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2
S 5°37'51" E
63.05'
Ex
8''
SS
COMMON AREA "A"
BLOCK A/7489
OAK FOREST ESTATES
INSTRUMENT NO. 201000056598
O.P.R.D.C.T.
LOT 8
BLOCK A/7489
OAK FOREST ESTATES
VOLUME 99197, PAGE 1030
M.R.D.C.T.
MIGUEL TREJO
INSTRUMENT NO. 201200329013
O.P.R.D.C.T.
BERNICE DAI A.K.A. BERNICE CAM
BINH & VAN DU VUONG DAI
INSTRUMENT NO. 200900038143
O.P.R.D.C.T.
LOT 5
BLOCK A/7488
D.B. DREYFUSS ADDITION
VOLUME 74089, PAGE 1647
M.R.D.C.T.
LOT 4
BLOCK A/7488
D.B. DREYFUSS ADDITION
VOLUME 74089, PAGE 1647
M.R.D.C.T.
LOT 1
BLOCK A/7488
PART OF CITY BLOCK 7488
VOLUME 73019, PAGE 1067
M.R.D.C.T.
LOT 2
BLOCK A/7489
FOREST LANE ESTATES
VOLUME 17, PAGE 239
M.R.D.C.T.
FORSET LANE
(VARIABLE WIDTH R.O.W.)
(VOL. 30, PG. 253)
WANDER LANE
(60' R.O.W.)
(VOL. 17, PG. 239)
F
O
R
E
S
T
C
R
E
E
K
D
R
IV
E
(5
0
' R
.O
.W
.)
(V
O
L
. 9
9
1
7
9
, P
G
. 1
0
3
0
)
DRAINAGE EASEMENT
VOLUME 70012, PAGE 1224
D.R.D.C.T.
ZONE AE
ZONE X
ZONE X
100-YEAR FLOOD LIMIT
THOMAS DYKES SURVEY
ABSTRACT NO. 405
JOHN THOMAS SURVEY
ABSTRACT NO. 1485
APPROXIMATE SURVEY
LINE
N 0
°0
4'4
1" E
1
69
.2
5'
N 89°04'01" E 112.28'
C
1
C
2
S 49°00'57" E
2.46'
C
3
S
3
9
°
3
8
'
5
3
"
E
2
4
.
8
4
'
C
4
S
5
2
°
4
5
'
5
0
"
E
3
7
.
0
9
'
C
5
S
2
0
°
4
8
'4
7
"
E
2
2
.
8
5
'
C
6
S 89°28'05" W 279.79'
N 0
°0
4'4
1" E
3
20
.0
9'
C
9
C
8
S
1
5
°
5
6
'3
2
"
E
2
4
5
.9
5
'
C
7
C
1
4
C
1
0
N
4
2
°
5
7
'
4
8
"
E
5
5
.
1
3
'
C
1
1
N
6
4
°
0
2
'3
0
"
E
1
5
.
9
8
'
C12
S
7
0
°
4
5
'1
6
"
E
1
0
.
0
6
'
C
1
3
S
1
0
°3
3
'5
8
" W
2
9
5
.9
2
'
C
1
8
C
1
5
S
4
3
°
2
1
'
0
2
"
E
4
2
.
1
8
'
S
4
3
°
2
0
'
0
9
"
E
6
0
.
1
0
'
C
1
6
S 17°47'29" E
7.03'
S
3
4
°
0
3
'
5
9
"
W
2
4
7
.
3
4
'
3
0
.
6
8
'
N
4
9
°
0
0
'
5
7
"
W
C
1
7
1
9
.
4
4
'
N
3
9
°
3
8
'
5
3
"
W
N
3
4
°
0
3
'
5
9
"
E
2
4
8
.
9
4
'
S 23°13'40" E
11.90'
C
1
9
S 45°56'51" E
16.61'
C
2
0
S 7°14'35" E
22.29'
C
2
1
S
5
0
°
5
1
'
3
8
"
E
2
5
.
7
7
'
C
2
2
S
5
8
°
0
2
'
1
4
"
W
2
0
9
.
3
0
'
3.82'
N 20°48'47" W
C
2
3
3
8
.
8
1
'
N
5
2
°
4
5
'
5
0
"
W
C
2
4
2
3
.
6
8
'
N
2
0
°
4
8
'4
7
"
W
C
2
6
C
2
7
7
.3
3
'
S
1
7
°
3
1
'0
0
"
W
C28
S
3
4
°
5
4
'
2
2
"
W
4
6
.
4
3
'
N 3°37'30" W
7.24'
68.29'
N 5°31'33" W
C
2
9
N 83°58'39" W
5.39'
N 8
7°05'5
5" E
89.16'
N 8
5°5
5'5
7"
E 2
40.0
6'
S 0
°0
2'1
7" W
9
7.5
6'
S
4
2
°
0
4
'
1
3
"
W
1
5
4
.
1
1
'
4
0
.
5
9
'
N
3
2
°
2
8
'
0
8
"
W
C
3
0
20.46'
N 50°21'11" W
C
3
1
1
7
.
8
4
'
N
4
6
°
3
5
'
4
7
"
W
C
3
2
3
9
.
2
8
'
N
5
4
°
1
2
'
2
5
"
W
C
3
3
S 0
°1
1'0
0" E
2
15
.3
2'
L
1
C
3
4
L
2
C
3
5
L
3
C
3
6
L
4
C
3
7
L
5
C
3
8
L
6
N 8
6°2
6'2
3"
E 7
6.5
0'
PARCEL LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
LENGTH
10.60'
22.54'
26.51'
26.35'
9.63'
6.53'
DIRECTION
N34°53'44"W
N70°16'43"W
N27°53'50"W
N61°12'56"W
N77°00'04"W
N32°28'08"W
PARCEL CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
LENGTH
74.39'
23.26'
2.62'
12.82'
8.92'
4.24'
108.38'
21.32'
29.89'
4.06'
36.79'
23.67'
65.31'
56.45'
18.39'
5.30'
12.20'
26.17'
7.93'
26.19'
RADIUS
54.00'
20.00'
16.00'
56.00'
16.00'
16.00'
54.00'
98.74'
45.00'
45.00'
100.00'
30.00'
175.00'
54.00'
175.00'
20.00'
20.00'
54.00'
20.00'
60.00'
DELTA
78°55'37"
66°38'42"
9°22'04"
13°06'57"
31°57'03"
15°10'16"
114°59'51"
12°22'24"
38°03'39"
5°09'54"
21°04'41"
45°12'15"
21°22'53"
59°53'24"
6°01'21"
15°10'43"
34°56'10"
27°46'01"
22°43'11"
25°00'42"
PARCEL CURVE TABLE
CURVE #
C21
C22
C23
C24
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
LENGTH
27.96'
9.96'
31.23'
3.66'
56.11'
59.69'
30.54'
14.94'
93.64'
7.87'
15.94'
62.35'
40.14'
48.08'
11.63'
13.78'
23.32'
RADIUS
60.00'
325.00'
56.00'
16.00'
325.00'
40.74'
48.00'
56.00'
300.00'
120.00'
120.00'
120.00'
65.00'
65.00'
20.00'
50.00'
30.00'
DELTA
26°42'02"
1°45'20"
31°57'03"
13°06'57"
9°53'28"
83°57'13"
36°26'55"
15°16'51"
17°53'03"
3°45'24"
7°36'38"
29°46'13"
35°22'59"
42°22'53"
33°19'06"
15°47'08"
44°31'56"
N 0
°0
4'4
1" E
6
73
.2
7'
N 8
6°2
6'3
9"
E 5
92.2
0'
S 0
°1
1'0
0" E
2
36
.3
2'
S 0°39
'0
7" E
2
20
.5
9'
S 0
°0
8'2
5" E
1
54
.4
5'
S
7
4
°
4
9
'1
8
"
W
2
4
7
.2
5
'
S 89°28'05" W 329.99'
N
A
T
U
R
A
L
C
H
A
N
N
E
L
S
E
T
B
A
C
K
B
Y
T
H
I
S
P
L
A
T
N
A
T
U
R
A
L
C
H
A
N
N
E
L
S
E
T
B
A
C
K
B
Y
T
H
I
S
P
L
A
T
W
A
N
D
E
R
L
A
N
E
(
5
0
'
R
.
O
.
W
.
)
5
4
.
0
GLADYS WEATHERBY CARR TRUST
INSTRUMENT NO. 20070213949
O.P.R.D.C.T.
9.047 ACRES
S 0
°3
9'0
7" E
1
42
.4
5'
P.O.B.
1" IRON PIPE
(CM)
1" IRON PIPE
(CM)
1/2" IRF
(CM)
5/8" IRF
1/2" IRF
1/2" IRF
1/2" IRF
LOT 1
0.9407 ACRES
40975.5 SQ. FT
LOT 2
0.8019 ACRES
34932.6 SQ. FT
LOT 3
0.8069 ACRES
35148.7 SQ. FT
LOT 4
0.7059 ACRES
30750.3 SQ. FT
LOT 5
0.7079 ACRES
30835.7 SQ. FT
LOT 6
0.7073 ACRES
30807.9 SQ. FT
LOT 7
0.7967 ACRES
34703.3 SQ. FT
LOT 8
0.7526 ACRES
32782.1 SQ. FT
21
.0
0'
3/8" IRF
66
5.0
2'
EASEMENT FOR STREET PURPOSES
VOL. 70079, PG. 285
D.R.D.C.T.
EASEMENT FOR STREET PURPOSES
VOL. 70012, PG. 1252
D.R.D.C.T.
STATE PLANE
COORDINATES
N= 7018152.74
E= 2493938.41
STATE PLANE
COORDINATES
N= 7017541.40
E= 2493942.05
2
5
.
0
2
5
.
0
50.0
20' WATER LINE EASEMENT
BY THIS PLAT
EASEMENT FOR STREET PURPOSES
VOL. 70079, PG. 1040
D.R.D.C.T.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
F.M.M.
COMMON AREA
A
91,053 S.F.
0.594 ACRES
E
X
I
S
T
I
N
G
B
R
I
C
K
R
E
S
I
D
E
N
C
E
EXISTING
FRAME STRUCTURE
EXISTING
FRAME STRUCTURE
EXISTING
METAL STRUCTURE
E
X
I
S
T
I
N
G
B
R
I
C
K
W
A
L
L
S
82°23'5
0" E
11.29'
Ex
8''
SS
Ex
8''
SS
Ex
8''
SS
Ex
8''
SS
Ex
8''
SS
Ex
8''
SS
EXISTING SANITARY SEWER LINE
CITY PLAN #411Q1773
15''S
S
15''S
S
15''SS
15''S
S
15''S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
''S
S
1
5
'
'
S
S
1
5
''S
S
1
5
'
'
S
S
1
5
'
'
S
S
1
5
''S
S
1
5
''S
S
1
5
'
'
S
S
1
5
''S
S
1
5
''S
S
1
5
'
'
S
S
EXISTING SANITARY SEWER LINE
CITY PLAN #15-26S
W6''
W
EXISTING WATER LINE
CITY PLAN #411Q1773
BLOCK C/7488
FLOODWAY MANAGEMENT AREA
BY THIS PLAT
BLOCK C/7488
NTS
LOCATION MAP
DATE:
JOB NO.:
SCALE:
DRAWN BY:
SURVEYING * CONSULTING * MANAGEMENT
SURVEY GROUP
(817) 354-1445
1475 HERITAGE PKWY., STE 217
MANSFIELD, TEXAS 76063
FLOOD CERTIFICATE
As determined by the Flood Insurance Rate Maps Dallas County, Texas, the subject property Does lie partially within a Special Flood
Hazard Area (100 Year Flood), Map date July 7, 2014 Community Panel No. 48113C 0195 K subject lot is located in Zone X and Zone AE.
If this site is not within an identified flood hazard area, this Flood Statement does not imply that the property and/or structures thereon will be
free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made
or natural causes. This Flood Statement shall not create liability on the part of the Surveyor.
SITE
PELIMINARY PLAT
WANDERWOOD ADDITION
LOTS 1-8, BLOCK C/7488
BEING A COMMUNITY UNIT DEVELOPMENT OF
GLADYS WEATHERBY CARR TRUST
INSTRUMENT NO. 20070213949
OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS
SITUATED IN
JOHN THOMAS SURVEY, ABSTRACT NO. 1485 AND
THOMAS DYKES SURVEY, ABSTRACT NO. 405
CITY OF DALLAS, DALLAS COUNTY, TEXAS
CITY PLAN FILE NO. S178-075
ENGINEER PLAN NO. ------
NOTES:
1. IRF - IRON ROD FOUND
2. IRFC - IRON ROD FOUND CAPPED
3. R.O.W. - RIGHT-OF-WAY
4. C.M. - CONTROLLING MONUMENT
5. M.R.D.C.T. - MAP RECORDS, DALLAS COUNTY, TEXAS
6. D.R.D.C.T. - DEED RECORDS, DALLAS COUNTY, TEXAS
7. O.P.R.D.C.T. - OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS
8. INST. NO. - INSTRUMENT NUMBER
9. P.O.B. - POINT OF BEGINNING
10. FND. - FOUND
11. ESMT- EASEMENT
12. VOL. - VOLUME
13. PG. - PAGE
14. C.U.D. - COMMUNITY UNIT DEVELOPMENT
15. F.M.M. - FLOODWAY MANAGEMENT MONUMENT
GENERAL NOTES:
1. BASIS OF BEARING - THE BASIS OF BEARING OF THIS SURVEY IS TEXAS STATE
PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NORTH AMERICAN DATUM
OF 1983
2. LOT-TO-LOT DRAINAGE IS NOT PERMITTED WITHOUT ENGINEERING SECTION
APPROVAL.
3. THE PURPOSE OF THIS PLAT IS TO REPLAT THA TCERTAIN 9.047 ACRE TRACT
INTO 9 RESIDENTIAL LOTS.
4. COORDINATES SHOWN ARE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH
CENTRAL ZONE, NORTH AMERICAN DATUM OF 1983 ON GRID COORDINATE
VALUES, NO SCALE AND NO PROJECTION.
5. ALL EXISTING STRUCTURES WILL BE REMOVED.
OWNER/DEVELOPER:
GLADYS W. CARR TRUST
4040 N CENTRAL EXPRESSWAY
DALLAS, TEXAS 75204-3158
ENGINEER:
MACATEE ENGINEERING, LLC.
3519 MILES STREET
DALLAS, TEXAS 75209
(214) 373-1180 (VOICE)
C.U.D. CALCULATIONS
TOTAL LOT REDUCTION: 1.7803 AC (77,550 S.F.)
TOTAL IN FLOODWAY MANAGEMENT AREA: 1.8 AC (78,570 S.F.)
TOTAL UNIMPROVED IN COMMON AREA: 2.09 AC (91,053 S.F.)
% OF FLOOD PLAIN: 86%
ZONING: R-1(A)
MIN. LOT SIZE PER ZONING: 1 AC
MIN. LOT SIZE PER C.U.D. (29.5% REDUCTION) 0.7059 AC.
LOT AREA TABLE
BLOCKLOT
LOT AREA
LOT AREA
REDUCTION
REDUCTION %
C/7488 1
2
3
4
5
6
7
8
0.9407
0.8019
0.8069
0.7059
0.7079
0.7071
0.7967
0.7526
0.0593
0.1981
0.1931
0.2941
0.2921
0.2929
0.2033
0.2474
(5.91%)
(19.8%)
(19.3%)
(29.4%)
(29.2%)
(29.3%)
(20.3%)
(24.7%)
C/7488
C/7488
C/7488
C/7488
C/7488
C/7488
C/7488
DATE:
JOB NO.:
SCALE:
DRAWN BY:
SURVEYING * CONSULTING * MANAGEMENT
SURVEY GROUP
(817) 354-1445
1475 HERITAGE PKWY., STE 217
MANSFIELD, TEXAS 76063
OWNER/DEVELOPER:
GLADYS W. CARR TRUST
4040 N CENTRAL EXPRESSWAY
DALLAS, TEXAS 75204-3158
ENGINEER:
MACATEE ENGINEERING, LLC.
3519 MILES STREET
DALLAS, TEXAS 75209
(214) 373-1180 (VOICE)
OWNER'S DEDICATION
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That Gladys Weatherby Carr Trust, acting by and through their duly authorized agents, do hereby adopt this plat, designating the herein
described property as WANDERWOOD ADDITION, an addition to the City of Dallas, Dallas County, Texas, and do hereby dedicate, in fee
simple, to the public use forever any streets, alleys, and floodway management areas shown thereon. The easements shown thereon are
hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage
and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and
fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths
shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for
the mutual use and accommodation of all public utilities using or desiring to use same. All, and any public utility shall have the right to
remove and keep removed all or parts of any building, fences, trees, shrubs, or other improvements or growths which in any way may
endanger or interfere with the construction, maintenance or efficiency of its respective system on the easements, and all public utilities
shall at all times have the full right of ingress and egress to or from the said easements for the purpose of constructing, reconstructing,
inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of
procuring the permission of anyone. (Any public utility shall have the right of ingress and egress to private property for the purpose of
reading meters and any maintenance or service required or ordinarily performed by that utility).
Water main and wastewater easements shall also include additional area of working space for construction and maintenance of the
systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water
services and wastewater services from the main to the curb or pavement line, and description of such additional easements herein
granted shall be determined by their location as installed.
This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Dallas. Sidewalks shall be
constructed by the builder as required by City Council Resolutions No. 68-1038 and in accordance with the requirements of the Director
of Public Works.
WITNESS, my hand at Dallas, Texas, this the _____ day of ____________, 2018.
Gladys Weatherby Carr Trust
BY: ______________________________________
PRINTED NAME : __________________________
TITLE: ___________________________________
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared
_____________, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to
me that he/she executed the same in the capacity herein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this ___ day of __________, 2018.
_______________________________________
Notary Public in and for Dallas County
SURVEYOR'S STATEMENT
I, William P. Price, a Registered Professional Land Surveyor, licensed by the State of Texas, affirm that this plat was
prepared under my direct supervision, from recorded documentation, evidence collected on the ground during field
operations and other reliable documentation; and that this plat substantially complies with the Rules and Regulations of the
Texas Board of Professional Land Surveying, the City of Dallas Development Code (Ordinance no. 19455, as amended) ,
and Texas Local Government Code, Chapter 212. I further affirm that monumentation shown hereon was either found or
placed in compliance with the City of Dallas Development Code, Sec. 51A-8.617 (a)(b)(c)(d) & (e); and that the digital
drawing file accompanying this plat is a precise representation of this Signed Final Plat.
_________________________________ _____________________
William P. Price Date
Registered Professional Land Surveyor, No. 3047
STATE OF TEXAS:
COUNTY OF DALLAS:
BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared
William P. Price, known to me to be the person or persons whose name is subscribed to the foregoing instrument, and
acknowledged to me that he executed the same in the capacity herein stated and the act and deed of said company.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this _____ day of __________ 2018.
_______________________________________
Notary Public in and for Dallas County, Texas
PRELIMINARY-FOR REVIEW PURPOSES ONLY
OWNER'S CERTIFICATE
STATE OF TEXAS
COUNTY OF DALLAS
Whereas Gladys Weatherby Carr Trust are the sole owners of all that certain lot, tract, or parcel of land located in the JOHN THOMAS
SURVEY,Abstract No. 1495, and THOMAS DYKES SURVEY, Abstract No. 405, City of Dallas, Dallas County, Texas, and being the same
tract of land described in deed to Gladys Weatherby Carr Trust, recorded in Instrument No. 20070213949, Official Public Records, Dallas
County, Texas, and being more particularly described as follows:
BEGINNING at a point for corner in the South line of Forest Lane, a variable width right-of-way, at the Northwest comer of a tract of land
described in deed to Miguel Trejo, recorded in Instrument No. 201200329013, Official Public Records, Dallas County, Texas, and being the
Northeast comer of said Carr tract, same being the Northeast corner of a easement for street purposes recorded in Volume
70012, Page 1252, Deed Records, Dallas County, Texas, and being the Northwest comer of an easement for street purposes recorded il
Volume 70009, Page 1040, Deed Records, Dallas County, Texas:
THENCE South 00 degrees 11 minutes 00 seconds East, passing at a distance of 21.00 feet to a 1 inch iron pipe found in the West line of
said Trejo tract, and continuing a total distance of 236.32 feet to a point at the Southwest corner of said Trejo tract, same being the
Northwest comer of a tract of land described in deed to Bernice Dai e.k.a. Bernice Cam Binh and Van Du Vuong Dai, recorded in
Instrument No. 200900038143, Official Public Records, Dallas County, Texas;
THENCE South 00 degrees 39 minutes 07 seconds East,a distance of 220.59 feet to a 1inch iron pipe found at the Southwest corner of said
Dai tract, same being the Northwest comer of Lot 5, Block A/7488, of D.B. Dreyfuss Addition, an addition to the City of Dallas, Dallas
County, Texas, according to the plat thereof recorded in Volume 74089, Page 1647, Map Records, Dallas County, Texas;
THENCE South 00 degrees 08 minutes 25 degrees East, a distance of 154.45 feet to a 1/2 inch iron rod found in the West line of Lot4, of
said BlockN7488, of said D.B. Dreyfuss Addition, at the Northeast corner of Lot 1, Block 817488, of Subdivision of Part of City Block 7488,
an Addition to the City of Dallas, Dallas County, Texas, according to the plat thereof recorded in Volume 73019, Page 1067, Map Records,
Dallas County,Texas;
THENCE South 74 degrees 49 minutes 18 seconds West, a distance of 247.25 feet to a 5/8 inch iron rod found at the North comer of said
Lot 1, of said Block B/7488;
THENCE South 34 degrees 54 minutes 22 seconds West, a distance of 46.43 feet to a 1/2 inch iron rod found for corner in the West line of
Wander Lane, a 60 foot right-of-way;
THENCE North 03 degrees 37 minutes 30 second West, along said West line, a distance of 7.24 feet to a 1/2 inch iron rod found for comer
in the North line of said Wander Lane;
THENCE South 89 degrees 28 minutes 05 seconds West, a distance of 329.99 feet to a 1/2 inch iron rod with a yellow plastic cap stamped
"RPLS 5310" set in the East line of Common Area "A", Block A/7489, of Oak Forest Estates, an Addition to the City af Dallas, Dallas
County, Texas, according to the plat thereof recorded in Instrument No. 20100056598,Official Public Records, Dallas County, Texas, at the
Northwest corner of Lot 2, Block 7489, of Forest Lane Estates, an Addition to the City of Dallas, Dallas County, Texas,according to the plat
thereof recorded in Volume 17, Page 239, Map Records, Dallas County, Texas;
THENCE North 00 degrees 04 minutes 41 seconds East, along the said East line, passing at a distance of 665.02 feet to a 3/8 inch iron rod
found in the present South line of said Forest Lane, at the Northeast comer of said Common Area "A", of said Block N7489, same being the
Southwest comer of said easement recorded in Volume 70012, Page 1252,Deed Records, Dallas County, Texas, and being the Southeast
corner of an easement for street purposes recorded in Volume 70079, Page 285, Deed Records, Dallas County, Texas,and continuing a
total distance of 673.27 feet to a point for corner in the North line of said easement for street purposes, and said Carr tract:
THENCE North 86 degrees 26 minutes 39 seconds East, along the North line of said easement for street purposes and said Carr tract, a
distance of 592.20 feet to the POINT OF BEGINNING and containing 394,092 square feet or 9.04 acres of land.
FLOODWAY EASEMENT STATEMENT
The existing water courses, creek or creeks described as Floodway Easement traversing along Block C/7488 within the limits of
this addition, will remain as an open channel at all times and will be maintained by the individual owners of the lot or lots that are
traversed by or adjacent to the drainage courses in Block C/7488. The City of Dallas will not be responsible for the maintenance
and operation of said watercourses, creek or creeks or for any damage to private property or person that results from the flow of
water along said creek, or for the control of erosion in the Floodway Easement.
No obstruction to the natural flow of storm water run-off shall be permitted by filling or by construction of any type of dam, bridge,
fence, walkway or any other structure within the Floodway Easements, as hereinafter defined in Block C/7488, unless approved by
the Chief Engineer of Sustainable Development and Construction; provided, however, it is understood that in the event it becomes
necessary for the City of Dallas to erect any type of drainage structure in order to improve the storm drainage that may be
occasioned by the streets and alleys in or adjacent to the subdivision, then in such event, the City of Dallas shall have the right to
enter upon the Floodway Easement at any point or points, to erect, construct and maintain any drainage facility deemed necessary
for drainage purposes. Each property owner shall keep clean and free of debris, silt, and any substance which would result in
unsanitary conditions and the City of Dallas shall have the right of ingress and egress for the purpose of inspection and supervision
of maintenance work by the property owner to alleviate any undesirable conditions, which may occur.
The natural drainage channels and watercourses through Block C/7488 as in the case of all natural channels are subject to storm
water overflow and natural bank erosion to an extent which cannot be definitely defined. The City of Dallas shall not be held liable
for any damages of any nature resulting from the occurrence of these natural phenomena, or resulting from the failure of any
structure or structures within the Floodway Easement.
The natural drainage channel crossing each lot is shown by the Floodway Easement line as shown on the plat.
Floodway Marker monuments shall be installed, delineating the proposed Floodway Easement line, prior to filing of plat, along all
rear or side lot lines that are adjacent to the creek as per City of Dallas drawing 424-109. The surveyor shall provide signed and
sealed documentation that the Floodway Marker monuments have been installed prior to filing the Final Plat.
PELIMINARY PLAT
WANDERWOOD ADDITION
LOTS 1-8, BLOCK C/7488
BEING A COMMUNITY UNIT DEVELOPMENT OF
GLADYS WEATHERBY CARR TRUST
INSTRUMENT NO. 20070213949
OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS
SITUATED IN
JOHN THOMAS SURVEY, ABSTRACT NO. 1485 AND
THOMAS DYKES SURVEY, ABSTRACT NO. 405
CITY OF DALLAS, DALLAS COUNTY, TEXAS
CITY PLAN FILE NO. S178-075
ENGINEER PLAN NO. ------
