FP filed w/County 050715STATE OFT XAS STANDARD PACIFIC OF TEXAS, INC.
PART THREE TRACT II
CALLED 10.393 ACRES CALLED 50.784 ACRES STANDARD PACIFIC OF TEXAS, INC.
INST. NO. 97-R0089415 INST. NO. 2012-91642 TRACT I 1
I CALLED 5.086 ACRES
D.R.DE.C.T. O.R.DE.C.T. CALLED 42.997 ACRES STATE OF TEXAS
TATE H�GH�►AY INST. N0.201200244645 S80°34,5 33' 580034'49"E INST. N0.2012-91642 VOLUME 95142, PAGE 2590
S ,PASS O.P.R.DA.C.T. 29.13 O.R.DE.C.T.
121 BY 1/2" IRF INST. NO. 201200244645 D.R.DA.C.T. STA T
ABLE WIDTH R.O.W�) 5i8"IRFC O.P.R.DA.C.T.
NAR N84°18'00' 36_ 5.42 ' pIRSC "J.E. SMITH" y,G�
_ 1743 (VA RIASWA Y
52.-, s 680°38'53„ 2 AF V//
�ThR eYpA
OPEN � 1 88.781 5.00'
OPEN SPACE SPACE Z _ ( DRAINAGE EASEMENT ACCESS DENIED PER O' �!) SS
BL1 �, o VOL. 95142, PG. 2598 ' IRSC VOL. 95142, PG. 2590
LOT i LOT I D.R.DA.C.T.
5 U. E. D.R.DA.C.T.
° .._..._ - a� �{ cc. No. 95-R0045330 S9°2r2s"w ACCESS DENIED PER
' VOL. 95178 PG. 22 2
M.._._.. �.._. � , I D.R.DE.C.T. 57.20 - - 9
tL' N, w f- . 48.53 50.19
OPEN7B,LOT
ACE
C-9 Z L43 D.R.DA.C.T.
11 8 z W N89°54'41"E �1/ I 5' U.E. BLOCK 1X
LINE TABLE
NO.
BEARING
LENGTH
L1
S44°54'41 "W
14.14'
L2
S00005'19"E
9.00'
L3
N59035'55"W
14.14'
L4
S40036'36"W
13.25'
L5
N30°48'31 "W
7.73'
L6
N73004'58"W
14.80'
L7
S64038'35"W
27.91'
L8
N53046'54"W
17.50'
L9
N08046'54"W
7.07'
L10
N39000'28"E
8.16'
LINE TABLE
NO.
BEARING
LENGTH
L11
N74002'46"E
79.03'
L12
S14035'41"E
33.89'
L13
N89054'41 "E
30.00'
L14
S89054'41 "W
30.00'
L15
N89054'41 "E
25.00'
L16
S86012'1 6"E
78.40'
L17
N89054'41 "E
33.21'
L18
N89054'41 "E
144.00'
L19
S50006'20"W
17.05'
L20
N89027'14"W
122.44'
LINE TABLE
NO.
BEARING
LENGTH
L21
S00005'1 9"E
116.46'
L22
N45005'19"W
14.14'
L23
I N43028'03"E
15.04'
L24
N55038'33"E
16.11'
L25
N52044'48"W
14.54'
L26
N33058'39"E
14.54'
L27
S45031'1 3"E
14.04'
L28
N44054'41 "E
14.14'
L29
N81 ° 13'06"E
14.14'
L30 I
N12 -16'34"W
12.69'
LINE TABLE
NO.
BEARING
LENGTH
L31
N63003'53"E
17.84'
L32
N48037'42"W
15.10'
L33
N21 °06'20"E
14.52'
L34
N30024'03"E
14.14'
L35
N51 °43'02"W
16.11'
L36
N45004'39"W
14.14'
L37
N44045'04"E
7.09'
L38
N45015'22"W
7.05'
L39
N44054'41 "E
14.14'
L40 I
N45005'19"W
7.07'
- 1 v' N ¢ j--5' F.M.E. - / Gw -- -- 19 1.92' ESMT w 70"E S45005'19"E
OPEN oo `'� 0 w o 37 4' D; cp j 447.90, 16.74' HATCHED AREA DENOTES {
' =.1 I N o ^io pp NO°05'19"VV 5' U.E.
it 1 / 131.54'LIMITS OF DENIED ACCESS I
SPACE 0 O `o p p 15.56' 5280' / / _A,
N89054'411E 209.96' Q
L H, ' Z r Z I ►_li I 1.55' S89054'41"w ------------- / -0 I
1 v ( N89°54'41"E 61.94' - - ° " / ACCESS DENIED PER P�o,s 2292 {
Y )0 13.42 L15 L16 N89 54 41 E - - 269.03 - - - 23 -� !G z
70 ' L51 < 51 - '
;t ' m D wo D' 115.03' ° o-.. 15.03' 0 5' P.A.E. 140.88' ,e �Q 207VOL. 95178, PG. 2292 �O� P,G� w Z
. n -v ! 1.68 I N86 1216"W 50 L C25 89 IRSC ,� OF Q ( r O O
ri 5 P.A.E. D.R.DA.C.T. Q� �� 1� �. > U 0
o . rJ7 IRsc 0 38 c' \ � o 26 to,'� �6 \�� /' Q P, 1 ' G. a:
-i o N 75.36' 6 M S45°05'19"E 1, •� �J I r0 Z
O co Z ( w� d �ti 23.96' - N89°54'41 "E - - - / S �!G �� I _ O
I- co F' o ao O -. 16.14 8. \ �'- S 9 P'
n . l v' w . I { ' I o " I G ��� L5 120.73' �; ,� 06 ` , 64°o 0�.� O Q w
t ' {{ N89 5441E I O 0 , 0 27 m�^ N ,'l'l 5' U.E. - - - ' ` . j7 846+(� o
Z
115.00 c�i o h' 4' N89°54'41 "E-120.32'' F "
5 U.E. ( 36 5' U.E. -►I c� N89°54'41 "E - - '\ M G`I� �S? I
39 0 58 R.O.W. I -/ 2.89' S2. I m
--x;17.5° I Cn o 0 o F_ 107.77' co L18 �` � O Q p d
� LO O 0 25.0' 33.0' �• J 10' X 10' v occi `' 62.40 �s 1 _
a,._.._. __. ' ' - LO m M L51 P.A.E. 28 10.92'3.10 628 S'U ALUM. R.O.W.R.O.W.) I U z
4 cVcN \ MON. FND. CM W H I-
3� _ 47� _ I Z� I m o 5 P.A.E. T.P.E._ U
_ ( ' o N89054141 "E I �� ° " - -N89054'41"E• - N m x ao 25 "�'� OPEN SPACE F 2's,, S W
° 115.fl0' N89 54 41 E _ 107.00' _ N � 0 5' P A E BLOCK B, LOT 1X -� 11 85' 2s 69°26' I co
I�� I I
LINE TABLE
NO.
BEARING
LENGTH
L41
N45005'19"W
14.14'
L42
N44°54'41 "E
7.07'
L43
N35035'1 9"W
13.48'
L44
N29022'25"W
11.14'
L45
N4454'41"E
14.14'
L46
N45005'19, W
7.07
L47
N44°54'41 "E
7.07'
L48
N45005'19"W
14.14'
L49
N 12°42'30"E
5.63'
L50
N54°33'04"E
7.74'
W
LINE TABLE
NO.
BEARING
LENGTH
L51
N46057'36"W
7.74'
L52
N54°30'35"W
8.59'
L53
N29059'59"W
5.81'
L54
N42054'16"E
6.84'
L55
N25001'00"W
20.42'
I
p� E VICINITYMAP
(NOT TO SCALE)
S
GRAPHIC SCALE IN FEET L-5
PAD
60 0 30 60 120 \
6d% V) I -L0
1" - 60' @ 24X36 \ m VISIBILITY TRIANGLE
4 `t z 10' X 10' 1 1 107.00 00 5' P.A.E. 29 I o V �, 1 10.64 I I m �� 24" ( co Q POINT OF
1 ' 0 40 0 o O N89°54'41 "E -- 5' P.A.E. o F I
- o T.P.E. o 0 35 o N M M m O o" - 46.09 157
107.00' N89 5441 E- o %2' BEGINNING DENTON C4 52.06) - - - - - { -- N89°54'41 "E - - - _J - - - 4.
DALLAS COUNTY I 589°5T44'�w I _ ° " N 107.00' _ q --- 4 109.23' - I� 57.04' - - - N COUNTY
�� . I { N89°54'41"E � N89 5441E w o 5' P.A.E. 30 V o I M ° M 1 50' B.L.LID -' OPEN I 5J E�sMhrH^
? OPEN 4% p 115.00' co 107.00' Y 1 O) M O Cl) 58' R.O.W. 19.0' 19.0' 58' R.O.W. +-N89 5441 E- - - I 5.57' 6 °� DALLAS COUNTY
SLK O I w I- N V in _ o " '� 107.00' S' U.E ---- co , in SPACE
I 0 5 P.A.E. 34 o w N89 54 41 E-
LOOT 4X ' I 0 Q W 0 41 0 o- M o 0 0 23 0 -- N89°5441 "E . L I 1 X ( sJ E IRFC
SMITH"
ti Z o o -J 0 0 107.00 5 P.A.E. h
� w � � �t I �- Im �• � 0 5' P.A.E. 31 o rn a� c` i ML 107.00 0 � o "
cr)in,�- . ( S69 26 30 E \
J o Q I 1 N89 5441 E - -I M 5 P.A�I .� N89 5441 E - - 0 10 X 10 5 P.A.E; 0 48.51' \
\ 4 R O �R a, w N89°54'41 "E ( 107.00' w o " I M 58 R. .W. N N89 54 41 E
mm S.{}° ... _____....__. ,. I _ J I N89 5441 E- - _ 107.00 _ T.P.E. 2 T_ 115.00' S ,
..............::..::..
1 115.00 o m 5' P.A.E. 33 0 5° U.F. 107.00' 0 o I 5' P.A.E. 22 00 }- -�- ° „ 1 33.0 25.0 I I 0 e�
° OPE SPACE ® ui I I o in J 1`: rh rh W N89 5441 E° _J 1
\ L I o 42 -i o 107.00' C! 5T.M.E. 32 m Cii IM M +- N89°54'41"E - -� `�' J _I Y 107.00'
1 \ \
H, LIDin o 5.00' - -N89°54'41"E- - "' _ co `t 107.00' �[ _ Q ro 5' P.A.E. 0 rn \
LOT 1 I --S F.M.E. 10 Lo N89 54'41"E 107.00' 0.36 w 0 (� o 5 U.E.
II 0 5 P.A.E. 21 0 -� 3 OPEN SPACE
I- - - -- - L !� 92.00' O.S. 33X - - --92.00' h rn c' O Cfi < C3 m N89°54'41"E I
° 5 115.00' . Opti lSz6, �,� LO M - o J J N - N89°54'41 "E - I 115.00' BLOCK A, LOT 1X \
N89°54'41 "E 0 10.00 5.36 o N89 54 41 E -m CV) I \
• V.T. 0 5' U.E. O.S. 32X V.T. oo 5 107.00 { _
5 OPEN SPACE 0 �_ N I „ N o (J 107.00 0 L5' P.A.E. 2 \
IRsc 0 _ CO - N89054'41 E 339.00 - - ri o om 5 P.A.E. 20 o w 0 o I
0 147.50' 0 I LO
BLOCK B, LOT 1X IVYMOUNT ROAD 191.50' 00 I _ M W _ 4 I
` OPEN E I � I M =+ •N89°54'41"E• -yrs - M �I� `r
N89°54'41 "E V.T. N O.S. 18X V.T. o - • ° " N89054'41 "E /
O,r , BUCK �, I r - - 115.00'- �o� !Qo D1 10.00 ! - - 107.00, _ o N89 5441 E' - Q 115.00' 4 \ \
LO �. sr o o o I O Y
- - 5 00' r• W o L5 P.A.E. o -
3.14' 92.00 Q,S. 1X 92.00 d> 19 0 107.00 \
43 ui J -0 M W V M rMi o 5 P.A.E. 5 o I
IoC I I
o m 0 in N89°54'41 "E - - - o " - ao f•- M - o " 0 0
FUTUREIV6 s` -N89 5441E M W o
° , �, -` to u in to J 107.00' �• o i
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTIES OF DENTON AND DALLAS §
WHEREAS, STANDARD PACIFIC HOMES OF TEXAS, INC. , is the sole owner of a tract of land situated in the Peter Harmonson
Survey, Abstract No. 1794 (Dallas County), Abstract No. 604 (Denton County), and the Buffalo Bayou, Brazos and Colorado Railroad
Company Survey, Abstract No. 1772, in the City of Coppell, Dallas County and Denton County, Texas, and being a portion of Tract I,
called 42.997 acres and a portion of Tract II, called 50.784 acres, conveyed to Standard Pacific of Texas, Inc., as evidenced in a
Special Warranty Deed, recorded in Instrument No. 201200244645 of the Official Public Records of Dallas County, Texas
(O.P.R.DA.C.T.) and also recorded in Instrument No. 2012-91642 of the Official Records of Denton County, Texas (O.R.DE.C.T.),
and being more particularly described by metes and bounds as follows:
BEGINNING at a 5/8 inch iron rod with plastic cap stamped "J.E. SMITH" found for the northeast corner of said Tract I and the
northwest corner of Easthaven (Eastlake), according to the plat thereof recorded in Instrument No. 201400158783 of the Official
Public Records of Dallas County, Texas (O.P.R.DA.C.T.), said corner also being in the south right-of-way line of State Highway 121
Bypass, a variable width right-of-way;
THENCE. South 00°05'19" East, along the east line of said Tract I and the common west line of said Easthaven (Eastlake), a distance
of 747.64 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
THENCE departing said -common line, over and across said Tract I and said Tract II, the following thirty-four (34) courses:
1. South 89054'41" West, a distance of 105.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
2. South 44°54'41" West, a distance of 14.14 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
3. South 0°05'19" East, a distance of 9.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner.;
4. South 8905441" West, a distance of 50.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
5. North 000619" West, a distance of 35.46 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
6. South 89054'41" West, a distance of 127.37 feet to a. 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
7. North 30048'31" West, a distance of 155.93 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
8. North 12°38'44" West, a distance of 44.77 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
9. South 79056'54" West, a distance of 123.94 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
10. South 73052'25" West, a distance of 50.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner at the
beginning of a non -tangent curve to the right having a central angle of 1°23'27", a radius of 450.00 feet, a chord bearing and
distance of North 15025'52" West, 10.92 feet;
11. In .a northwesterly direction, with said curve to the right, an arc distance of 10.92 feet to a 5/8 inch iron rod with red plastic cap
stamped "KHA" set for corner;
12. North 59035'55" West, a distance of 14.14 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
13. South 75024'19" West, a distance of 91.56 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner at the
beginning of a tangent curve to the right having a central angle of 13044'02", a radius of 525.00 feet, a chord bearing and
distance of South 82016'20" West, 125.54 feet;
14. In a southwesterly direction, with said curve to the right, an arc distance of 125.84 feet to a 5/8 inch iron rod with red plastic cap
stamped "KHA" set for corner at the end of said curve;
15. South 40036'36" West, a•distance of 13.25 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner at the
beginning of a non -tangent curve to the left having a central angle of 21042'02", a radius of 350.00 feet, a chord bearing and
distance of South 19057'30" East, 131.77 feet;
16. In a southeasterly direction, with said curve to the left, an arc distance of 132.56 feet to a 5/8 inch iron rod with red plastic cap
stamped "KHA" set for corner at the end of said curve;
17. South 30048'31" East, a distance of 22.11 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
18. South 59011'29" West, a distance of 50.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
19. North 30°48'31" West, a distance of 7.73 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
20. North 73004'58" West, a distance of 14.80 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
21. South 6403835" West, a distance of 27.91 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for comer at the
beginning of a tangent curve to the right having a central angle of 61034'31", a radius of 327.50 feet, a chord bearing and
distance of North 84034'09" West, 335.27 feet;;
22. In a northwesterly direction, with said curve to the right, an arc distance of 351.96 feet to a 5/8 inch iron rod with red plastic cap
stamped "KHA" set for corner;;
23. North 53046'54" West, a distance of 109.29 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
24. North 36013'06" East, a distance of 58.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
25. North 53046'54" West, a distance of 17.50 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
26. North 08046'54" West, a distance of 7.07 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
27. North 36013'06" East, a distance of 207.29 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner the
beginning of a tangent curve to the left having a central angle of 30015'12", a radius of 65.00 feet, a chord bearing and distance
of North 21005'30" East, 33.92 feet;
28. In a northeasterly direction, with said curve to the left, an arc distance of 34.32 feet to a 5/8 inch iron rod with red plastic cap
stamped "KHA" set for corner at the end of said curve;
29. North 39000'28" East, a distance of 8.16 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
30. North 74002'46" East, a distance of 79.03 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
31. North 02051'02" West, a distance of 180.79 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
32. North 11°21'14" East, a distance of 99.72 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
33. North 07°03'01" West, a distance of 251.40 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
34. North 10056'40" West, a distance of 165.87 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner in the
north line of said Tract II and the south right-of-way line of said State Highway 121 Bypass;
THENCE South 80034'49" East, along the north line of said Tract II and the south right-of-way line of said State Highway 121 Bypass,
a distance of 29.13 feet to a 5/8 inch iron rod with plastic cap stamped "J.E. SMITH" found for the northeast corner of said Tract II and
the common northwest corner of said Tract I;
THENCE along the north line of said Tract I and the south right-of-way line of State Highway 121 Bypass, the following four (4)
courses:
1. South 80038'53" East, a distance of 288.78 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
2. South 76050'10" East, a distance of 447.90 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
3. South 64008'46" East, a distance of 182.89 feet to an aluminum right-of-way monument found for corner;
4. South 69026'24" East, a distance of 151.72 feet to the POINT OF BEGINNING and containing 21.338 acres (929,476 square
feet) of land, more or less.
Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the City of Coppell Geodetic Control
Station No. 2, City of Coppell. Benchmark No. 15 and City of Coppell Benchmark No. 17. The bearings shown hereon are Grid values.
The distances shown are surface values.
OWNER'S DEDICATION SURVEYOR'S CERTIFICATION
STATE OF TEXAS §
That I, Michael B. Marx, a Registered Professional Land Surveyor, licensed by the State of Texas, do hereby certify that this
COUNTIES OF DENTON AND DALLAS § plat and the description shown hereon are based upon an on the ground survey of the land, and this plat is an accurate
representation of the physical evidence found at the time of the survey; that the corner monuments shown hereon were found
and/or placed under my personal supervision. This plat was prepared in accordance with the platting rules and regulations of the
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: City of Coppell, Texas.
That, STANDARD PACIFIC HOMES OF TEXAS, INC., does hereby adopt this plot designating the herein
described property as WESTHAVEN, PHASE 2A, an addition to the City of Coppell, Texas and does hereby Dated this the 6744 day of 15460&ry
dedicate to the public use forever, the streets, alleys, and easements specified as dedicated to the public shown � O F T
thereon. The easements shown hereon are hereby reserved for the purpose as indicated. ST • ••
No buildings, fences trees shrubs or other improvements or growth shall be constructed or laced upon, over or *�• '*
9, P g p p
...............................
across the "Utility Easements as shown. Said "Utility Easements" being hereby reserved for the mutual use and Mich el B, Marx, Regi tered Professional Land Surveyor #5181 MICHAEL B. MARX
accommodation of all public utilities desiring to use or using same. All and any public utility shall have the right to KIMLEY-HORN AND ASSOCIATES, INC. ...........• ............••:•••
remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths 5750 Genesis Court,! 0, 5181 �Pv
while reconstructing, inspecting, patrolling, maintaining and adding to or removing from all parts of its respective Suite 200 9;•XCJ
system, within said "Utility Easements", without the necessity at any time of procuring the permission of anyone. Frisco, Texas 75034 S U'R�
972-335-3580
Notwithstanding the forgoing, STANDARD PACIFIC HOMES OF TEXAS, • INC., reserve for themselves, their Fax 972-335-3779
successors and assigns the right to use the surface of all such easements for installing landscaping and irrigation
systems, for parking of vehicles (except that parking shall not be authorized in any designated fire lanes) for the
passage of _pedestrian and vehicular traffic, and to construct and maintain paving on the surface of such
easements for the purpose of such reserved use.
Witness m hand at Coppell, Texas this the �Y da of , 2015.
Y Pp � Y
BY: STANDARD PACIFIC HOMES QF TEXAS, INC., STATE OF TEXAS §
COUNTY OF COLLIN §
By:
Chip yd BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Michael
Director of Land Development B. Marx, known to me to be the person whose name is subscribed to the foregoing instrument
and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity
therein stated.
�o
GIVEN under my hand and seal of office, this the s day of , 2015.
STATE OF TEXAS §
COUNTY OF DALLAS
Notary Pubic in and for the State of TexasJESSICA WALL
BEFORE ME, the undersIned authority, a Notary Public in and for the State of Texas, on this day personally My commission Expires
appeared , known to me to be the person whose name is subscribed to the March 22, 2015
foregoing instrument
and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in
the capacity therein stated.
GIVEN under my hand and seal of office, this the � day of _ , 2015.
J A gta
AA --.d '] low- a
Notary Publi6 in and for the State f exas
ASA
s r The undersigned, the City Secretary of Coppell, Texas, hereby certifies that the foregoing Plat of
WEST HAVEN, P SE 2A , n addition to the City of Coppell was submitted to the City Council on the
day of � , 20# and the Council, by formal action, then and there
accepted the dedication of streets, alleys, parks, easements, public places, and water and sewer lines, as
zoshown and set forth in and upon said plat, and said Council further authorized the Mayor to note the
Floodplain Development Permit Application No. has been filed with the City of Coppell acceptance thereof by signing his ame as herein above subscribed.
Floodplain Administrator on 7.i Qua4
'
ITNESS MY HAND, this day of T11 hr 2015.
•
�
` f
Floodpl in Administrator Date
r'lityvy
ecretary, K-%#,
Coppell, Texas
The developer, builder, seller, or agent shall inform in writing, each prospective buyer of subdivision lots or
property located within special flood hazard areas of this site that such property is in an identified flood
hazard area and that all development must conform to the provisions of the City of Coppell Floodplain Recommended for Approval:
Management Ordinance.
The written notice shall be filed for record in the county Deed of Records and a copy of the notice .must
accompany the application for development permit.
Chairman, Planning and Zoning Commission Date
• Note:
The City of Coppell will not have responsibility for maintenance of the floodway/floodplain area as shown
hereon. The maintenance for these areas shall be the sole responsibility of the individual lot owners adjacent
to said areas. These areas are to remain free of improvements that may obstruct the flow of storm water and Appr ed and Accepted:
protected from potential erosion by the owners. No fences will be allowed in the floodplain or any other
structures (pools, decks, gazebos, etc.) per the City's Floodplain Ordinance.
l
Mayor Date
City of Coppell, Texas
Approved and accepted by:
ON R: Large- le a idential and Commercial Projects
G z <00
44 011 Date of Approval
ATMO ENGY
4r
Date of Approval
VERIZON
eik� a-S•irr
Date of Approval
TI AR
14
Date of Approval
LAs
OWNER/APPLICANT:
Standard Pacific of Texas, Inc.
909 Lake Carolyn Parkway, Suite 1700
Irving, Texas, 75039
Phone No.: (972) 590-2400
Fax No.: (972) 590-2430
Conformed Copy
Official Public Records
John F. Warren, County Clerk
Dallas County, TEXAS
05/07/2015 11:02:10 Aft
$125.00
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FINAL P LAT
WESTHAVEN, PHASE 2A-
87 RESIDENTIAL LOTS/15 OPEN SPACE LOTS
21.338 ACRES
PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS COUNTY),
ABSTRACT NO. 604 (DENTON COUNTY) &
B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772
CITY OF COPPELL
DALLAS COUNTY AND DENTON COUNTY, TEXAS
20 1500 116332
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