') �
15.00 DRAINAGE ESMT c� '�,
BY THIS PLAT L26 �O O L181�\ 66
II S88°26'25"W 143.57 \ O� O 63°5\25 `t
5' UTILIT�Slfj
ASE
S 0
CABINET A0709 0 1 cJ 9 '� L2O 2 MO
16,267 S.F. 10' UTILITY EASEMENT
of 19,422 S.F. \ `D, U CABINET A, SLIDE 3899
�C L19 II P.R.T.c.T-
a � N S86°05'55"W 173.97' / .
\ 0 1 n OU N 3/4" REBAR
5/8" REE
LOT 13R1 S88 26 25 W 202.76' (i 3 0 T UTILITY EASEMENT
J.G. ALLEN No. 18 ADDITION M 1$,816 S.F. 00 CABINET A, SLIDE 2174
INST.# D215280371 2 U C16 / I P.R.T.C.T.
O.P.R.T.C.T. oo
ooh 20,666 S.F. L21
a° 10' UTILITY EASEMENT
S86°05'55"W 188.53' CABINET A, SLIDE 3899
M , / 4 � P.R.LC.T.
M
DRAVARIABINAGE ASEMENLE H S88°26'25"W 204.28' _ -� `� ') 1$,95$ S.F. `� I ,LOT 3R
CABINET A, SLIDE 10709 I v `O L - N88° 19'39"E 534.40 - 7=777 -"TE BAR
P.R.T0709 200. S83°20'14"W 199.25' 3/4"BOLT 73.91' BROCK ADDITION
0 3 L=56.70' L 18.38' 100.37' 100.37 100.37 1/2" REBAR 159.39' CABINET A, SLIDE 3899
ON LINE AT 300.51'
I of 20,122 S.F. lo' pA, D & IJE Ion P.R.T.C.T.
(TYPICAL) (BYTxisPLA17 181.87 L67 N � o0 00
(BY THIS PLAT) ¢ t`
N 5 -FOOT UTILITY EASEMENT
-J;�, OC N VOL. 388-44, PG. 40
S88°26'25"W 203.16' r 5 20'BL olx �, P.R.T.C.T.
Drafter: PL 2018-04-18
Revision: MM/PL 2018-05-02
Revision:
Revision:
MONUMENTS / DATUMS / BEARING BASIS 1
Monuments are found if not marked MNS or CRS.
CRS Q 1/2" rebar stamped "JPH Land Surveying" set
MNS 0 Mag nail & washer stamped " JPH Land Surveying" set
TBM ,O Site benchmark (see vicinity map for general location)
O Vertex or common point (not a monument)
Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ
Elevations, if shown, are NAVD'88
Bearings are based on grid north (TxCS,'83,NCZ)
TYPE I ® TxDOT Right of Way tapered concrete monument.
TYPE II ® TxDOT Right of Way bronze cap in concrete.
"TYPE III ® 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
o U 26,2$9 S.F.BY THIS PLAT) 6 N 7 8 3 9 M
0 4 19,260 S.F. a 20,030 S.F. `v 20,578 S.F. c`tI n� ° o'00"E i
of 22,062 S.F. O o 9 0 27,245 S.F. N• N 500 16 419.15 1
~ ~ I oM � o °~ N 1/2" REBAR
C3027.14'
BLOCK 1 (ON LINE ATIsz.69') 4 j /
I S88°26'25"W 229.01' 1.36' �� L=3.84' "' 10 3/4" RE13 w
1.36' _ L=42 .29' N 34,825 S.F.
�p 15' PRIVATE DRAINAGE C38 N o
G , EASEMENT L1 L=100.18' N ^ pL7 M ��/
1 -96.22' - -57.86 r� i
(BY THIS PLAT) h� .�-� r'1 � o / 1" IRON PIPE �
4`e L,�I is L C10 PARK GROVE LOOP L'8439, lo' PA, D & UE I --I
w o 5 5 8' -150.85' SEE DETAIL B
(BYPTH SLPLAT) n n ° F,
=1 � � � � 10.58' 9X BLOCK 1 LIO
20,777 S.F. a o 4 D 27.14' � I U Cj r
0 /M / EASEMENT
L=75.59'- -70.$2' 83.$7' i 6 I a H VOL.3I ITY,PG.49
����� • 44 ' o I kl C49
ti --LL O U VOL. 38 -150, PG. 49
O' O S88°26'25"W 161.09 q Ov �N s , i° L 49.42' -�v� jl� °off �� � LOT 4 �j per,' � � LOT 6 �P.R.T.C.. j
n 11 nN \ 66 R~ ^J� °o o / 5' UTILITY EASEMENT
O w l 12 . 5 ti I BROCK ADDITION / BROCK ADDITION
Z / O N a LO �9 �i VOL. 388-44, PG. 40
° 15' PUBLIC DRAINAGE 18,180 S.F. 17,303 S.F. 1)s a VOL. 388-44, PG. 40 �� VOL. 388-44, PG. 40 P.R.T.C.T. S /
v I I I� I M EASEMENT p 9 3X P.R.T.C.T. J P.R.T.C.T.
6 W U N L35 PUBLIC DRAINAGE O 1- r �j
,Q (BY THIS PLAT) ` 15.00'
O 18,159 S.F. N ,i C) O L63 _ EASEMENT M� O y, EASEMENT FOR INGRESS AND EGRESS TO o 11
of L30 C50 0 (BY THIS PLAT) O l 0 \ Z H ¢ CINDY A. WILKINS "ALONG AND ACROSS (TO ESMT) 500 16 00 E
C) BLOCK 3 ,� (� I L53 L62 N N w a EXISTING ACCESS ROAD LOCATION" / 20.301
I C51 L56 C44 o C56 20,289 S.F. o� z I VOL. 14351, PG.112 D.R.T.C.T. \ 589°31'44'B 00 �Zb
1,64 \ w d (SEE GENERAL NOTE 10)
I �WJ -cl L65 L66 � w i 189.28'
Q 51.62' � N II d Z 15 -FOOT UTILITY EASEMENT
I S88°26'25"W 150.69' a �3p C4 L53 °vb�$ 4 589°31'44"E 249.72' G45 TO CITY
33o6FrcUsi D.R.T.C.T. c xx xro 1
o L=13.73' 1 33.83' C S6� I n O 145.29' 104.43' LOT 2
o L=9.73' o a A3 a 24.00' I CRS i
17,041 S.F. L61 \ 9 W
7 L=53.59' N84°06'35"W Q6 15.04' 17,007 S.F. I >
~I C57 C) x - 15' UTILITY EASEMENT
19,243 S.F. N84°06'35"W 8$.45' L=2$.63' I � � U 35' UTI IS ES T I 4� VOL. 388-150, PG. 49
n 163.41' L=28.87,, v BY T IS PLAT)
DRAINAGE EASEMENT I I ,r, 584°07'19'WC55 0 P.R.T.C.T.
34.90' C7 O 30 -FOOT RO ASEMENT 10' UTILITY
/ f
CABINET A, SLIDE 10709 U 11.32' (TO LOT LINE) PUBLIC o L=20.70' FOR INC SS AND EGRESS 0 EASEMENT
p,R,T•SLI 588°26'25"W 167.11' a w DRAINAGE S87'53"47"W 157.87 ^, - PARKER'S CORNER -
o; 589°31'44"E 11 AR
W. HANEY AND w BY THIS PLAT
c EASEMENTS Q rn I M CARET JUNE HANEY - VOL. 388-150, PG. 49 1 -
"v o (BY THIS PLAT) 8 0. 199.25' 23,990 S.F. 1 v L. 5066, PG. 866 AND VOL. P.R.T.C.T. /
L=41.09 N 4X 33.68' 15,294 ST 20' M IMUM FFE= 634.$' 5 6, PG. 872 D.R.T.C.T. CONSTRUCTION EASEMENT
EOASERMENT
L=27.15' 2LLL
15' PRIVATE °O ° BLOCK 2 N07'02'24"W / ( ANDONED BY THIS P AT -
d 589°31'44"E 202.41' / To CITY OF souTHI AKE
DRAINAGE EASEMENT 16,674 S.F. � 141.96' ZONE X In ¢ S E GENERAL NOTE 10) VOL. 12336, PG. 1671 I 7--r-
T I
C UTILITY EASEMENT O (BY THIS PLAT) iV L=10.69' / D.R.T.C.T.
iii///CABINET A, SLIDE 10709 O 120.87' (SHADED) 1J �PR.T.C.T. 08 � °, W 171 93' 15'PUBLIC DRAINAGE 10'PRIV/}TEZONE X
ZONE AE(UN-SHADED)
'-' �o 584 0719 EASEMENT .i� i� 12 DRAINAGE ES1MT
- -H� `ON LINEAR PL N 18,172 S.F. 00 (BY THIS PLAT) a o (BY THIS PLf 5X
ON LINE AT 47o.z4' L34 N 24,532 S.F.
S88°26'25"W 162.47' N ^ �� ~ BLOCK 1 r' ZONE X
3 p ° ° w ~ MINIMUM FEE= 634.0 0 00
o' BUILDING LINE & W 21.8$' z0' `r 17,819 S.F. a N53'18'06"' 507 02 24 E N ¢F �\ N °oN / e.•1- CS
UTILITY EASEMENT U 20' �\ 20.76' 87.73 L96 a G? a. BLOCK 1 LgO \ PHI A E (OPEN SPAD IEhAII3AGE EASEMENT) 1 (SHADED) ti� G
CD D AGE ESMT
CABINET A, SLIDE 12460 Z .5 (BY HIS PL APPROXIMATE LIMITS OF loo\ -YE I I 04' �.•
P.R.T.C.T. I o 9 L=79.26' ��� 2 �j PUBLIC DRAINAGE L93 ¢ I A
5� s� 0.x 589°31'44"E 206.47' I FLOODPLAIN LOCATED v
O v� V, �' VIA S ESMT w >. PER FEMA SHAPEFILE
of A 16,358 S.F. 01� 1p 4 L 96 L32 �/ (BY THIS PLAT) L95 -I 13 L OOT ROAD EASEMENT FOR INGRESS AND EGRESS TO
Z 1 S5� M LZ L76 ,y 27,869 S.F. L91 L W. HANEY AND WIFE, MARGARET JUNE HANEY I 7 T UTILITY EASEMENT
10' UTILITY EASEMENT I 20,891 S.F. ^� L31 L94 N Q O .5066, PG. 866 AND VOL. 5066, PG. 872 D.R.T.C.T. 1 VOL. 388-150, PG. 49
CABINET A, SLIDE ENT o MINIMUM FEE= 633.5 1
W o 10' PA, D & UE ~ L=4.91' �3) PUBLIC C75 -I N °M0 (AB ONED BY THIS PLAT -SEE GENERAL NOTfrI� P.R.T.C.T.
P.R.T.C.T. S88 26 25"W 171.52' (TYPICAL) - 0 20' PUBLIC DRAINAGE L100 ZONE X `O APPROXIMATE LIMITS OF .10
C29 (BY THIS PLAT) nb 5 N DRAINAGE o 7 (BY THIS L=33.73ESMT' (UN -SHADED) \ 529°40'18"W EMA FLOODWA� /tidy SEE DETAIL "C"
eti / \ FOR DIMENSIONS
10' PA, D, & UE t� EASEMENT 23,266 S.F. , ` G 4� / \ OF EASEMENTS
N M '-' (BY THIS PLAT) 00 41.30' $5' p,5 `Cl \
N PLAT) L99 L 12.12 / o
LOT 4R2, BLOCK 1 00 10 (TYPICAL) N ^ ti N 18,823 S.F. L98 C76 \g C18 / / P G i s A
17,793 S.F. (BY THIS PLAT) U a a v v
WATERMERE AT ool l\ 37.53 �N 6 / LIZ 60 $.(� i /
SOUTHLAKE ADDITION I C27 C41 I3j Oy 20,468 S.F. L77 L=229.32' L,9 �\ / 20 PUBLIC o ��
INST.# D212033579 S88°26'25"W 170.76' o ,/ 0.69' ' DRAINAGE
Cg2 V5\ oo N� G / EASEMENTS
O.P.R.T.C.T. ` 63 0 C21 C11103.54' BY TH1s PLAT) ,� I ! ��
15'PRNATE I 6X rn 04 o I L33 9 8.77' L13 \ J� n�L
DRAINAGE EASEMENT y LOCK U `L / 23.16' , \ i
(BY THIS IPLAT) C� 69.94, L=10.00' L=5.02' C I- OCK j L14 5.' �� 0"P
U o L2 a .L=1 L73 87.74' / L=2.20 78. 86'
�5 C�� / 04��G�
10' UTILITY EASEMENT �- jII O EA pA D 23.39' LONER L23
CABINET A, SLIDE 12460 I 25,276 S.F. �� 3 -C22 �BYTHISpI&DE C7 PARK GR L=66.34' tiff L=22.24'BROOK
P.R.T.C.T. I 15'PUBLIC C C2 AT) O LOOP L8 �ti C20 h^>' f 0
It
I DRAINAGE EASEMENT 12 2S• C24OCK 1 � N71°03'33"W \ 9X, M
BL °° C19 . OURT �;��° ` ^ p I,
(BY THIS PLAT) 3.33' L=101.86' N L--96.93' O` ` CA
o
NI S45°19'35"W 26,273 S.F. o L=76.73' 59.34' 10' PA, D, & UE o
N M N L=46.20' (TYPICAL) rn 19 � '� f
251.89' r L�32.98' 0 28.40' °o �n o � `\ /
/ 10' p 16 ` (BY THIS PLAT)
r < v 21,663 S.F. o M
539°15'30"E ~ � � 0 7s' 17 N oo N � N
l0' UTILITY EASEMENT / 13 14 00 1$,6$2 S.F. t 20 21 ~ 22
3 1$,716 S.F. 18 °
CABINET A, SLIDE 12460 24.07' 17,309 S.F. ~ o o
5' / 3 18,295 S.F. , I 1s' PUBLIC 0 19 79 S.F. 16,987 S.F. 24,493 S.F. \
P.R.T.C.T. N89°29'19"W - M S00°46'03"W c 17,917 S.F. c
/ 0 0 20' PRIVATE WATERLINE o o �^ MINIMUM FEE= 632.5
55.79 0 DRAINAGE 3 148.57' AND PEDESTRIAN Co 20' PRIVATE �p I
o o BLOCK 3. ESMT in N45°46'03"E' ACCESS ESMT o DRAINAGE o
N89 45 36' W 27.48' o o BY THIS PLAT oo ESMT o 27.68' o o za pRrvATE
(BY THIS PLAT)
-158.79' j- ( ) 35.47 (HATCHED AREA) � (BY THIS PLAT) 'A V� CD DRAINAGE ESMT N \
C) _ 39.20' 7 5' 31 59' 28.73' BY THIS PLAT) 11 ZONE
AE
13.67 131.27' 79.15' 100.00' 100.00' , 94.35 , 105.00' 100.00' 88.00' 100.00' 108.02' 35.98' v 138.03'
1/2" REB
C. N89045'36"W 158.75'1 �N89013'57"W 373.50' N00 °46'03"E 1$.00' -N89°4,9" "W 362.93' N89021'13"W 236.75' r N89006'48"W 174.01' I/z"KEBAB
N89°29' 19"W I Y UTILITY EASEMENT 5/8" REB wI I LOT 2 g�N , (CCM') J�
CABINET A, SLIDE 8033 (ON LINE) M 4 V d r`' N: 7024006.36' F
84.85' P.R.T.C.T. Mo 10.65' (LOT) yS L0-3" MET A ��� E: 2370880.13'
10' UTILITY EASEMENT LOT 5 °O BLOCK 3
W LOT 1 SIENA, PHASE ONE coRNER POS
CABINET A, SLIDE 12460 BLOCK 2 LOT 6 Q I �$ ON LINE AT 31.59' G•^ (\
P.R.T.C.T. I SIENA, PHASE ONE 10' UTILITY EASEMENT CABINET A, 5' UTILITY EASEMENT
LOT 4R2, BLOCK I 10' UTILITY EASEMENT CABINET A, SLIDE 8033 CABINET A, SLIDE 8033 CA SLIDE 8033 CABINET A, SLIDE 8033
INST.# D215192748 P.R.T.C.T.
WATERMEREAT P.R.T.C.T. w C UTILITYEASEMENT P.R.T.C.T. P.R.T.C.T. vP S p O
SOUTHLAKE ADDITION P.R.T.C.T. I I w �y-���o�o G v �G
CABINET A, SLIDE 8033 `t Q �-
►-� P.R.T.c.T. LOT 3 I G4i �w ti qL t• G �{ ti� �L �G'
INST.# D212033579
O.P.R.T.C.T.
PLAT REVISION
LOT 1, BLOCK 1
UNION CHURCH ESTATES
I
I
a
\
N
PQM
y
GJ
00
10' UTILITY EASEMENT
INST.# D215192748
(q
'
� U
(TYPICAL)
.v'i O •
,v'�4" O •
CABINET A, SLIDE 12460
P.R.T.C.T.
O.P.R.T.C.T,
5' UTILITY EASEMENT
CABINET A, SLIDE 8033
Z PORTOFINO PLACE,,,
NOT TO SCALE
47 RESIDENTIAL LOTS
9 OPEN SPACE LOTS
�5' UTILITY EASEMENT
P.R.T.C.T.
I
CABINET A, SLIDE 8033, P.R.T.C.T., (5O' R. )
SHEET 1 OF 2 ZA18-0043
INST.# D215192748 ///
OWNER:
P.R.T.C.T.
10' UTILITY EASEMENT
/
Creekside Land Company, Ltd.
LOT 4
CABINET A, SLIDE
r R T 8033 T
I(/
Terry Holmes, General Partner
LOT 7 LOT 6
225 E. State Highway 121, Suite 120
BLOCK 4 BLOCK 2
LOT 4
SIENA, PHASE ONE SIENA, PHASE ONE
Coppell, TX 75019
CABINET A, SLIDE 8033 CABINET A, SLIDE 8033
Phone: 214.488.5200
I
P.R.T.C.T. P.R.T.C.T.
Email: terry@theholmesbuilders.com
APfkOXIMATE LIMITS OF
FE , LOODWAY
RECE 7' G WATER
BIG BE V CREEK
SEGME#08410
20' REAR BL
PLAT REVISION
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(TYPICAL)
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PRIVATE
40' EA, PA, D, & uE
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
PLAT REVISION
°�
STONY BROOK
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34.730 ACRES
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AN ADDITION IN THE CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
SITUATED IN THE
JESSE G. ALLEN SURVEY
ABSTRACT NO. 18
PLAT PREPARED: MARCH 28, 2018
47 RESIDENTIAL LOTS
9 OPEN SPACE LOTS
Filed as Instrument #: , Date:
SHEET 1 OF 2 ZA18-0043
STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS, Creekside Land Company, Ltd., a Texas limited partnership is the
owner of that certain tract situated in the Jesse G. Allen Survey, Abstract Number
18, City of Southlake, Tarrant County, Texas by virtue of deeds recorded in
Instrument Number D218128694 and D218208378 both in the Official Public
Records of Tarrant County, Texas, and being all of "Tract II", all of "Tract III", all
of "Tract IV", all of "Tract V", and all of "Tract VI" as previously described to
Sandra Lynn Bagwell, Trustee of the Glenda Weisman Trust by document
recorded in Instrument Number D215145300 of the Official Public Records of
Tarrant County, Texas and being all of Lot 5, of Brock Addition, an addition to the
Town of Southlake as recorded in Volume 388-44, Page 40, Plat Records of
Tarrant County, Texas, said Lot 5 as previously described to Arvel W. Haney and
wife, Margaret June Haney by documents recorded in Volume 5066, Page 866 and
Volume 5066, Page 872 both in the Deed Records of Tarrant County, Texas, the
subject tract being more particularly described as follows:
BEGINNING at a Texas Department of Transportation (TxDOT) Type II
monument found at the common northwest corner of said Tract VI
and the northeast corner of Lot 13R1 J. G. Allen No. 18 Addition,
an addition to the City of Southlake, Tarrant County, Texas as
recorded in Instrument Number D215280371 of the Official Public
Records of Tarrant County, Texas, said monument being in the
south right-of-way line of State Highway FM 1709 (a variable
width right-of-way)
THENCE NORTH 76 degrees 14 minutes 42 seconds EAST, with the
common north line of said Tract VI and said south right-of-way
line, a distance of 197.27 feet to a Texas Department of
Transportation Type II monument found for an angle point in said
common line;
THENCE NORTH 79 degrees 09 minutes 22 seconds EAST, continuing with
the common north line of said Tract VI, joining the north line of
Tract V, and continuing with said south right-of-way line, a distance
of 228.12 feet to a 5/8 -inch rebar found for the common northeast
corner of Tract V and the northwest corner of Lot 1R, Brock
Addition, an addition to the City of Southlake, Tarrant County,
Texas as recorded in Cabinet A, Slide 3899, of the Plat Records of
Tarrant County, Texas, from which a 1/2 -inch rebar found bears
NORTH 43 degrees 49 minutes 51 seconds WEST, a distance of
0.08 feet;
THENCE SOUTH 03 degrees 54 minutes 05 seconds EAST, along the
common east line of said Tract V and the west line of said Lot 1R, a
distance of 490.13 feet to a 3/4 -inch bolt found for the common
southeast corner of said Tract V, the southwest corner of said Lot
IR, the west corner of aforementioned Tract III, the northwest
corner of aforementioned Tract II, and the northeast corner of
aforementioned Tract IV;
THENCE
NORTH 88 degrees 19 minutes 39 seconds EAST, with the
said C&T Lawns tract and the northeast corner of Siena, Phase One,
common north line of said Tract III, the north line of Tract II, and
an addition to the City of Southlake as recorded in Cabinet A, Slide
the south line of said Lot 1R, at a distance of 300.51 feet passing a
8033, of the Plat Records of Tarrant County, Texas;
1/2 -inch rebar found and continuing in all, a total distance of 534.40
THENCE NORTH 89 degrees 40 minutes 15 seconds WEST, with the
feet to 1/2 -inch rebar found at the common southernmost southeast
common south line of Lot 5 and the north line of said Siena, Phase
corner of said Lot 1R and the northeast corner of said Tract II, said
One, at a distance of 31.59 feet passing a 3 -inch metal corner post
rebar being in the west line of Lot 3R of said Brock Addition
found in place at the common southwest corner of said Lot 5 and
recorded in Cabinet A, Slide 3899;
THENCE
SOUTH 00 degrees 16 minutes 00 seconds EAST, with the
with the common south line of said Tract II and the north line of
common east line of said Tract II and the west line of Lot 3R, at a
said Siena, Phase One, in all, a total distance of 362.93 feet to a
distance of 152.69 feet passing a 1/2 -inch rebar found at the
1/2 -inch capped rebar stamped "JPH Land Surveying" set at the
common southwest corner of said Lot 3R and the northwest corner
common southwest corner of said Tract II and the southeast corner
of Lot 4, Brock Addition, an addition to the Town of Southlake,
of the aforementioned Tract VI, said rebar being at an angle point in
Tarrant County, Texas as recorded in Volume 388-44, Page 40, of
the north line of said Siena, Phase One;
the Plat Records of Tarrant County, Texas, and continuing with the
THENCE NORTH 89 degrees 13 minutes 57 seconds WEST, with the
common east line of said Tract II and the west line of said Lot 4, in
common south line of said Tract VI and continuing with the north
all a total distance of 419.15 feet to a 5/8 -inch capped rebar
line of said Siena, Phase One, a distance of 373.50 feet to a 5/8 -inch
stamped "WWWard RPLS2014" found at the common southwest
rebar found at the common northwest corner of said Siena, Phase
corner of Lot 4 of said Brock Addition and the northwest corner of
One and the northeast corner of Lot 1, Block 1, Union Church
aforementioned Lot 5;
THENCE
SOUTH 89 degrees 31 minutes 44 seconds EAST, with the
as recorded in Instrument Number D215192748 of the Official
common north line of said Lot 5 and the south line of said Lot 4 and
Public Records of Tarrant County, Texas;
joining the south right-of-way line of Brock Drive (a 60 -foot
THENCE NORTH 89 degrees 45 minutes 36 seconds WEST, continuing with
right-of-way), a distance of 249.72 feet to 1/2 -inch capped rebar
the common south line of said Tract VI and with the north line of
stamped "JPH Land Surveying" set at the common southeast corner
said Lot 1, a distance of 158.75 feet to a 1/2 -inch rebar found at the
of said Brock Drive right-of-way and the northernmost northeast
common northwest corner of said Lot 1 and the easternmost
corner of said Lot 5, said rebar also being in the west line of Lot 6
northeast corner of Lot 4R2, Block 1, Watermere at Southlake
of said Brock Addition;
THENCE
SOUTH 00 degrees 16 minutes 00 seconds EAST, along a common
Texas as recorded in Instrument Number D212033579 of the
east line of said Lot 5 and said west line of Lot 6, a distance of
Official Public Records of Tarrant County, Texas;
20.30 feet to a 1/2 -inch capped rebar stamped "JPH Land
THENCE NORTH 89 degrees 29 minutes 19 seconds WEST, continuing with
Surveying" set for an inner ell corner of said Lot 5 and the
the common south line of said Tract VI and with a north line of said
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
GENERAL NOTES:
said C&T Lawns tract and the northeast corner of Siena, Phase One,
Distance
an addition to the City of Southlake as recorded in Cabinet A, Slide
1. This survey was performed with the benefit of two title commitments: first title commitment provided
8033, of the Plat Records of Tarrant County, Texas;
by Fidelity National Title Insurance Company GF# 17-05684-051, effective July 16, 2017, and issued
THENCE NORTH 89 degrees 40 minutes 15 seconds WEST, with the
July 21, 2017 for Bagwell Tract and second title commitment provided by Old Republic National Title
common south line of Lot 5 and the north line of said Siena, Phase
Insurance Company GF# 17-05685-051, effective July 16, 2017, and issued July 21, 2017 for Haney
One, at a distance of 31.59 feet passing a 3 -inch metal corner post
Tract. Complete copies of the record description of the property, any record easements benefiting the
found in place at the common southwest corner of said Lot 5 and
37.69'
the southeast corner of the aforementioned Tract II, and continuing
property, the record easements or servitudes and covenants affecting the property ("Record
with the common south line of said Tract II and the north line of
Documents"), documents of record referred to in the Record Documents, and any other documents
said Siena, Phase One, in all, a total distance of 362.93 feet to a
containing desired appropriate information affecting the property being surveyed and to which the
1/2 -inch capped rebar stamped "JPH Land Surveying" set at the
survey shall make reference were not provided to this surveyor for notation on the survey except for
common southwest corner of said Tract II and the southeast corner
those items listed within Schedule B of said commitment. Therefore, easements, agreements, or
of the aforementioned Tract VI, said rebar being at an angle point in
other documents, either recorded, or unrecorded may exist that affect the subject property that are not
the north line of said Siena, Phase One;
shown on this survey.
THENCE NORTH 89 degrees 13 minutes 57 seconds WEST, with the
L10
common south line of said Tract VI and continuing with the north
2. The owners of all corner lots shall maintain sight triangles in accordance with the City Subdivision
line of said Siena, Phase One, a distance of 373.50 feet to a 5/8 -inch
Ordinance.
rebar found at the common northwest corner of said Siena, Phase
L12
One and the northeast corner of Lot 1, Block 1, Union Church
3. This plat does not alter or remove existing restrictions or covenants, if any, on the property.
Estates, an addition to the City of Southlake, Tarrant County, Texas
N90°00'00"E
as recorded in Instrument Number D215192748 of the Official
4. Selling any portion of this addition by metes and bounds is a violation of state law and city ordinance
Public Records of Tarrant County, Texas;
and is subject to fines and withholding of utilities and building permits.
THENCE NORTH 89 degrees 45 minutes 36 seconds WEST, continuing with
5. The City of Southlake reserves the right to require minimum finish floor elevations on any lot
the common south line of said Tract VI and with the north line of
L16
said Lot 1, a distance of 158.75 feet to a 1/2 -inch rebar found at the
contained within this addition. The minimum elevations shown are based on the most current
common northwest corner of said Lot 1 and the easternmost
information available at the time the plat is filed and may be subject to change. Additional lots, other
northeast corner of Lot 4R2, Block 1, Watermere at Southlake
than those shown, may also be subject to minimum finish floor criteria.
Addition, an addition to the City of Southlake, Tarrant County,
6. The City of Southlake shall NOT be liable for any claims, damages, or losses which may occur on
Texas as recorded in Instrument Number D212033579 of the
N43°13'06"W
Official Public Records of Tarrant County, Texas;
account of flooding or inundation of any such lots so reclaimed, and the owner and subsequent owners
THENCE NORTH 89 degrees 29 minutes 19 seconds WEST, continuing with
of any such lots agree to release the City from any and all such claims, damages, and losses.
the common south line of said Tract VI and with a north line of said
7. Compliance with the provisions of the City's Storm Drainage Policy does not relieve a person of the
Lot 4R2, a distance of 84.85 feet to a 1/2 -inch rebar found at the
C11
common southwest corner of said Tract VI and an inner ell corner
responsibility of complying with all other applicable laws, including, but not limited to, Section
of said Lot 4R2;
11.086, Texas Water Code.
THENCE NORTH 01 degrees 33 minutes 35 seconds WEST, with the
8. The site benchmark is a mag nail with a washer stamped "JPH LAND SURVEYING" set in concrete
common west line of said Tract VI and with an east line of said
95.50'
Lot 4R2, at a distance of 470.24 feet passing a 1/2 -inch rebar
curb located approximately 715 feet southwesterly of the intersection West Southlake Boulevard and
stamped "RPLS 3688" found for the common northeast corner of
Brock Drive and approximately 55 feet south of the center line of West Southlake Boulevard.
said Lot 4R2 and the southeast corner of the aforementioned Lot
Benchmark Elevation = 675.43' (NAVD'88). See vicinity map for general location.
13R1 and continuing with the common west line of Tract VI and
N14°07'21"W
the east line of Lot 13R1 in all, a total distance of 1463.66 feet to
9. All "X" lots (1X, 2X, 3X thru 9X) are OPEN SPACE LOTS and no building permits for residential
the POINT OF BEGINNING and enclosing 1,512,845 square feet
structures will be issued by the City of Southlake.
or 34.730 acres of land area.
10. The entire 30 -foot Road Easement created in Volume 5066, Page 866 and Volume 5066, Page 872 in
44.79'
the Deed Records of Tarrant County, Texas is hereby vacated and abandoned by this plat. The
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
Easement for Ingress and Egress created in Volume 14351, Page 112 in the Deed Records of Tarrant
003°04'52"
County, Texas which utilized the road located in the now abandoned easement in Volume 5066, Page
THAT, Creekside Land Company, Ltd., being the owner do hereby adopt this plat
866 and Volume 5066, Page 872 will now utilize the 24 -foot Access Easement created by this plat as a
designating the herein described property as Stony Brook, an addition to the City
non-exclusive means of continuing access to Brock Drive. No access to Lot 9X (Park Grove Loop) is
of Southlake, Tarrant County, Texas and do hereby dedicate to the public use
permitted by the Grantee of the easement in said Volume 14351, Page 112.
forever the rights of way and easements shown hereon.
C18
19.68'
11. No grading, landscaping, and improvements may be located in the private drainage easement that may
This plat does not alter or remove existing deed restrictions or covenants, if any.
impede the drainage runoff within the drainage easement.
There are no liens against this property.
C19
29.08'
12. The Homeowner's Association shall be responsible for all private drainage easements, open space
Witness under my hand at Tarrant County, Texas, this day of
areas, and pedestrian access easements.
12018.
C20
13.74'
SURVEYOR'S CERTIFICATION:
Terry Holmes, General Partner DATE
N72°24'00"W
Creekside Land Company, Ltd.
THIS is to certify that I, Robert W. Bryan, a Registered Professional Land Surveyor of the State of Texas,
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
STATE OF TEXAS §
that survey made by me or under my direction and supervision.
COUNTY OF TARRANT §
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.
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 day of
.2018.
Notary Public, State of Texas
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.
Robert W. Bryan
Registered Professional
Land Surveyor No. 5508
robertb@jphls.com
Date of Survey: TBD
Line Data Table
Line #
Bearing
Distance
L1
S13°45'18"E
53.78'
L2
S17°47'00"E
114.81'
L3
S03039'29"W
101.32'
L4
S44°10'10"W
37.69'
L5
S11°33'36"E
53.02'
L6
SO1°21'24"W
104.81'
L7
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
S00°00'00"E
23.73'
L15
N42°16'53"W
16.51'
L16
N13°45'18"W
21.12'
L17
N31°27'05"E
14.09'
L18
N01036'18"E
10.26'
Line Data Table
Line #
Bearing
Distance
L19
N06°44'20"E
23.48'
L20
NO1°36'18"E
3.43'
L21
NO3039'29"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
S88°51'00"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
N76014'42"E
8.33'
L45
S79°09'22"W
31.42'
L51
S70047'50"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
S13°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
C1
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'
028031'34"
N28001'05"W
47.06'
C14
98.82'
180.00'
031°27'17"
N14°07'21"W
97.58'
C15
44.80'
500.00'
005008'03"
N04°10'19"E
44.79'
C16
26.89'
500.00'
003°04'52"
N05°11'55"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"
S54°08'18"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'
1 077°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"
N30046'29"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
S10050'38"E
10.00'
L80
S33°43'01"E
10.93'
L81
N73°34'17"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
S429653"E
11.37'
L86
S46°40'45"W
37.25'
L87
N43°19'15"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
N61°07'55"W
17.19'
L99
42.79'
75.00'
L100
IN07'49'18"E:L16.07'
S61°07'55"E17.95'
42.21'
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°0347"
N13°20'09"E
17.06'
C28
73.81'
100.00'
042017'24"
NO 1 ° 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"
N04024'26"E
25.58'
C31
62.10'
180.00'
019°45'57"
N06°13'29"W
61.79'
C32
55.32'
180.00'
0173633"
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"
NO3021'49"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°5l'4713
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
11.64'
140.00'
004°45'47"
SO4°47'22"W
11.63'
C76
15.82'
140.00'
006°28'31"
S10°24'31"W
15.81'
C77
121.56'
140.00'
049°44'59"
S3891'16"W
117.78'
PLAT REVISION
STONY BROOK
34.730 ACRES
AN ADDITION IN THE CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
SITUATED IN THE
JESSE G. ALLEN SURVEY
ABSTRACT NO. 18
Filed as Instrument #:
PLAT PREPARED: MARCH 28, 2018
47 RESIDENTIAL LOTS
9 OPEN SPACE LOTS
SHEET 2 OF 2
Date:
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PROTECTED TREES
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VISABILITY
148,316 SF
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EXISTING TREE CANOPY PROPOSED TO REMAIN:
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FENCE
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DRIP LINE
DRIP LINE
20' TO OUTERMOST 20' TO OUTERMOST
DRIP LINE DRIP LINE
PROTECTIVE FENCING: FINISH GRADE
Orange vinyl construction fencing, chain link fencing, snow fencing, or other similar fencing at least four
feet (4') high and supported at a maximum of ten (10') foot intervals by approved methods sufficient
enough to keep the fence upright and in place. The fencing shall be of a highly visible material.
PRIOR TO CONSTRUCTION:
The Contractor or Subcontractor shall construct and maintain, for each protected tree or group of trees In situations where a protected tree remains in the immediate area of intended construction, and the tree may
on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the be in danger of being damaged by construction equipment or other activity, the Contractor or Subcontractor
trees to protect it from construction activity. All protective fencing shall be in place prior to shall protect the tree with 2" x 4" lumber encircled with wire or other means that do not damage the tree. The
commencement of any site work, and remain in place until all exterior work has been completed.nptent is to protect the trunk of the tree against incidental contact by large construction equipment.
CRITICAL ROOT ZONE AREA N.T.S TREE PROTECTION FENCING N.T.S. BQRK PROTECTION N.T.S.
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APPLICANT:
DOLCE INVESTMENTS, LLC
225 E. HIGHWAY 121, Suite 120
COPPELL, TEXAS 75019
CONTACT: TERRY HOLMES
PHONE: (214) 488-5200
EMAIL: terry@theholmesbuilders.com
AC
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BY L R
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LANDSCAPE ARCHITECT:
ADAMS ENGINEERING / DEVELOPMENT CONSULTANTS
8951 CYPRESS WATERS BLVD. SUITE 150
DALLAS, TEXAS 75019
CONTACT: JAMES R. KINDRED, RLA, ASLA
PHONE: (817) 328-3200
EMAIL: james.kindred@adams-engineering.com
TREE REPLACEMENT & PROTECTION PROCEDURES FOR THE CITY OF SOUTHLAKE
SEE SEC. 9.5-379 -TREE REPLACEMENT AND TREE PROTECTION STANDARDS' IN THE CITY OF
SOUTHLAKE CODE OF ORDINANCES; ALSO, REFERENCE DETAILS ON THIS SHEET AND SD.10.
PROTECTED TREE
BORING:
Boring of utilities under protected trees shall be required in those circumstances where it is not possible
to trench around the critical root zone of the protected tree. When required, the length of the bore shall
be the width of the critical root zone at a minimum and shall be a minimum depth of 48 inches.
PROVIDED BY: NATIONAL ARBOR DAY FOUNDATION ILLUSTRATIONS
A. Make a partial cut from beneath at a point several inches away from the trunk. TUNNELING
B. Make a second cut several inches out and above the first cut to allow the limb to fall `TRENCH - SAVES ROOTS
safely. / 40% ROOT KILL
C. Complete the job with a final cut just outside the branch collar, the raised area that X i
surrounds the branch where it joins the trunk.
X.
\�
TREE TOPPING:����
It shall be unlawful for any person to top any tree without having a tree permit approved
by the Landscape Administrator. If the Landscape Administrator determines that toppingthe tree is necessary because the tree has been ��������
causes, or is in a circumstance which makes otherp pruning pracely tices impractical,
ed by s or tfleer
Landscape Administrator may issue a tree permit allowing topping of the tree.
PRUNING N.T.S. BORING AND TUNNELING N.T.S.
TREE TABULATIONS
GROSS SITE AREA (36.029 ACRES): 1,569,423 SF
EXISTING TREE CANOPY AREA:
641,123 SF
% OF SITE AREA:
40.1%
EXISTING TREE CANOPY PROPOSED TO BE REMOVED:
148,316 SF
% OF CANOPY TO BE REMOVED:
23.1%
EXISTING TREE CANOPY PROPOSED TO REMAIN:
425,592 SF
% OF CANOPY TO REMAIN:
66.4%
MARGINAL TREE CANOPY:
67,215 SF
% OF CANOPY MARGINAL:
10.5%
* NOTE: TREE CANOPY CALCULATIONS ARE APPROXIMATE BASED ON TREE
LOCATIONS FROM THE TREE SURVEY AND AERIAL IMAGERY.
YX
TREE REMOVAL NOTE WITHIN PROTECTED AREAS:
POOR QUALITY TREES THAT EXIST WITHIN 25' OF A TREE PRESERVATION AREA SHALL BE CAREFULLY
REMOVED BY CHAIN SAW WITH THE REMAINING STUMP GROUND 3" BELOW GRADE. ANY EXCEPTIONS
SHALL HAVE THE APPROVAL OF THE CITY LANDSCAPE ADMINISTRATOR PRIOR TO TREE REMOVAL.
LEGEND
TP LIMITS OF TREE PROTECTION FENCING
(AS LABELED)
EXISTING TREES TO BE PRESERVED
MARGINAL TREES
\ EXISTING TREES TO BE REMOVED
GRAPHIC SCALE
0 100 200 FEET
1 " = 100'
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SHEET:
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