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LOT 6
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VOL. 388-44, PG. 40
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VOL. 12336, PG. 1671
D.R.T.C.T.
EASEMENT FOR INGRESS AND EGRESS TO
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EXISTING ACCESS ROAD LOCATION"
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DEPICTED IN THE RECORD DOCUMENT. NO PARTICULAR OR
SPECIFIC DIMENSIONS OF THE EASEMENT LIMITS ARE DEFINED)
VOL. 14351, PG.112
D.R.T.C.T.
TRACT II (SAVE & EXCEPT) SANDRA LYNN BAGWELL,
TRUSTEE OF THE GLENDA WIESMAN TRUST
INST.# D215145300
O.P.R.T.C.T.
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LOT 4, BLOCK 3
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CABINET A, SLIDE 8033
P.R.T.C.T.
5' UTILITY EASEMENT
CABINET A, SLIDE 8033
P.R.T.C.T.
5' UTILITY EASEMENT
CABINET A, SLIDE 8033
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 8033
P.R.T.C.T.
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A TEXAS LIMITED LIABILITY
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VOL. 10000, PG. 761
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D.R.T.C.T.
5-FOOT UTILITY EASEMENT
VOL. 388-44, PG. 40
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 8033
P.R.T.C.T.
30-FOOT ROAD EASEMENT FOR INGRESS AND EGRESS TO
ARVEL W. HANEY AND WIFE, MARGARET JUNE HANEY
VOL. 5066, PG. 866 AND VOL. 5066, PG. 872
D.R.T.C.T.
CRS
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LOT 13R1
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INST.# D215280371
O.P.R.T.C.T.
LOT 4R2, BLOCK 1
WATERMERE AT
SOUTHLAKE ADDITION
INST.# D212033579
O.P.R.T.C.T.
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INST.# D215192748
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INST.# D207294670
O.P.R.T.C.T.
GREGORY G. KUELBS
VOL. 10621, PG. 1259
D.R.T.C.T.
PARKER'S CORNER
VOL. 388-150, PG. 49
P.R.T.C.T.
LOT 1
LOT 2
GREGORY G. KUELBS
INST.# D208092322
O.P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 10709
P.R.T.C.T.
5' UTILITY EASEMENT
CABINET A, SLIDE 10709
P.R.T.C.T.
5' UTILITY EASEMENT
CABINET A, SLIDE 10709
P.R.T.C.T.
VARIABLE WIDTH
DRAINAGE EASEMENT
CABINET A, SLIDE 10709
P.R.T.C.T.
DRAINAGE EASEMENT
CABINET A, SLIDE 10709
P.R.T.C.T.
20' BUILDING LINE &
UTILITY EASEMENT
CABINET A, SLIDE 12460
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 12460
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 12460
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 12460
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 12460
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 12460
P.R.T.C.T.
10' UTILITY EASEMENT
INST.# D215192748
P.R.T.C.T.
5' UTILITY EASEMENT
INST.# D215192748
P.R.T.C.T.
5' UTILITY EASEMENT
INST.# D215192748
P.R.T.C.T.
5-FOOT UTILITY EASEMENT
VOL. 388-44, PG. 40
P.R.T.C.T.
7.5' UTILITY EASEMENT
VOL. 388-150, PG. 49
P.R.T.C.T.
7.5' UTILITY EASEMENT
VOL. 388-150, PG. 49
P.R.T.C.T.
5' UTILITY EASEMENT
VOL.388-44, PG. 40
P.R.T.C.T.
15' UTILITY EASEMENT
VOL. 388-150, PG. 49
P.R.T.C.T.
5' UTILITY EASEMENT
CABINET A, SLIDE 2174
P.R.T.C.T.
5' UTILITY EASEMENT
CABINET A, SLIDE 2174
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 3899
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 2174
P.R.T.C.T.
10' UTILITY EASEMENT
CABINET A, SLIDE 3899
P.R.T.C.T.
3" METAL
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3" METAL
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TBM MNS
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MIKE LOWMAN
JACK W. COMER
JOHN R. BYLER
DAVID W. MULLENIX
DEBBIE MURWAY
KENNETH SEWEL
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SOUTHLAKE WATERMARK
CHURCH
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SOUTHLAKE CHURCH OF CHRIST
HAROLD L. McCALL
GLENDA WIESMAN TRUST
PERRY W. VARGAS
EMMA L. HOWARD
MARJORIE PAPILLARD
JERRY G. HALL
LTD PARTNERSHIP
NADO I LLC
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30' BUILDING
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30' BUILDING
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30' BUILDING
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20' BUILDING
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20' BUILDING
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30' BUILDING
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30' BUILDING
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30' BUILDING
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37
0
.
0
7
'
N29°40'18"E
41.30'
N88°43'40"E 80.11'
S
4
°
2
5
'
0
0
"
E
1
0
0
.
6
6
'
N84°07'19"E 163.41'
N84°07'19"E 171.93'
N57°
1
7
'
1
4
"
E
197.
5
1
'
N2
2
°
3
2
'
3
6
"
E
17
4
.
3
1
'
N8
°
0
8
'
5
8
"
E
17
2
.
0
0
'
N1
°
4
2
'
5
6
"
E
18
6
.
0
0
'
S81°25'00"
E
82.01'
N87°53'47"E 157.87'
N2
0
°
3
9
'
4
0
"
E
17
2
.
2
4
'
N2
°
4
1
'
1
6
"
E
15
6
.
7
6
'
N
1
2
°
0
0
'
3
7
"
W
8
3
.
1
8
'
S84°06'35"E 85.45'
N60°
1
6
'
3
8
"
E
177.
0
5
'
S
7
°
0
2
'
2
4
"
E
6
8
.
5
8
'
BLOCK 2
100 YR FLOODWAY
100 YR FLOODPLAIN
AG
AG
AG
AG
AG
SF1A
SF1A
SF1A
SF1A
SF1A SF1A
SF1A
SF1A
SF1A
SP2
SF2
SP2
SF20A
SF20A SF20A
SF20A
SF20A
RE5
RE5
CS
CS
CS
CS
CS
50' BUILDING
SETBACK LINE
10' UTILITY
EASEMENT
20' BUILDING
SETBACK LINE
20' BUILDING
SETBACK LINE
20' BUILDING
SETBACK LINE
10' PA,D,U ESMT
10' PA,D,U ESMT
10' PA,D,U ESMT
10' PA,D,U ESMT
10' PA,D,U ESMT
10' PA,D,U ESMT
10' PA,D,U ESMT
10' PA,D,U ESMT
10' PA,D,U ESMT
10' PA,D,U ESMT
10' PA,D,U ESMT
15' DRAINAGE
ESMT
15' SANITARY
SEWER ESMT
EMERGENCY ACCESS GATE
P
R
I
V
A
T
E
R
O
A
D
PRIVATE ROAD
PRIVATE ROAD
PR
I
V
A
T
E
SF1A
LOT 3R WILL FOLLOW ALL USES AND
REGULATIONS IN THE "SF-1A" ZONING DISTRICT
SIGN ESMT
SIGN ESMT
20' TYPE L BUFFERYARD
VAR. WIDTH DRAINAGE ESMT
N0°46'03"E
70.00'
S0
°
4
6
'
0
3
"
W
21
0
.
7
5
'
S0
°
4
6
'
0
3
"
W
14
8
.
5
7
'
S0
°
4
6
'
0
3
"
W
15
1
.
8
4
'
S88°26'25"W 203.16'
S88°26'25"W 204.28'
S88°26'25"W 202.76'
S88°26'25"W 143.57'
108.02'
N88°51'00"E 101.27'
PR
I
V
A
T
E
R
O
A
D
1
0
0
.
0
0
'
1
0
0
.
0
0
'
1
1
0
.
0
0
'
1
5
3
.
4
1
'
7
7
.
4
7
'
21
9
.
3
1
'
19
9
.
8
4
'
35.98'138.03'
70.52'83.57'
50
.
4
9
'
12
0
.
8
7
'
12
0
.
9
6
'
71
.
2
1
'
12
0
.
0
7
'
99
.
0
5
'
96.22'57.86'
59.34'28.40'
63.0
4
'
37.5
3
'
45
.
2
9
'
59
.
5
2
'
82
.
9
6
'
21.85'
2.56'
98.70'
11.32'
10.69'
5
1
.
8
1
'
5
3
.
2
4
'
91.27'
4.91'
69.94'
123.39'5.02'
32.98'
101.86'
76.7 3 '
6 6.09'5 4 .8 9 '
1
3
1
.
0
9
'
9
6
.
4
1
'
4 2 .7 9 '
6
2.24'
5
7
.
3
8
'
17.10'
6 6 .3 4 '
1 6 2 .9 8 '
4 6 .2 0 '
1 2 1 .2 6 '
22.24'
2.20'
78.86'
13.74'
29.08'
96.93'
5 3 .5 9 '
103.5
4
'
12.12'
7
9
.
2
6
'
12.04'
5
8
.
5
1
'
27.15'
5
3
.
5
9
'
4
1
.
0
9
'
13.73'
2 0 9 .9 8 '
38.44'
100.18'
75.26'75.59 '
4 2.29'
49.42'
81.39'
1
1
1.
6
6
'
1
7
5
.
9
1'
9
3
.
2
0
'
1
2
6
.
2
0
'
20.70'
28.87'
5
3
.
1
1
'
25.63'
13.67'
1 2 1 .4 7 '
9.73'
1 3 0 .5 5 '
0.87'
3.84'
20' DRAINAGE
ESMT
20' TYPE L BUFFERYARD
15' DRAINAGE
ESMT
15' DRAINAGE ESMT
15' DRAINAGE ESMT
15' DRAINAGE ESMT
15' DRAINAGE ESMT
15' DRAINAGE ESMT
15' DRAINAGE
ESMT
15' DRAINAGE
ESMT
R55.0'
R75.0'
10.65'
S
8
°
1
3
'
0
2
"
E
5
2
.
1
4
'
BLOCK 1
BLOCK 1
BLOCK 3
BLOCK 3
17.22'
7
0
.
1
8
'
5
5
.
3
2
'
6
2
.
1
0
'
42
.
0
6
'
19.28'
69
.
3
5
'
18.38'
2
0
6
.
4
2
'
7
9
.
4
8
'
5
6
.
7
0
'
43
.
7
4
'
38
.
5
8
'
10.95'
9
8
.
8
2
'
10.26'
3.43'
23.48'
111.68'
50.00'
35.58'
14.44'
213.68'
L1
L2
L3
L
4
L
5
L6
L
7
L
8
L
9
L1
0
L1
1
L1
2
L1
3
L1
4
L15
L16
L17
L18
L19
L20 L21L22
L23
L2
4
L2
5
L2
6
L2
7
L2
8
L2
9
L30 L31
L3
2
L33
L34L35
L36
L37
L38
L3
9
L4
0
L4
1
L
4
2
L
4
3
L
4
4
C
1
C
2
C
3
C
4
C
5
C
6
C
7
C
8
C
9
C
1
0
C
1
1
C
1
2
C
1
3
C14
C1
5 C16C17
C18
C
1
9
C
2
0
C
2
1
C
2
2
C23
C24C25
C26
C
2
7
C28
C
2
9
C30
C31
C32C33C34
C35
C36C
3
7
C
3
8
C
3
9
C
4
0
C
4
1
C
4
2
C
4
3
C
4
4
C4
5 C4
6
C4
7
C
4
8
C
4
9 C
5
0
C
5
1
C
5
2
C
5
3
RO
A
D
Line Table
Line
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
Bearing
N58° 45' 18"W
S32° 42' 02"W
N13° 45' 18"W
S13° 45' 18"E
S13° 45' 18"E
N7° 01' 40"E
S33° 20' 04"E
S17° 47' 00"E
N33° 43' 01"W
S1° 36' 18"W
S6° 44' 20"W
N3° 39' 29"E
S3° 39' 29"W
S3° 39' 29"W
N44° 10' 10"E
N44° 10' 10"E
N44° 10' 10"E
S76° 50' 25"E
S76° 50' 25"E
S76° 50' 25"E
S88° 50' 40"E
S88° 50' 40"E
S88° 50' 40"E
S2° 24' 29"W
S2° 24' 29"W
S2° 24' 29"W
S61° 07' 55"E
S61° 07' 55"E
N61° 07' 55"W
N90° 00' 00"E
N90° 00' 00"E
S0° 00' 00"E
N90° 00' 00"W
N90° 00' 00"W
N90° 00' 00"W
N71° 03' 33"W
N71° 03' 33"W
N71° 03' 33"W
N1° 21' 24"E
N1° 21' 24"E
N1° 21' 24"E
N11° 33' 36"W
N11° 33' 36"W
N11° 33' 36"W
Length
14.14'
13.80'
2.03'
53.78'
30.36'
35.33'
27.61'
114.81'
87.40'
13.68'
65.54'
82.32'
101.32'
88.63'
1.36'
37.69'
1.36'
27.14'
27.14'
27.14'
154.09'
154.09'
154.09'
292.32'
292.32'
290.34'
47.60'
88.48'
23.16'
8.77'
53.66'
23.73'
87.74'
87.74'
87.74'
100.57'
100.57'
3.33'
104.81'
104.81'
104.81'
53.02'
53.02'
53.02'
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
Length
36.27'
51.26'
85.34'
70.31'
109.76'
117.42'
112.27'
44.80'
26.89'
136.18'
252.89'
224.79'
27.76'
27.76'
71.68'
142.47'
146.66'
150.85'
382.24'
350.38'
318.53'
44.36'
60.09'
90.69'
100.77'
81.06'
42.82'
19.68'
266.18'
229.32'
259.89'
189.71'
198.35'
204.96'
211.57'
120.98'
179.51'
73.81'
252.78'
227.50'
91.31'
85.67'
90.17'
94.68'
262.62'
243.16'
223.71'
151.59'
125.84'
107.61'
211.93'
202.64'
103.85'
Radius
100.00'
150.00'
120.00'
1000.00'
180.00'
180.00'
300.00'
500.00'
500.00'
200.00'
180.00'
160.00'
20.00'
20.00'
200.00'
680.00'
700.00'
720.00'
240.00'
220.00'
200.00'
40.00'
40.00'
180.00'
200.00'
220.00'
40.00'
40.00'
55.00'
150.00'
170.00'
190.00'
600.00'
620.00'
640.00'
150.00'
75.00'
100.00'
200.00'
180.00'
220.00'
380.00'
400.00'
420.00'
270.00'
250.00'
230.00'
100.00'
100.00'
80.00'
140.00'
140.00'
80.00'
Delta
20°46'58"
19°34'45"
40°44'41"
4°01'42"
34°56'21"
37°22'30"
21°26'29"
5°08'03"
3°04'52"
39°00'47"
80°29'54"
80°29'54"
79°31'28"
79°31'28"
20°32'03"
12°00'15"
12°00'15"
12°00'15"
91°15'09"
91°15'09"
91°15'09"
63°32'24"
86°04'31"
28°52'05"
28°52'05"
21°06'42"
61°20'29"
28°11'43"
277°17'35"
87°35'31"
87°35'31"
57°12'26"
18°56'27"
18°56'27"
18°56'27"
46°12'37"
137°08'12"
42°17'24"
72°24'57"
72°24'57"
23°46'45"
12°54'59"
12°54'59"
12°54'59"
55°43'45"
55°43'45"
55°43'45"
86°51'21"
72°05'58"
77°04'11"
86°44'00"
82°55'57"
74°22'36"
Chord Bearing
N3°21'49"W
S23°32'41"E
S13°20'40"E
S15°46'09"E
N15°51'53"W
N15°01'46"W
N7°03'46"W
N4°10'19"E
S5°11'55"W
S15°50'54"E
S36°35'28"E
S36°35'28"E
N4°24'26"E
S83°55'54"W
S66°34'24"E
S82°50'33"E
S82°50'33"E
S82°50'33"E
N43°13'06"W
N43°13'06"W
N43°13'06"W
S29°21'43"E
S75°49'49"W
S75°33'58"E
S75°33'58"E
S71°41'17"E
N51°34'23"W
N75°54'08"E
N20°27'04"E
N46°12'14"E
N46°12'14"E
N61°23'47"E
S80°31'46"E
S80°31'46"E
S80°31'46"E
S85°50'09"W
S48°42'03"E
N1°16'40"W
S34°51'04"E
S34°51'04"E
S10°31'59"E
N5°06'06"W
N5°06'06"W
N5°06'06"W
S16°18'17"W
S16°18'17"W
S16°18'17"W
N47°50'40"W
S48°03'36"E
N45°34'30"W
S47°47'00"E
N49°41'01"W
S44°13'42"E
Chord Distance
36.07'
51.01'
83.55'
70.29'
108.07'
115.35'
111.61'
44.79'
26.88'
133.57'
232.60'
206.76'
25.58'
25.58'
71.29'
142.21'
146.39'
150.57'
343.10'
314.51'
285.92'
42.12'
54.60'
89.74'
99.71'
80.61'
40.81'
19.49'
72.68'
207.63'
235.31'
181.92'
197.45'
204.03'
210.61'
117.73'
139.63'
72.15'
236.29'
212.66'
90.65'
85.48'
89.98'
94.48'
252.39'
233.69'
215.00'
137.49'
117.70'
99.68'
192.27'
185.41'
96.71'
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C Copyright 2017, Adams
SHEET:
2017.171
FEBRUARY 2018
ST
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TBPE Registration #: F-1002
ENGINEER/CONSULTANT:
ADAMS ENGINEERING
8951 CYPRESS WATERS BLVD., SUITE 150
DALLAS, TEXAS 75019
CONTACT: DENNIS LANG, P.E.
PHONE: (817) 328-3200
EMAIL: dennis.lang@adams-engineering.com
LOCATED IN THE CITY OF
SOUTHLAKE TEXAS AND BEING
OUT OF THE JESSE G. ALLEN
SURVEY, ABSTRACT NO. 18,
TARRANT COUNTY, TEXAS
34.73 AC.
PROJECT
LOCATION
W SOUTH
L
A
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B
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BR
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VICINITY MAP
DATE: FEBRUARY 23, 2018
PRELIMINARY PLAT
STONY BROOK
APPLICANT/DEVELOPER:
DOLCE INVESTMENTS, LLC
TERRY HOLMES
225 E. STATE HIGHWAY 121, SUITE 120
COPPELL, TX 75019
PHONE: (214) 488-5200
EMAIL: terry@theholmesbuilders.com
R
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O
A
K
S
D
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J
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MICHAEL DR
DA
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B
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NA
P
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S
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OWNER: 400 BROCK DRIVE
MARGARET J. HANEY
400 BROCK DRIVE
SOUTHLAKE, TX 76092
OWNER: WIESMAN TRACT
SANDRA BAGWELL
232 PR 1112
DECATUR, TX 76234
47 RESIDENTIAL LOTS
8 OPEN SPACE LOTS
SURVEYOR:
J.P.H. LAND SURVEYING, INC.
807 BLUEBONNET DRIVE, SUITE C
KELLER, TEXAS 76248
CONTACT: ROBERT W. BRYAN, R.P.L.S.
PHONE: (817) 431-4971
EMAIL: robertb@jphls.com
EXISTING ZONING: AG & SF1A
PROPOSED ZONING: RPUD
SITE DATA SUMMARY CHART
EXISTING
ZONING
EXISTING
LAND USE
PROPOSED
ZONING
NUMBER
OF LOTS
(RESIDENTIAL)
GROSS
ACREAGE
DENSITY-
DU/GROSS
ACRE
OPEN
SPACE
AREA %
OPEN
SPACE
ACREAGE
AG & SF1A
LOW & MEDIUM
DENSITY
RESIDENTIAL
RPUD 47 34.73 1.35 9.45 27.2%
AVERAGE
LOT SIZE
(s.f.)
20,087
ZA17-066
LEGEND
PEDESTRIAN ACCESS, DRAINAGE &
UTILITY EASEMENT
EMERGENCY ACCESS, PEDESTRIAN
ACCESS, DRAINAGE & UTILITY EASEMENT
PA,D,U ESMT
EA,PA,D,U ESMT
NOTE:
COMPLIANCE WITH THE PROVISIONS 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.
BENCHMARK
TEMPORARY BENCHMARK LOCATED ALONG SOUTH
LAKE BLVD. (F.M. 1709), AT THE NORTHWEST
PROPERTY CORNER DRIVE ISLE OF SOUTHLAKE
CHURCH OF CHRIST. 49.30' TO THE EAST OF
CENTER OF DRIVE ISLE
Elevation = 675.43'
TYPICAL LOT DETAIL
40' EA,PA,D,U ESMT
10' PA,D,U ESMT
2 31
30' BSL(TYP)
10' BSL(TYP)
10' BSL(TYP)
VARIES 20' TO 30' BSL(TYP)