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VICINITY MAP
NOT To SCALE
A B B R E V I A T 1 0 N S
W Continental Blrcl
Graphic Scale in Feet
0 50' 100' 150'
SCALE: 1 "=50'
P.R.T.C.T.
PUBLIC RECORDS OF TARRANT COUNTY, TEXAS
VOL.
VOLUME
PG.
PAGE
DOC. NO.
DOCUMENT NUMBER
C.M.
CONTROLLING MONUMENT
IRF
IRON ROD FOUND
R.O.W.
RIGHT-OF-WAY
L E G E N D NOT To SCALE
0 BOUNDARY CORNER
O LOT CORNER
• EASEMENT CORNER
TRACT II-1.036 ACRES
C&T LAWNS, L.L.C.
DOC. NO. D209073335
P.R.T.C.T.
1/2" IRS w/CAP
"SPRY 5647"
O
O
04
LOT 9, BLOCK 3 W
SIENA PHASE THREE R
DOC. NO. D203167358 O
P.R.T.C.T.
O
2
5/8" IRF W/ CAP'
"PB&J INC."
(C.M.)
15' U.E.
VOL. 11077, PG.
P.R.T.C.T.
LOT LINE
TABLE
LINE
BEARING
DISTANCE
LL1
N
39'48'08"
E
32.14'
LL2
N
01 *20'18"
E
97.49'
LL3
S
88'27'02"
E
40.60'
LL4
N
69'36'02"
E
27.46'
LL5
S
20'23'58"
E
35.72'
LL6
S
65'23'58"
E
20.74'
253.51 '
15' J. E. \
VOL. 11077, PG. 255 \
P.R.T.C.T. \ \
LOT 7 \ \
31,204 SQ.FT. \ \
0.7163 ACRE \ \
N 89-07'06" W 234.86' \ \\
LOT 10, BLOCK 3 PASSING�T 2s
SIENA PHASE THREE A 5/8" IR� W/
DOC. NO. D203167358 "PB&J INC.\
P.R.T.C.T. 15' u.E.
VOL. 11077, PG. 230
P.R.T.C.T. I
I
N 0 T E S
All bearings shown hereon are based on the Texas Coordinate System of 1983, North Central Zone.
2. Unless otherwise noted, all boundary and/or lot corners for the subject property shown hereon are 1/2" iron
rods set with a cap stamped "SPRY 5647".
3. According to the Flood Insurance Rate Map No. 48439CO090L, published by the Federal Emergency Management
Agency, dated: March 21, 2019, and Flood Insurance Rate Map No. 48439CO095K, published by the Federal
Emergency Management Agency, dated: September 25, 2009 a portion of the surveyed property shown hereon
lies within the special flood hazard area designated as Zone"AE", inundated by the 100-year flood. A portion
also lies within the special flood hazard area designated as shaded Zone "X", defined as areas between the
limits of the 100-year flood and the 500-year flood; or certain areas subject to 100-year flooding with
average depths of less than one (1) foot or where the contributing drainage area is less than one (1) square
mile; or areas protected by levees from the base flood; further, local permitting agencies may require actual
topographic support data for final determination of flood limits regarding construction permits. Additionally a
portion lies within the Floodway Area in Zone "AE". The Floodway is the channel of a stream plus any adjacent
floodplain areas that must be kept free of encroachment so that the 1 % annual chance flood can be carried without
substantial increases in the flood height. further, local permitting agencies may require actual topographic support data
for final determination of flood limits regarding construction permits.
4. On the issue date of this survey the surveyed property shown hereon is zoned L1 & L2 (Light & Heavy
Industrial) according to the City of Southlake zoning ordinance maps. Refer to said zoning ordinance for
minimum and maximum setback requirements.
EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
EL1
S 89'43'20" W
112.49'
EL2
N 89'43'20" E
129.38'
EL3
S 00*16'40" E
12.07'
EL4
S 89'43'20" W
10.00'
EL5
N 00*16'40" W
9.15'
EL6
S 45*16'40" E
15.74'
EL7
S 00*16'40" E
85.36'
EL8
S 45*16'40" E
5.37'
EL9
N 89'43'20" E
146.70'
EL10
I S 89'43'20" W
152.92'
EL11
1 N 45*16'40" W
17.80'
EL12
N 00'16'40" W
85.36'
EL13
N 45*16'40" W
3.92'
EL14
S 89'43'20" W
5.01'
EL15
S 00*16'40" E
43.50'
EL16
S 89'43'20" W
10.00'
EL17
I N 00*16'40" W
43.50'
EL18
N 00*16'40" W
16.00'
EL19
N 89'43'20" E
10.00'
EL20
S 00*16'40" E
16.00'
1.040 ACRE
RBJH REAL ESTATE, LLC
DOC. NO. D218040110
P.R.T.C.T.
,I
-I
ry lrn �
, LOT 11, BLOCK 3
SIENA PHASE THREE 4)IW
5' DRAINAGE EASEMENTT
(BY THIS PLAT)
N
J
J
15.01' _
0.65' EL68
EL67
009
N LL3
EASEMENT LINE TABLE
CONTINUED
LINE
BEARING
DISTANCE
EL21
N
00-16'40"
W
11.00'
EL22
N
89'43'20"
E
10.0V
EL23
S
00*16'40"
E
11.00'
EL24
S
44'43'20"
W
4.34'
EL25
N
45*16'40"
W
10.00'
EL26
N
44'43'20"
E
8.62'
EL27
S
89'43'20"
W
9.74'
EL28
S
00*16'40"
E
18.39'
EL29
N
69'36'02"
E
9.85'
EL30
N
20'23'58"
W
10.00'
EL31
S
69'36'02"
W
9.85'
EL32
N
69'36'02"
E
9.00'
EL33
N
20'23'58"
W
10.00'
EL34
S
69'36'02"
W
9.00'
EL35
N
69'36'02"
E
9.85'
EL36
N
20'23'58"
W
10.00'
EL37
S
69'36'02"
W
_9. _85'
EL38
N
69'36'02"
E
13.64'
EL39
N
20'23'58"
W
10.00'
EL40
S
69'36'02"
W
5.32'
FORvIERLY BLOCK A, TIFFANY ACR S
VOL. 388-121, PG. 33
VACAT D VOL. 10023, PG. 1625 P.R.F.C.T.
0.558 ACRE
K & B PROPERTIES, L.P.
DOC. NO. D215217904
P.R.T.C.T.
S 88'33'30" E 835.72'
314.22'
SANITARY SEWER &
DRAINAGE EASEMENT
(BY THIS PLAT)
EASEMENT LINE TABLE CONTINUED
LINE
BEARING
DISTANCE
EL41
N 89'43'20" E
312.10'
EL42
N 00-16'40" W
15.00'
EL43
S 89'43'20" W
317.59'
EL44
S 00*16'40" E
94.24'
EL45
S 89'23'37" E
85.76'
EL46
N 44'43'20" E
43.85'
EL47
N 00-16'40" W
167.89'
EL48
N 89'43'20" E
15.00'
EL49
S 00*16'40" E
174.11'
EL50
I S 44*43'20" W
56.41'
EL51
N 00*16140" W
97.56'
EL52
N 89'43'20" E
12.52'
EL53
S 67'46'40" E
50.21'
EL54
N 89'43'20" E
50.89'
EL55
N 29'43'20" E
56.59'
EL56
S 60*16'40" E
15.00'
EL57
S 29'43'20" W
65.25'
EL58
S 89'43'20" W
62.53'
EL59
N 67'46'40" W
32.44'
EL60
S 77*54'13" W
39.79'
EASEMENT LINE TABLE
CONTINUED
LINE
BEARING
DISTANCE
EL61
N
89'43'20"
E
22.50'
EL62
S
77'53'57"
W
169.55'
EL63
S
50*53'17"
W
69.87'
EL64
N
5116'22"
E
78.46'
EL65
N
77'54'29"
E
170.85'
EL66
N
20'23'58"
W
56.53'
EL67
S
89'43'20"
W
74.64'
EL68
N
89'43'20"
E
68.72'
EL69
N
20'23'58"
W
4.79'
EL70
N
89'43'20"
E
77.29'
MICHAEL DRI VE
(50' R. 0. W.)
JOSEPH PENNINGTON, INC.
DOC. NO. D216069776
P.R.T.C.T.
582.21
LOT 1
54,408 SQ.FT.
1.2490 ACRES
24' FIRELANE, DRAINAGE,
& UTILITY EASEMENT
r (BY THIS PLAT)
_ N 8943'20" E 230.89' IL EC6
N RA'4.3'9n" F- .3.3.9.34'
EASEMENT CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
EC1
30.00'
12.91'
12.81'
N 77'57'06" W
24'39'08"
EC2
30.00'
47.12'
42.43'
S 44'43'20" W
90'00'00"
EC3
54.00'
84.82'
76.37'
S 44'43'20" W
90*00,00"
EC4
54.00'
65.86'
61.85'
N 55*20'19" W
69'52'42"
EC5
54.00'
103.79'
88.53'
N 34'39'41" E
110*07'18"
EC6
54.00'
50.17'
48.38'
S 63'39'51" E
53'13'37"
EC7
30.00'
27.87'
26.88'
S 63'39'51" E
53'13'37"
EC8
30.00'
12.71'
12.62'
N 77'34'55" E
24*16'51"
EC9
30.00'
47.12'
42.43'
S 45*16'40" E
90100'00"
EC10
30.00'
47.12'
42.43'
1 S 44'43'20" W
90'00'00"
EC11
30.00'
36.59'
34.36'
N 55*20'19" W
69'52'42"
EC12
30.00'
57.66'
49.19'
N 34'39'41" E
110'07'18"
FENCE POST
CORNER
103 15'
15' DRAINAGE EASEMENT
(BY THIS PLAT)
WATER EASEMENT
(BY THIS PLAT) /
�`52 �/ �`)/ c
S,3 EL54 h
�%�2 N 89 43'20" E 230.89' c�'0+9?• �, 00
EL40 EL26 Cj 10.00
M WATER EASEMENT 10.94'
rn EL39 r---- -_�
\ 14.25' EU3 L- - - - - (BY THIS PLAT) S 10.47'��
- WATER EASEMENT _
i6 37 (BY THIS PLAT) EL24 5.96 67
EL 10' TRI-COUNTY ELECTRIC
o EL36 CO-OPERATIVE INC. R.O.W. EASEMENT LOT 3 c6 �M'�v
O L35 VOL. 9300, PG. 949 P.R.T.C.T. I� I
(ABANDONED BY THIS PLAT) 41,244 SQ.FT. IT
10 Z 0.9468 ACRE
1 I rf LLL EL23
EL2 ECS
32.93' 10.00' 23.00' 53.74'
N 89'43'20" E 179.00'
EL
5 WATER EASEMENT
(BY THIS PLAT)
iID ip-N op I 15' BUFFER EASEMENT
24' FIRELANE, DRAINAGE, 6 965 ACRES
(BY THIS PLAT)
& UTILITY EASEMENT
(BY THIS PLAT)
o N .
' j BLOCK 1
EL43
6.00'I
6.39'
U`
9.00'
LOT 2
D N 89'43 20 E
307.90
9.59'
�+
EL41
s'
41
I w
57,424 SQ.FT.
LOT 6
U' o �3Ar EL33
N E
Z\
15' DRAINAGE EASEMENT
O
Ito
1.3183 ACRES
57 223 SQ.FT.
0 o WATER EASEMENT
N N 0 (BY THIS PLAT)
(BY THIS PLAT) O
TRACT ONE cn
� to
to
1.3137 ACRE
w E�32
o
(OPEN SPACE LOT)
rn, w�� N
LOT
4 MEL-MAR
p
IO
24' FIRELANE, DRAINAGE,
(DRAINAGE EASEMENT)
`Co U, `� EL3� EL30
�' '\N
36 931
SQ.FT. PROPERTIES, LLC.
(n
& UTILITY EASEMENT
(BY THIS PLAT)
m � o
O.H478
ACRE DOC. N0. D21504992
p0
c,o �_ o_ L29
E
P.R.T.C.T.
_
N
N
DOC. NO. D203167358 "PIS N �\ WATER EASEMENT
O Q 24' FIRELANE, DRAINAGE, (BY THIS PLAT) L27 ^ 3'981
P.R.T.C.T. OIL SANITARY SEWER &��+ \ CID.'� r & UTILITYTHIS PLAT) Na
Na /p1�
DRAINAGE EASEMENT �F. I N �G
^1 20' D.E. (BY THIS PLAT) 0'>> LS 8943'20" W 168.42' -
21 VOL. 15882, PG. 41 6.39' EL61 �- - - - - - �2 g913. 0'� 6,
P R T C T N 8 °43'20" E 260 27' 5.65
EL48
1
I 5.37' EL 13
��
JR.'
10.00' 158.56'� QIEL6, r S 8943'20" W 168.42' EL14 15' WATER EASEMENT
(BY THIS PLAT)
- -----J0.7I I 10' WATER EASEMENT n1 m15' DRAINAGE EASEMENT
W vIARK STANFIELD cn (BY THI� PLAT) Vv (BY THIS PLAT)
COMMON AREA NO. 1 I EL62 DOC. NO. D206OT 5 rn mSIENA PHASE THREE �%L16 2457 SQ.FT.6DOC. NO. D203167358 ' 15' SANITARY SEWER EASEMENT O.5 29 ACREP.R.T.C.T. g ;647"
' / 6�J (BY THIS PLAT) 11
UFFER EASEMENT EL9 AY THIS PLAT) - - - - -
1/2" IRS wCAP /
"SPRY 15. 250.61' 217.78'
1/2" IRF BEARS
10'50' W-4.42' \ \ APPARENT GAP APPARENT GAP N 89�23'37" W 667.90' 5.25' 101.63' 77.40 P. B'
\
\
LOT
LOT 12, BLOCK 3
SIENA PHASE THREE
E.
DOC. NO. D203167358 15' , P
V0. 11077, PG.
P. R. T. C. T. P.R.T.C.T.
20' ROAD EASEMENT
VOL. 5442, PG. 903 P.R.T.C.T. AREA IN CONFLICT
MODIFIED VOL. 13551, PG. 50 670 SQ. FT
LOT 11 R P.R.T.C.T.
J.G. ALLEN NO. 18 ADDITION (ABANDONED BY THIS PLAT)
DOC. NO. D2110479989 P.R.T.C.T.
1/2" IRF( .M.)
19.65'
9.73'
0C
J�E
d
ol�
m N
�\_
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0
15.00' LL
PASSING AT 4P8.19' A
1/2" IRF w/C P "RPLS 4818"
7.19'
1 V
I
12.87' R.O.W. DEDICATION
NO. D21104798 P.R.T.C.T.
GREENBRIAR DRIVE
(56' R. 0. W.)
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OWNER'S DEDICATION
STATE OF TEXAS
COUNTY OF TARRANT
WHEREAS, Mel -Mar Properties, LLC., Mark W. Stanfield and Melva G. Stanfield, are the owners of all that certain
6.965 acres of land, by virtue of the deed for Tract One recorded in Document Number D215049929, and the
deed for 0.75 acre recorded in Document Number D206079530 in the Public Records of Tarrant County, Texas
(P.R.T.C.T.), in the J. G. Allen Survey, A-18, City of Southlake, Tarrant County, Texas, and more particularly
described by the metes and bounds as follows: (all bearings shown hereon are based on the Texas Coordinate
System of 1983, North Central Zone)
BEGINNING at a 1/2" iron rod found for the southeast corner of said Tract One, common to the southeast corner
of the herein described tract, in the west right-of-way line of Davis Boulevard (120' Right -Of -Way);
THENCE North 89° 23' 37" West - 667.90' to a 1/2" iron with a cap stamped "SPRY 5647" set for the southwest
corner of the herein described tract, common to the southwest corner of said Tract One, in the east line of Block
3, Siena Phase Three, recorded in Document Number D203167358 P.R.T.C.T., from which a found 1/2" iron rod
bears South 10' 50' West - 4.42';
THENCE North 10' 50' 05" East passing at a distance of 267.43', a 5/8" iron rod with a cap stamped "PB&J
INC." found for the southeast corner of Lot 10, of said Block 3, Siena Phase Three, and continuing for a total
distance of 323.92' (called 321.49'), to a point for corner of the herein described tract, common to the northeast
corner of said Lot 10, Block 3, Siena Phase Three (falls in creek);
THENCE North 89° 07' 06" West - 234.86' to a 5/8" iron rod with a cap stamped `PB&J INC." found northwest
corner of Lot 10, Block 3, Siena Phase Three, in the east line of Lot 9, of said Block 3, Siena Phase Three;
THENCE North 01° 57' 06" East - 125.00' along the east line of said Lot 9, Block 3, Siena Phase Three, to a
1/2" iron rod with a cap stamped "SPRY 5647" set for the northwest corner of the herein described tract, in the
south line of Tract II - 1.036 acre described in the deed to C&T Lawns, LLC., recorded in Document Number
D209073335 P.R.T.C.T.;
THENCE South 88' 33' 30" East - 835.72' to a fence corner post found for the northeast corner of the herein
described tract, common to the southeast corner of the tract of land described in the deed to Joseph
Pennington, Inc., recorded in Document Number D216069776 P.R.T.C.T., in the west right-of-way line of said Davis
Boulevard;
THENCE South 00' 16' 40" East - 432.74' along the west right-of-way line of said Davis Boulevard, to the POINT
OF BEGINNING and containing 6.965 acres of land.
NOW THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS:
THAT, We, Mel -Mar Properties,
LOT
LOT 12, BLOCK 3
SIENA PHASE THREE
E.
DOC. NO. D203167358 15' , P
V0. 11077, PG.
P. R. T. C. T. P.R.T.C.T.
20' ROAD EASEMENT
VOL. 5442, PG. 903 P.R.T.C.T. AREA IN CONFLICT
MODIFIED VOL. 13551, PG. 50 670 SQ. FT
LOT 11 R P.R.T.C.T.
J.G. ALLEN NO. 18 ADDITION (ABANDONED BY THIS PLAT)
DOC. NO. D2110479989 P.R.T.C.T.
1/2" IRF( .M.)
19.65'
9.73'
0C
J�E
d
ol�
m N
�\_
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0
15.00' LL
PASSING AT 4P8.19' A
1/2" IRF w/C P "RPLS 4818"
7.19'
1 V
I
12.87' R.O.W. DEDICATION
NO. D21104798 P.R.T.C.T.
GREENBRIAR DRIVE
(56' R. 0. W.)
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OWNER'S DEDICATION
STATE OF TEXAS
COUNTY OF TARRANT
WHEREAS, Mel -Mar Properties, LLC., Mark W. Stanfield and Melva G. Stanfield, are the owners of all that certain
6.965 acres of land, by virtue of the deed for Tract One recorded in Document Number D215049929, and the
deed for 0.75 acre recorded in Document Number D206079530 in the Public Records of Tarrant County, Texas
(P.R.T.C.T.), in the J. G. Allen Survey, A-18, City of Southlake, Tarrant County, Texas, and more particularly
described by the metes and bounds as follows: (all bearings shown hereon are based on the Texas Coordinate
System of 1983, North Central Zone)
BEGINNING at a 1/2" iron rod found for the southeast corner of said Tract One, common to the southeast corner
of the herein described tract, in the west right-of-way line of Davis Boulevard (120' Right -Of -Way);
THENCE North 89° 23' 37" West - 667.90' to a 1/2" iron with a cap stamped "SPRY 5647" set for the southwest
corner of the herein described tract, common to the southwest corner of said Tract One, in the east line of Block
3, Siena Phase Three, recorded in Document Number D203167358 P.R.T.C.T., from which a found 1/2" iron rod
bears South 10' 50' West - 4.42';
THENCE North 10' 50' 05" East passing at a distance of 267.43', a 5/8" iron rod with a cap stamped "PB&J
INC." found for the southeast corner of Lot 10, of said Block 3, Siena Phase Three, and continuing for a total
distance of 323.92' (called 321.49'), to a point for corner of the herein described tract, common to the northeast
corner of said Lot 10, Block 3, Siena Phase Three (falls in creek);
THENCE North 89° 07' 06" West - 234.86' to a 5/8" iron rod with a cap stamped `PB&J INC." found northwest
corner of Lot 10, Block 3, Siena Phase Three, in the east line of Lot 9, of said Block 3, Siena Phase Three;
THENCE North 01° 57' 06" East - 125.00' along the east line of said Lot 9, Block 3, Siena Phase Three, to a
1/2" iron rod with a cap stamped "SPRY 5647" set for the northwest corner of the herein described tract, in the
south line of Tract II - 1.036 acre described in the deed to C&T Lawns, LLC., recorded in Document Number
D209073335 P.R.T.C.T.;
THENCE South 88' 33' 30" East - 835.72' to a fence corner post found for the northeast corner of the herein
described tract, common to the southeast corner of the tract of land described in the deed to Joseph
Pennington, Inc., recorded in Document Number D216069776 P.R.T.C.T., in the west right-of-way line of said Davis
Boulevard;
THENCE South 00' 16' 40" East - 432.74' along the west right-of-way line of said Davis Boulevard, to the POINT
OF BEGINNING and containing 6.965 acres of land.
NOW THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS:
THAT, We, Mel -Mar Properties,
LLC., do
hereby adopt this plat designating the herein
before described real
property as Lots 1-7, Block 1,
Wheelhouse
Addition, an addition to the City of Southlake,
Tarrant County, Texas,
and we do hereby dedicate the
rights of way, streets, alleys, parks and easements shown
thereon to the publics'
use unless otherwise noted. This
plat does
not alter or remove existing deed restrictions or covenants, if any, on
the property.
LAND USE SCHEDULE
OPEN
EXISTING
EXISTING
PROPOSED
NUMBER
GROSS
SPACE
LAND USE
ZONING
ZONING
OF LOTS
ACREAGE
AREA / %
MIXED
AG & 1-1
S-P-1 &
7
6.965
120,725 SF
USE
1-1
39.8%
SURVEYOR: Spry Surveyors, LLC
8241 Mid -Cities Blvd., Ste.102
North Richland Hills, TX 76182
Phone: 817-776-4049
Firm Reg. No. 10112000
ENGINEER: DeOtte, Inc.
420 Johnson Road, Ste. 303
Keller, TX 76248
Phone: 817-337-8899
OWNER: Mel -Mar Properties, LLC.
318 Pebblebrook
Grapevine, TX 76051
A PRELIMINARY PLAT OF
LOTS 1-7, BLOCK 1
WHEELHOUSE ADDITION
AN ADDITION TO THE CITY OF SOUTHLAKE, BEING TRACT ONE
CONVEYED TO MEL-MAR PROPERTIES, LLC, RECORDED IN DOCUMENT
NUMBER D215049929 AND THE 0.75 ACRE TRACT CONVEYED TO
MARK W. AND MELVA G. STANFIELD, RECORDED IN DOCUMENT
NUMBER D206079530 IN THE PUBLIC RECORDS OF
TARRANT COUNTY, TEXAS, WHICH IS 6.965 ACRES
IN THE J. G. ALLEN SURVEY, A - 18
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SPRY PROJECT NO. 115-001-30
DATE: JANUARY 2020
TREES TO REMAIN
Tree #
Size & Species
403
21" CEDAR
420
7" OAK
421
12" OAK
422
10" OAK
423
7" OAK
424
9" OAK
425
17" OAK
426
12" OAK
427
14" 12" OAK
431
10" 10" OAK
528
24" OAK
529
9" OAK
530
18" OAK
531
29" OAK
617
15" OAK
TREES TO REMAIN
Tree #
Size & Species
618
10" OAK
619
30" OAK
620
6" OAK
621
12" OAK
622
8" OAK
623
21" OAK
624
6" OAK
625
14" 8" 8" OAK
627
12" OAK
629
8" OAK
630
18" 12" OAK
631
12" 9" OAK
632
7" 6" OAK
633
8" OAK
634
5" OAK
TREES TO REMAIN
Tree #
Size & Species
635
7" OAK
636
11" OAK
637
5" OAK
638
7" OAK
639
7" OAK
640
8" 9" OAK
641
12" CEDAR
642
13" OAK
643
15" CEDAR
644
10" 9" OAK
645
8" CEDAR
646
20" OAK
647
7" OAK
648
8" CEDAR
649
6" OAK
TREES TO REMAIN
Tree #
Size & Species
650
7" CEDAR
651
13" CEDAR
652
6" CEDAR
653
7" OAK
654
10" OAK
655
15" OAK
656
15" CEDAR
657
6" CEDAR
658
5" OAK
659
6" OAK
660
5" OAK
661
12" OAK
662
9" 7" OAK
663
7" OAK
664
36" OAK
TREES TO REMAIN
Tree #
Size & Species
665
7" OAK
666
29" OAK
667
14" OAK
668
21" OAK
669
8" OAK
670
8" CEDAR
671
8" CEDAR
672
8" OAK
673
9" OAK
674
10" CEDAR
675
8" OAK
676
21" OAK
677
5" OAK
678
7" CEDAR
679
8" OAK
TREES TO REMAIN
Tree #
Size & Species
680
6" OAK
681
10" OAK
682
7" OAK
683
11" OAK
684
6" OAK
685
4" OAK
686
4" OAK
687
4" OAK
688
5" OAK
689
7" OAK
690
13" OAK
691
4" OAK
693
6" OAK
694
14" OAK
727
30" OAK
TREES TO REMAIN
Tree #
Size & Species
728
10" OAK
729
7" OAK
730
8" OAK
731
24" OAK
732
6" CEDAR
733
29" OAK
739
19" TREE
741
7" OAK
742
26" OAK
743
21" OAK
744
16" OAK
745
9" OAK
746
9" OAK
747
8" OAK
748
7" OAK
TREES TO REMAIN
Tree #
Size & Species
749
16" OAK
750
10" CEDAR
751
10" CEDAR
752
16" CEDAR
753
24" OAK
754
9" OAK
755
9" OAK
756
11" OAK
757
10" OAK
758
12" OAK
759
24" OAK
760
13" OAK
761
10" OAK
763
24" OAK
764
5" OAK
TREES TO REMAIN
Tree #
Size & Species
765
7" CEDAR
769
54" OAK
770
13" OAK
771
19" OAK
775
39" OAK
776
32" OAK
777
9" OAK
778
5" OAK
779
10" OAK
780
10" OAK
can 1 LOT 3, BLOCK A
I I I
TIFFANY ACRF�
TREES TO BE REMOVED
Tree #
Size & Species
404
6" CEDAR
405
24" OAK
406
21" OAK
407
34" OAK
408
18" OAK
428
15" OAK
429
6" 6" OAK
430
9" 13" OAK
439
36" OAK
440
28" OAK
450
31" OAK
453
23" OAK
454
8" 6" 6" OAK
461
31" OAK
462
36" OAK
TREES TO BE REMOVED
Tree #
Size & Species
463
36" OAK
464
20" OAK
465
27" OAK
466
19" OAK
467
21" OAK
477
36" OAK
478
10" OAK
479
22" OAK
480
54" OAK
488
30" OAK
489
24" OAK
490
22" OAK
501
30" OAK
502
36" OAK
503
30" OAK
TREES TO BE REMOVED
Tree #
Size & Species
504
36" OAK
505
10" OAK
506
10" OAK
507
12" OAK
508
12" OAK
509
41" OAK
510
9" OAK
511
9" OAK
512
9" OAK
513
15" OAK
514
12" OAK
515
11" OAK
516
11" OAK
517
13" CEDAR
518
13" OAK
TREES TO BE REMOVED
Tree #
Size & Species
519
8" OAK
520
13" OAK
521
12" 11" CEDAR
522
18" CEDAR
523
12" CEDAR
524
10" OAK
525
15" CEDAR
526
10" CEDAR
527
11" CEDAR
740
24" TREE
766
6" OAK
767
7" OAK
768
8" OAK
772
22" OAK
773
27" OAK
TREES TO BE REMOVED
Tree #
Size & Species
1
774
29" OAK
F M 1109 cn
Q
0
MICHAEL
SITE
UNION CHUR H
0 15 30 60
( IN FEET )
1 INCH = 30 FT
LEGEND
TREE TO REMAIN
TREE TO BE REMOVED
■ ■ ■ ■ ■ ■I TREE PROTECTION FENCE
E BM #52 TREE PRESERVATION CALCULATIONS
Q O
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Lu =
J
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O3:
m w
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U)rr
m
Q
Q
S1 TE BM #51
TOTAL EXISTING CANOPY
REQUIRED CANOPY PRESERVATION
PRESERVED CANOPY
REMOVED CANOPY
LOT 7
TOTAL EXISTING CANOPY
REQUIRED CANOPY PRESERVATION
PRESERVED CANOPY
REMOVED CANOPY
102,075 S.F.
45,525 S.F. (44.6%)
47,542 S.F. (46.6%)
54,533 S.F. (53.4%)
10,607 S.F.
10,607 S.F. (100.0%)
10,607 S.F. (100.0%)
0 S.F. (0.0%)
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BENCHMARKS:
SITE BM #51
"X" IN CONCRETE
ELEV = 634.21
SITE BM #52
"X" IN CONCRETE
ELEV = 640.25
0
0
0
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Lu
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CITY CASE NO. ZAXX-XXXX L. o
1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS
2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR SITE
DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION)
3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION
ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT.
4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
ADJUSTMENTS TO THIS PLAN
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NOTES:
1. THIS DEVELOPMENT WILL DISCHARGE DIRECTLY INTO A FEMA REGULATED FLOODPLAIN (STREAM BB-9). THE TOTAL
AFFECTED AREA IS APPROXIMATELY 7.0 ACRES. THE UPSTREAM WATERSHED OF BB-9 IS APPROXIMATELY 902
ACRES (1.41 SQUARE MILES). THIS SITE REPRESENTS APPROXIMATELY 0.78% OF THE UPSTREAM WATERSHED OF
BB-9 WHICH IS MUCH LESS THAN THE 10 PERCENT THRESHOLD OF THE "10 PERCENT RULE" AS DEFINED BY
NCTCOG'S iSWM. THEREFORE IT IS DETERMINED THAT THIS DEVELOPMENT WILL HAVE NO SIGNIFICANT IMPACT ON
THE FLOW OF BB-9 WHETHER DETENTION IS PROVIDED OR NOT. DETENTION IS NOT RECOMMENDED FOR THIS SITE.
_ILL y �
I(� �� 1 � � 1 I \ � (\ � I �11�1 I�IIIO1� ��� � � �� �'� `� w _ •/ 1 � �32
I
LEGEND
NAME
DRAINAGE AREA LABEL
AC Q 10
FLOW ARROW (POST -PROJECT)
MEN! IIIIIIII MEN! DRAINAGE DIVIDE
501 EXISTING CONTOUR MINOR
-500- - EXISTING CONTOUR MAJOR
RATIONAL METHOD RUNOFF CALCULATIONS
DRAINAGE AREAS - EXISTING
Desig.
Area (AC)
Description
'C' Value
T, (Min)
I1(IN/HR)
Q1(CFS)
110 (IN/HR)
Q10 (CFS)
1100 (IN/HR)
Q100(CFS)
OS-1
1.2
COMMERCIAL
0.90
10
4.06
4.4
6.51
7.0
9.24
10
OS-2
0.20
COMMERCIAL
0.90
10
4.06
0.7
6.51
1.2
9.24
1.7
A-1
6.71
CALC
0.44
15
3.32
9.8
5.53
16.3
7.98
23.6
A-2
0.31
UNDEV
1 0.30
1 15
1 3.32
1 0.3
1 5.53
1 0.5
1 7.98
0.7
DP -A
8.11
CALC
0.52
15
3.32
14.0
5.53
23.3
7.98
34
DP-B
902
FIS
NA
NA
I NA
NA
NA
1700
NA
2650
*A-1 is 24% (C=0.9) paved and 76% undeveloped (C=0.3)
0 25 50 100
( IN FEET )
1 INCH = 50 FT
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M ...I � ���
L t
1
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�IFFANYA, J I III 1 V (t \I� 1 64Z
�S I (� � \ � \ � � �OT 3, BLOCK A � � 6, � �
VOL. 388-121, PG. 33 LOT 2, BLOCK A �� �� o I
P.R. T. C. T. ` N6� �c 9 I M, O� \ VOL. 388-121, PG. 33 �� L 1, BLOCf
I(
EX ZONING = AG _aJ / i f
V I � � � � ��T l38 R. T.C.C�� �� � \ TIFFANY ACRES � �1 ` T/F�ANY ACRE'S OS-2
1 / 11 III � \ � �\ �
Q=EDlt71G1/T� RESIDENTL �� A \ \EX ZONIA�G = AG V P.R. T.C. T. VOL. 38$-121, PG. �3 � I
I \ L_LL� -�L00 LAIN ! EX�ONllypp SAG P. . T.C. T.
- _ / \ \ \ - - L- I�-D. _m1 xLb uw / EX ZONING = AG
-- / � \ � �L 1 10' UTILITY EASEMENT s ' ' _ 0.2 1.7 \ � 646-,�
LOT 9, BLOCKS 3 - - - - ED�15E
J -
SIENA PHASE THREE � �- -� � ' � - � ~ - � \ � 1 �� /j � - - T
CAB. A SLIDEI B352 ��' I11\ I II 11 J �/ II I 645
o � o o° o 0
I � PA T. C. T. A
X ZONING = Sf 2¢A �< \ 1 II I \ /
�o
L.U.D. = MEDI M�� 1 I )III\1 \ II �/ ��
DENSITY RESIDENTIAL 1111I I II1\ ~ / / 11- ��9� ^ f l l 644
o �
647
V �l
\\LOT la BLOCK 3 \ \~ �1 \\ �4 \ x
V �� P�H�IDE
THK(7EE \ \ 7 V 1 6 0
A A, 83 2 0 11�1 U� ART /6 AIN r 1 v v. T-/ i O AR ��� L
l I EX 7NtNG-, SF20'A �
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1 0 LVU.D. FLOOD PAIN S // ( / 1 l I �7 63 `r
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F M 1709 r)
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MICHAEL
SITE
UNION CHUR H
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BENCHMARKS:
SITE BM #51
"I IN CONCRETE
ELEV = 634.21
SITE BM #52
"X" IN CONCRETE
ELEV = 640.25
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V ( P CAB. A, SLIDE 835 / f /' ���� ) 1 \ o l \
( P. R. T. C. T. ( / / L / 1 A 7 A r LO CID
Q
EX ZONING = SF'2(� p �// / / �� \ \ Z �� ! l
' 1
V ( L.U.D. =FLOOD PL( 1�l I I� _ �^Q
ty 1
� %
I I � �r/ll -
oco -7
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COMMON AREA r / / 4 /► l 3
l I SIENA PHASE T14REE� A 2 �
11 V I I ZCAB. 4, SLIDE 8J5� �(/ l (l N 1 �������lt \ 1 i
PAR. TI- T r I - /�! � ��\� ( \ - v �� �� o (� 0.31 0. 7
EX ZONINGSF20A 1 I ( 1 L. U L) =OOD PL-AIn- �I I\ 5 \VV�i , I ✓ \\\V\ \ V 1 I ( � 4
J ? \ 1
\ V� ; A\ /�VAL/f /// / L�✓Vy9 DI
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Ask
CITY CASE NO. ZAXX-XXXX 0
1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS
2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR SITE
DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION)
3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION
ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT.
4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
ADJUSTMENTS TO THIS PLAN
i
A
L
VUL. JtPb-7L7, l-U. J-5
P. R. T C. T.
EX ZONING - AG
L.U.D. = MEDIUM DENSITY RESIDENTIAL
RATIONAL METHOD RUNOFF CALCULATIONS
DRAINAGE AREAS - PROPOSED
Desig.
Area (AC)
Description
'C' Value
T, (Min)
I1(IN/HR)
Q1 (CFS)
Ilo (IN/HR)
Qlo (CFS)
Iloo (IN/HR)
Qloo(CFS)
OS-1
1.20
COMMERCIAL
0.90
10
4.06
4.4
6.51
7.0
9.24
10.0
OS-2
0.20
COMMERCIAL
0.90
10
4.06
0.7
6.51
1.2
9.24
1.7
A-1
0.24
COMMERCIAL
0.90
10
4.06
0.9
6.51
1.4
9.24
2.0
A-2
0.33
COMMERCIAL
0.90
10
4.06
1.2
6.51
1.9
9.24
2.7
A-3
0.33
COMMERCIAL
0.90
10
4.06
1.2
6.51
1.9
9.24
2.7
A-4
0.03
COMMERCIAL
0.90
10
4.06
0.1
6.51
0.2
9.24
0.2
A-5
0.20
COMMERCIAL
0.90
10
4.06
0.7
6.51
1.2
9.24
1.7
B-1
0.21
COMMERCIAL
0.90
10
4.06
0.8
6.51
1.2
9.24
1.7
B-2
0.20
COMMERCIAL
0.90
10
4.06
0.7
6.51
1.2
9.24
1.7
B-3
0.20
COMMERCIAL
0.90
10
4.06
0.7
6.51
1.2
9.24
1.7
B-4
0.32
COMMERCIAL
0.90
10
4.06
1.2
6.51
1.9
9.24
2.7
B-5
0.23
COMMERCIAL
0.90
10
4.06
0.8
6.51
1.3
9.24
1.9
C-1
0.19
COMMERCIAL
0.90
10
4.06
0.7
6.51
1.1
9.24
1.6
C-2
0.29
COMMERCIAL
0.90
10
4.06
1.1
6.51
1.7
9.24
2.4
C-3
0.34
COMMERCIAL
0.90
10
4.06
1.2
6.51
2.0
9.24
2.8
D-1
0.29
COMMERCIAL
0.90
10
4.06
1.1
6.51
1.7
9.24
2.4
D-2
0.37
COMMERCIAL
0.90
10
4.06
1.4
6.51
2.2
1 9.24
3.1
D-3
0.08
COMMERCIAL
0.90
10
4.06
0.3
6.51
0.5
9.24
0.7
D-4
0.14
COMMERCIAL
0.90
10
4.06
0.5
6.51
0.8
9.24
1.2
D-5
0.29
COMMERCIAL
0.90
10
4.06
1.1
6.51
1.7
9.24
2.4
D-6
0.43
COMMERCIAL
0.90
10
4.06
1.6
6.51
2.5
9.24
3.6
E-1
0.05
COMMERCIAL
0.90
10
4.06
0.2
6.51
0.3
9.24
0.4
F-1
2.30
UNDEV
0.30
10
4.06
2.8
6.51
4.5
9.24
6.4
DP -A
8.41
CALC
0.74
10
4.06
25.1
6.51
40.3
9.24
57
DP-B
902
FIS
NA
NA
NA
NA
NA
1700
NA
2650
40- L° F AIYBLOCK A(RF A
� LOT 10, BLOCK 3 � loo YEAR \ \ / / l \ //OODPLAIN
SIFNA PHASE THREE �-
CAB. A, SLIDE 8352
P.R. T C. T. \ / I /j / �j/ j 00 YEAR I I
I EX ZONING = SF20A ��/ / // OODWAY 1 I
L.U.D. = FLOOD PLAIN I�,
C I I
\ I 1 11111111� \\\ 1 i / I
--
I
IN,
I �
i
/ ///I \ 60)
i
C \ \
LOT 11, BLOCK 3
SIFNA PHASE THREE
CAB. A, SLIDE 8352 I / / / I / V V A Q0I M
P.R. T. C. T.
EX ZONING = SF20A
L.U.D. =FLOOD PLAIN
co
co
- - - - - - - \
r � o) \-- \
oco
/ COMMON AREA #7
SIFNA PHASE THREE
/ CAB. A, SLIDE 8352
P.R.T.C.T // �
EX ZONING - SF20A 1 I (�\ ��
L.U.D. - FLOOD PLAIN /� I n \\� I\ /////
03
� � 7L�_�
\\\\\I I I I /�� / \ LOT 11R
JG ALL No 18 ADDITION
/ IN ST 211047989
TC
lG i // / / L.U.D. CS
FLOOB.PLAIN I
LOT 2, BLOCK A
TIFFANY ACRES
VOL. 388-721, PG, 33
P. R. T. C. T
EX ZONING = AG
i rr n - nervrn rr��
1
LEGEND
NAME
DRAINAGE AREA LABEL
AC Q 10
FLOW ARROW (POST -PROJECT)
DRAINAGE DIVIDE
501 EXISTING CONTOUR MINOR
-500- - EXISTING CONTOUR MAJOR
FLOW PATH FOR TC CALCS
LOT 1, BLOCK A ,
TIFFANY ACRES ,
VOL. 388-121, PG. 33
P_R.T(-T
;'
0 15 30 60
( IN FEET )
1 INCH = 30 FT
F M 1709 C/)
Q
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MICHAEL
SITE
UNION CHURCH
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BENCHMARKS:
SITE BM #51
"X" IN CONCRETE
ELEV = 634.21
SITE BM #52
"X" IN CONCRETE
ELEV = 640.25
0
0
0
0
0
Y
J
2
F_
0
W
C0
0
J
W
W
W
F_
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CITY CASE N O . ZAXX-XXXX 150
N 1!'1Tr Cam.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
ALL SEWER LINE SHALL BE SDR-35 PVC.
ALL WATER PIPE SHALL BE SDR-18 C-900.
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF
SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
ALL SEWER SERVICES ARE PRIVATE.
ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE METER
AND PUBLIC FROM THE METER TO THE WATER MAIN.
ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE FROM
DRAINAGE STRUCTURES AND SEWER SERVICES.
THE LOCATION OF EXISTING WATER AND SANITARY SEWER UTILITIES ARE
APPROXIMATE. FINAL ENGINEERING REVIEW AND COORDINATION MAY
RESULT IN SOME MINOR ADJUSTMENTS TO THIS PLAN.
ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 42"
UNLESS OTHERWISE NOTED OR EXPLICITLY APPROVED BY THE CITY
ENGINEER.
FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT LEAST 3'
BEHIND BACK OF CURB.
PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND
MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL.
INSTALL BACKFLOW PROTECTION (DOUBLE CHECK VALVE) FOR
SPRINKLER SYSTEM ON RISER.
LOT 3, BLOCK A
TIFFANY ACRES LOT 2, BLOCK A
VOL. 388-121, PG. 33 TIFFANY ACRES
P.R. T.C. T. VOL. 388-721, PG. 33 LOT 1, BLOCK A
EX ZONING = I AG P.R. T. C. Z TIFFANY ACRES
L.U.D. = FLOOD PLAIN I EX ZONING = AG I VOL. 388-121, PG. 33
LOT 70, BLOCK 3 \
SIENA PHASE THREE �- \
CAB. A, SLIDE 8352 J
P.R. T. C. T
EX ZONING = SF20A \ \
L.U.D. = FLOOD PLAIN
I
� I �
ol
1
I
LOT 11, BLOCK 3 I
SIENA PHASE THREE
CAB. A, SLIDE 8352
P.R. T C. T
EX ZONING = SF20A I II
L.U.D. = FLOOD PLAIN
I
COMMON AREA #1 I
SIENA PHASE THREE I
CAB. A, SLIDE 8352
P. R. T C. T.
EX ZONING = SF20A
L.U.D. = FLOOD PLAIN I
I
I
L. U. D. = MIXED USE
II
15' SANITARY
SEWER EASEMENT --- --- \
/ SANITARY SEWER \
& DRAINAGE
EASEMENT
Z
/ CONNECT TO
EX SSMH
LOT 71R
JG AL\�,o 8 ADDITION
047989
. T
CS
008,PLAIN
1
70' UTILITY
EA SEMEN T
P. R. T C. T
EX ZONING = AG
L. U. D. = MIXED USE
R
u
LEGEND
PROP. 8" WATER LINE
PROP. FIRE HYDRANT
PROP. SEWER MANHOLE
PROP. 8" SEWER LINE
PROP. CULVERT
EXIST. WATER MAIN
EXIST. SEWER MAIN
FIRE LANE
IF BM #52
a O
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LLI =
J
::) p
O§
m w
J
U) m
Q
aQ
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SITE BM #57
15' WATER LINE J
0 15 30 60
( IN FEET )
1 INCH = 30 FT
F M 1709
Q
p
MICHAEL
SITE
UNION CHUR H
•
U�
0
0
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w
W N
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00
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2
a
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ry
r BENCHMARKS:
SITE BM #51
"X" IN CONCRETE
ELEV = 634.21
SITE BM #52
"X" IN CONCRETE
ELEV = 640.25
A
A
A
A
0
U)
X
Lu
H
Y
Q
J
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H
0
W
U)
0
J
W
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0
LL
J
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LLI
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T
oo
O
N
EASEMENT I 0
I 4
CITY CASE N O . ZAXX-XXXX o
LOT 3, BLOCK A
TIFFANY ACRE`
5 WIDE
SIDEWALK
BM #52
Q
Lu =
J
D r)
O�E
m LLJ
J
U)rr
m
Q
Q
S WIDE
SIDEWALK
TE BM #51
F M 1709 U)
Q
0
MICHAEL
SITE
UNION CHUR H
0 15 30 60
( IN FEET )
1 INCH = 30 FT
i Fr,Fnin
CONCRETE STREET PAVEMENT
CONCRETE SIDEWALK PAVEMENT
z
Q
J
a
W
U)
Q
X
w
�
�
U
2
Q
w
Y
W
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W
�
�
W
a_
BENCHMARKS:
SITE BM #51
"X" IN CONCRETE
ELEV = 634.21
SITE BM #52
"X" IN CONCRETE
ELEV = 640.25
0
0
0
0
0
Y
Q
J
O
LLI
D
O
J
LLI
LLI
LLI
2
H
O
LL
H
Q
J
Q
z
J
LLI
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CITY CASE NO. ZAXX-XXXX o
[annllry Ma€+�--�
S
o -
2 ; white Oa4.Cie -,
79f8
ktkhael or
g
°
Greenwood Dr w
4
WMSiena
Or
Greenb"r or
Union Church kd
VICINITY MAP
NOT TO SCALE
A B B R E V I A T 1 0 N S
W Continental Blrcl
Graphic Scale in Feet
0 50' 100' 150'
SCALE: 1 "=50'
P.R.T.C.T.
PUBLIC RECORDS OF TARRANT COUNTY, TEXAS
VOL.
VOLUME
PG.
PAGE
DOC. NO.
DOCUMENT NUMBER
C.M.
CONTROLLING MONUMENT
IRF
IRON ROD FOUND
R.O.W.
RIGHT-OF-WAY
L E G E
N D NOT TO SCALE
0 BOUNDARY CORNER
O LOT CORNER
• EASEMENT CORNER
TRACT II-1.036 ACRES
C&T LAWNS, L.L.C.
DOC. NO. D209073335
P.R.T.C.T.
1/2" IRS w/CAP
"SPRY 5647"
04
h
LOT 9, BLOCK 3 W
SIENA PHASE THREE 1,
DOC. NO. D203167358 (0
P.R.T.C.T.
Z
5/8" IRF W/ CAP
"PB&J INC."
(C.M.)
15' U.E.
VOL. 11077, PG.
P.R.T.C.T.
LOT LINE
TABLE
LINE
BEARING
DISTANCE
LL1
N
39'48'08"
E
32.14'
LL2
N
01 *20'18"
E
97.49'
LL3
S
88'27'02"
E
40.60'
LL4
N
69'36'02"
E
27.46'
LL5
S
20'23'58"
E
35.72'
LL6
S
65'23'58"
E
20.74'
253.51 '
LOT 7 \ \
31,204 SQ.FT. \ \
0.7163 ACRE \ \
15' U.E. \ \
VOL. 11077, PG. 255 \ \
P.R.T.C.T. \ \
N 0 T E S
All bearings shown hereon are based on the Texas Coordinate System of 1983, North Central Zone.
2. Unless otherwise noted, all boundary and/or lot corners for the subject property shown hereon are 1/2" iron
rods set with a cap stamped "SPRY 5647".
3. According to the Flood Insurance Rate Map No. 48439C009OL, published by the Federal Emergency Management
Agency, dated: March 21, 2019, and Flood Insurance Rate Map No. 48439C0095K, published by the Federal
Emergency Management Agency, dated: September 25, 2009 a portion of the surveyed property shown hereon
lies within the special flood hazard area designated as Zone"AE", inundated by the 100-year flood. A portion
also lies within the special flood hazard area designated as shaded Zone "X", defined as areas between the
limits of the 100-year flood and the 500-year flood; or certain areas subject to 100-year flooding with
average depths of less than one (1) foot or where the contributing drainage area is less than one (1) square
mile; or areas protected by levees from the base flood; further, local permitting agencies may require actual
topographic support data for final determination of flood limits regarding construction permits. Additionally a
portion lies within the Floodway Area in Zone "AE". The Floodway is the channel of a stream plus any adjacent
floodplain areas that must be kept free of encroachment so that the 1 % annual chance flood can be carried without
substantial increases in the flood height. further, local permitting agencies may require actual topographic support data
for final determination of flood limits regarding construction permits.
4. On the issue date of this survey the surveyed property shown hereon is zoned L1 & L2 (Light & Heavy
Industrial) according to the City of Southlake zoning ordinance maps. Refer to said zoning ordinance for
minimum and maximum setback requirements.
EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
EL1
S 89'43'20" W
112.49'
EL2
N 89'43'20" E
129.38'
EL3
S 00*16'40" E
12.07'
EL4
S 89'43'20" W
10.00'
EL5
I N 00*16'40" W
9.15'
EL6
S 45*16'40" E
15.74'
EL7
S 00*16'40" E
85.36'
EL8
S 45*16'40" E
5.37'
EL9
N 89'43'20" E
146.70'
EL10
S 89'43'20" W
152.92'
EL11
1 N 45.16'40" W
17.80'
EL12
N 00*16'40" W
85.36'
EL13
N 45*16'40" W
3.92'
EL14
S 89'43'20" W
5.01'
EL15
S 00*16'40" E
43.50'
EL16
S 89'43'20" W
10.00'
EL17
I N 00*16'40" W
43.50'
EL18
N 00*16'40" W
16.00'
EL19
N 89'43'20" E
10.00'
EL20
S 00*16'40" E
16.00'
1.040 ACRE
RBJH REAL ESTATE, LLC
DOC. NO. D218040110
P.R.T.C.T.
N 89-07'06" W 234.86' \ \\
LOT 10, BLOCK 3 PASSING �T 269.43'
SIENA PHASE THREE A 5/8" IR� W/ AP
DOC. NO. D203167358 "PB&J INC.\
15.01'
0.65 -,
N
EASEMENT LINE TABLE
CONTINUED
LINE
BEARING
DISTANCE
EL21
N
00*16'40"
W
11.00'
EL22
N
89.43'20"
E
10.00'
EL23
S
00*16'40"
E
11.0V
EL24
S
44'43'20"
W
4.34'
EL25
N
45*16'40"
W
10.00'
EL26
N
44'43'20"
E
8.62'
EL27
S
89'43'20"
W
9.74'
EL28
S
00*16'40"
E
18.39'
EL29
N
69'36'02"
E
9.85'
EL30
N
20'23'58"
W
10.00'
EL31
S
69'36'02"
W
9.85'
EL32
N
69'36'02"
E
9.00'
EL33
N
20'23'58"
W
10.00'
EL34
S
69'36'02"
W
9.00'
EL35
N
69'36'02"
E
9.85'
EL36
N
20'23'58"
W
10.00'
EL37
S
69'36'02"
W
9.85'
EL38
N
69'36'02"
E
13.64'
EL39
N
20'23'58"
W
10.00'
EL40
S
69'36'02"
W
5.32'
FORVIERLY BLOCK A, TIFFANY ACR S
VOL. 388-121, PG. 33
VACAT D VOL. 10023, PG. 1625 P.R.F.C.T.
0.558 ACRE
K & B PROPERTIES, L.P.
DOC. NO. D215217904
P.R.T.C.T.
S 88'33'30" E 835.72'
EASEMENT LINE TABLE CONTINUED
LINE
BEARING
DISTANCE
EL41
N 89'43'20" E
312.10'
EL42
N 00*16'40" W
15.00'
EL43
S 89'43'20" W
317.59'
EL44
S 00*16'40" E
94.24'
EL45
I S 89'23'37" E
85.76'
EL46
N 44'43'20" E
43.85'
EL47
N 00*16'40" W
167.89'
EL48
N 89'43'20" E
15.00'
EL49
S 00*16'40" E
174.11'
EL50
S 44'43'20" W
56.41'
EL51
N 00*16'40" W
97.56'
EL52
N 89'43'20" E
12.52'
EL53
S 67'46'40" E
50.21'
EL54
N 89'43'20" E
50.89'
EL55
N 29'43'20" E
56.59'
EL56
S 60*16'40" E
15.00'
EL57
S 29'43'20" W
65.25'
EL58
S 89'43'20" W
62.53'
EL59
N 67'46'40" W
32.44'
EL60
S 77-54'13" W
39.79'
SURVEYOR CERTIFICATE
That I, David Carlton Lewis,
a Registered Professional
Land Surveyor licensed in the State of Texas, do hereby
certify that I have prepared
this plat from an actual on the ground survey of the land and the monuments
shown hereon were found and/or placed under my
personal supervision and in accordance with the Platting
Rules and Regulations of the
City Plan Commission of
the City of Southlake, Texas.
This document shall not
be recorded for
�� OF TF
any purpose. This drawing
shall be used for
.`P,oG�S0000 �q
* o °�� ,o
°
REVIEW PURPOSES ONLY
00 000000000000000000000000000
DAVID CARLTON LEWIS
David Carlton
o o°°°°o°°°°o°°°oo°°°4A°°°
Lewis poop 5647 Poo
R.P.L.S. No.
5647
<°°°°�FESS\Q o
q'l�p °SUR��
Date: December
27, 2019
David Carlton Lewis, R.P.L.S.
Texas Registration No. 5647
Spry Surveyors, LLC
8241 Mid Cities Blvd Ste 102
North Richland Hills, TX 76182
EASEMENT LINE TABLE
CONTINUED
LINE
BEARING
DISTANCE
EL61
N
89'43'20"
E
22.50'
EL62
S
77'53'57"
W
169.55'
EL63
S
50*53'17"
W
69.87'
EL64
N
5116'22"
E
78.46'
EL65
N
77'54'29"
E
170.85'
EL66
N
20'23'58"
W
56.53'
EL67
S
89'43'20"
W
74.64'
EL68
N
89'43'20"
E
68.72'
EL69
N
20'23'58"
W
4.79'
EL70
N
89'43'20"
E
77.29'
MICHAEL DRI VE
(50' R. 0. W.)
JOSEPH PENNINGTON, INC.
DOC. NO. D216069776
P.R.T.C.T.
EASEMENT CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
EC1
30.00'
12.91'
12.81'
N 77'57'06" W
24'39'08"
EC2
30.00'
47.12'
42.43'
S 44'43'20" W
90'00'00"
EC3
54.00'
84.82'
76.37'
S 44'43'20" W
90*00,00"
EC4
54.00'
65.86'
61.85'
N 55*20'19" W
69'52'42"
EC5
1 54.00'
103.79'
88.53'
N 34'39'41" E
110*07'18"
EC6
54.00'
50.17'
48.38'
S 63'39'51" E
53'13'37"
EC7
30.00'
27.87'
26.88'
S 63'39'51" E
53'13'37"
EC8
30.00'
12.71'
12.62'
N 77'34'55" E
24*16'51"
EC9
30.00'
47.12'
42.43'
S 45*16'40" E
90100'00"
EC10
30.00'
47.12'
42.43'
S 44'43'20" W
90'00'00"
EC11
30.00'
36.59'
34.36'
N 55*20'19" W
69'52'42"
EC12
1 30.00'
57.66'
49.19'
N 34.39'41" E
110.07'18"
FENCE POST
582.21 ' CORNER
LOT 1 10315' 1
�} 54,408 SQ.FT. 15 DRAINAGE EASEMENT
N SANITARY SEWER & 1.2490 ACRES (BY THIS PLAT) I
J co DRAINAGE EASEMENT MARK STANFIELD & MELVA STANFIELD WATER EASEMENT F�S6
(BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) I C
VOL. 13112, PG. 260 P.R.T.C.T. (BY THIS PLAT)
c
EL69 EL70 N 8943'20" E 230.89' EC6 EL52
j J
EL68 - N 89 °43'20" E 339.34' 20' F�S3 EL5 EL54 /
EL 1.
EL67 30 s00
. P
N 89 43'20" E 230.89' F�9 �• Fc
06
EL2 06 10.
CD r � EL40 - WATER EASEMENT 10.94' EL
rn EL39 F_ - -_� _
\I 14.25' �L�- - L_ - _ _ _ _ (BY THIS PLAN S .T��
WATER EASEMENT - - - - - - 104
-
<<6 37 (BY THIS PLAT) EL24 5.96 67
^,
CA -
EL 10' TRI-COUNTY ELECTRIC N
o EL36 CO-OPERATIVE INC. R.O.W. EASEMENT LOT 3 �
6, '0 L35 VOL. 9300, PG. 949 P.R.T.C.T. 41,244 SQ.FT. 00
1 In LLL EL23
EL2 ECS
N 89'43'20" E 179.00'
- EL! -
� WATER EASEMENT I
(BY THIS PLAT)
Z 0.9468 ACRE
N � 00 I 15' BUFFER EASEMENT
P.R.T.C.T. 15'
24' FIRELANE EASEMENT
N co 6.965 ACRES if) (BY THIS PLAT)
u.E. ) c>'
VOL. 11077, PG. 230 I (BY THIS PLAT) , W BLOCK 1
P.R. T.C.T. I z -w -EL43 �-
I 6.39' N 89°43 20 E 307.90�' - LOT 2 Lo
-o N
9.59' �. V
- EL41 JL 41 I w 57,424 SQ.FT. EL48 0
I N LOT 6 15' DRAINAGE EASEMENT O 1.3183 ACRES
cn I 57 223 SQ.FT. O �\ WATER EASEMENT (BY THIS PLAT) O
�'l N (BY THIS PLAT) cp
o N I 1.3137 ACRE w �, N o R o
O h� I� �\ LOT 4 I 24' FIRELANE EASEMENT
0 36,931 SQ.FT. �, (BY THIS PLAT) I m
T LOT 11, BLOCK 3 "� \ 0.8478 ACRE o
SIENA PHASE THREE h IW N �" �' I � N
DOC. NO. D203167358 "� I� N \ c WATER EASEMENT 3 98• o
P. R. T. C. T. I� r24' FIRELANE EASEMENT (BY THIS PLAT) r L27 0 I V
d Q I SANITARY SEWER &� I (BY THIS PLAT) OD ^ ��
DRAINAGE EASEMENT I N
of 1 20' D.E. (BY THIS PLAT) 9' �8943'20" W 168.42' F v I p
21 VOL. 15882, PG. 41 6.3EL61 �- �2g913. 0'� �O
_ ^ I P.R.T.C.T. 37' N 8 '43'20" E 260.27' 2�' 5.65 6'
EL13
r 10.00' 158.56' 25
z Q� Q I EL6, �' E� 0 �r S 8943'20" W 168.42' EL14 I 15' WATER EASEMENT
I 0 > r I (BY THIS PLAT)
Q 3 - - - - - - - J ` 0.75 ACRE I I� 3.824 ACRES
m Z o 10' WATER EASEMENT I n1 m 15' DRAINAGE EASEMENT
vIARK STANFIELD & MELV STANFIELL, cn (BY THI� PLAT) MARK STANFIELD & Iv (BY THIS PLAT)
COMMON AREA NO. 1 I EL62 DOC. NO. D206079530 R.T.C.T. LOT 5 MELVA STANFIELD �I rr Iti
VOL.13551 PG. 61
'v SIENA PHASE THREE I k EL 24,957 SQ.FT.
V
DOC. N0. D203167358 I �15' SANITARY SEWER P.R.T.C.T. I ��Dro
/ EASEMENT O.5 29 ACRE - o
00 P.R.T.C.T. g g�' / ��6�J (BY THIS PLAT) - 10' BUFFER EASEMENT - - - - - _ - EL9 �01
/ (BY THIS PLAT) - - - - -� / -
1/2 IRS w/CAP - - -
E o "SPRY d647" 15. 250.61' 217.78' >>645- -
O 1/2" IRF BEARS
I S 10'50' W-4.42' \ APPARENT GAP gppARENT GAP N 89�2337" W 667.90' 5.25' 101.63' 77.40 P.O.B.
1/2" IRF( .M.)
20' ROAD EASEMENT AREA IN CONFLICT
0) \ \ LOT 11 R VOL. MODIFIED
L. 903 , PG. 50 670 SQ. FT.
\ MODIFIED P.R.T.0 T. PG. 50
o J.G. ALLEN NO. 18 ADDITION
N o LOT 12, BLOCK 3 \ DOC. NO. D2110479989 P.R.T.C.T.
a) SIENA PHASE THREE
15' U.E.
N DOC. NO. D203167358 Vo. 11077, PG. 235 \ DC
oj P.R.T.C.T. P.R.T.C.T.
19.65'
9.73'
J �
d
m N
(01,17-
Q
0
15.00'
,-PASSING AT 428.19' A
1/2" IRF w/CAP "RPLS 4818"
7.19'
12.87' R.O.W. DEDICATION
NO. D211047989 P.R.T.C.T.
Q U
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(56' R.O. W.)
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OWNER'S DEDICATION
STATE OF TEXAS
COUNTY OF TARRANT
WHEREAS, Mark W. Stanfield and Melva G. Stanfield, are the owners of all that certain 6.965 acres of land, by
virtue of the deeds recorded in Volume 13551, Page 61, Volume 13112, Page 260, and Document Number
D206079530 in the Public Records of Tarrant County, Texas (P.R.T.C.T.), in the J. G. Allen Survey, A-18, City of
Southlake, Tarrant County, Texas, and more particularly described by the metes and bounds as follows: (all
bearings shown hereon are based on the Texas Coordinate System of 1983, North Central Zone)
BEGINNING at a 1/2" iron rod found for the southeast corner of said 3.824 acre tract, common to the southeast
corner of the herein described tract, in the west right-of-way line of Davis Boulevard (120' Right -Of -Way);
THENCE North 89° 23' 37" West - 667.90' to a 1/2" iron with a cap stamped "SPRY 5647" set for the southwest
corner of the herein described tract, comm to the southwest corner of said 3.824 acre tract, in the east line of
Block 3, Siena Phase Three, recorded in Document Number D203167358 P.R.T.C.T., from which a found 1/2" iron
rod bears South 10° 50' West - 4.42';
THENCE North 10° 50' 05" East passing at a distance of 267.43', a 5/8" iron rod with a cap stamped `PB&J
INC." found for the southeast corner of Lot 10, of said Block 3, Siena Phase Three, and continuing for a total
distance of 323.92' (called 321.49'), to a point for corner of the herein described tract, common to the northeast
corner of said Lot 10, Block 3, Siena Phase Three (falls in creek);
THENCE North 89° 07' 06" West - 234.86' to a 5/8" iron rod with a cap stamped "PB&J INC." found northwest
corner of Lot 10, Block 3, Siena Phase Three, in the east line of Lot 9, of said Block 3, Siena Phase Three;
THENCE North 01° 57' 06" East - 125.00' along the east line of said Lot 9, Block 3, Siena Phase Three, to a
1/2" iron rod with a cap stamped "SPRY 5647" set for the northwest corner of the herein described tract, in the
south line of Tract II - 1.036 acre described in the deed to C&T Lawns, LLC., recorded in Document Number
D209073335 P.R.T.C.T.;
THENCE South 88' 33' 30" East - 835.72' to a fence corner post found for the northeast corner of the herein
described tract, common to the southeast corner of the tract of land described in the deed to Joseph
Pennington, Inc., recorded in Document Number D216069776 P.R.T.C.T., in the west right-of-way line of said Davis
Boulevard;
THENCE South 00° 16' 40" East - 432.74' along the west right-of-way line of said Davis Boulevard, to the POINT
OF BEGINNING and containing 6.965 acres of land.
NOW THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS:
THAT, We, Mark W. Stanfield and Melva G. Stanfield, do hereby adopt this plat designating the herein before
described real property as Lots 1-7, Block 1, Stanfield Addition, an addition to the City of Southlake, Tarrant
County, Texas, and we do hereby dedicate the rights of way, streets, alleys, parks and easements shown thereon
to the publics' use unless otherwise noted. This plat does not alter or remove existing deed restrictions or
covenants, if any, on the property.
Witness my hand this - - - - - - - day of ---------------------,
Mark W. Stanfield Melva G. Stanfield
NOTARY CERTIFICATE
STATE OF TEXAS
COUNTY OF TARRANT
Before me, the undersigned authority, a Notary Public in and for the said County
and State, on this day personally appeared Mark W. Stanfield and Melva G. Stanfield, known to me to be the
persons whose names are subscribed to the foregoing instrument and acknowledged to me that he/she executed
the some for the purposes and considerations expressed herein.
Given under my hand and seal of office, this - - - - - day of
My Printed Name
Notary Stamp:
My Commission Expires
SURVEYOR: Spry Surveyors, LLC
8241 Mid -Cities Blvd., Ste.102
North Richland Hills, TX 76182
Phone: 817-776-4049
Firm Reg. No. 10112000
ENGINEER: DeOtte, Inc.
420 Johnson Road, Ste. 303
Keller, TX 76248
Phone: 817-337-8899
OWNER: Mark W. Stanfield and
Melva G. Stanfield
318 Pebblebrook
Grapevine, TX 76051
APPROVED BY THE PLANNING & ZONING COMMISSION
Date:------------------------------------
Chairman: --------------------------------
P&Z Secretary: -----------------------------
APPROVED BY THE CITY COUNCIL
Date:
Mayor: ----------------------------------
City Secretary:
A FINAL PLAT OF
LOTS 1-7, BLOCK 1
STANFIELD ADDITION
AN ADDITION TO THE CITY OF SOUTHLAKE, BEING ALL OF THREE
TRACTS OF LAND CONVEYED TO MARK W. AND MELVA G. STANFIELD,
RECORDED IN VOLUME 13551, PAGE 61, VOLUME 13112, PAGE 260,
AND DOCUMENT NUMBER D206079530 IN THE PLAT RECORDS OF
TARRANT COUNTY, TEXAS, WHICH IS 6.965 ACRES
IN THE J. G. ALLEN SURVEY, A - 18
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
SPRY PROJECT NO. 115-001-30
DATE: DECEMBER 2019