AP filed w/County 092415STATE OF TEXAS STANDARD PACIFIC OF TEXAS, INC.
PART THREE TRACT II
CALLED 10.393 ACRES CALLED 50.784 ACRES STANDARD PACIFIC OF TEXAS, INC. 1
TRACT I
INST. NO. 2012-91642
INST. NO. 97-R0089415 I CALLED 42.997 ACRES CALLED 5.086 ACRES
D.R.DE.C.T. O.R.DE.C.T.
�;HwAY INST. NO. 201200244645 S80°34'56"E S80034'49"E INST. NO. 2012-91642 STATE OF TEXAS
STATE Hf O.P.R.DA.C.T. 45.33' 29.13' O.R.DE.C.T. VOLUME 95142, PAGE 2590
BYPASS „2" IRF INST. NO. 201200244645 D.R.DA.C.T. S7A �.�
121 _ srs" IRFC O.P.R.DA.C.T.
R. DA. C. T. yIG
IAB�E O.W) '
WIDTH R' 365.42' IRSC "J.E. SMITH" {�
(VARIAB I X743 wgR/ggC
E wlo X21 B
I 52.79, s8Q°38► „ �
-------- _-_ - OPEN I 53 E 288.78' 5.00' T� R. Q YPgS'
OPEN SPACE SPACE I I DRAINAGE EASEMENT ACCESS DENIED PER
VI/,� S
BLK (S, BLK H, I rn I VOL. 95142, PG. 2598 8. 8 IRSC VOL. 95142, PG. 2590
I 0
F OW LOT 3X I I D.R.DA.C.T. 5' U.E. ' ° , , D.R.DA.C.T.
LOT 1 ACCESS DENIED PER
1.16 . I j1 CC. NO. 95-R0045330 S9 2128'W - -
5720' VOL 95178 PG 2292
11
1
10
NO.
--i
LENGTH
L1
S44°54'41 "W
14.14'
L2
S00005'1 9"E
9.00'
L3
0
14.14'
"F
C
13.25'
L5
N30048'31'W
7.73'
L6
N73004'58'W
14.80'
U
O
27.91'
L8
N53046'54'W
9
L9
N08046'54'W
7.07'
O
N39000'28"E
8
1
3
li I O I D.R.DE.C.T. I - 50.19' OPEN SPACE '
o 19 w I L43 48" D.R.DA.C.T.
Q N89°54'41"E 5' U. E.
BLOCK B, LOT 1X
LINE TABLE
NO.
BEARING
LENGTH
L1
S44°54'41 "W
14.14'
L2
S00005'1 9"E
9.00'
L3
N59°35'55'-vV
14.14'
L4
S4003636'W
13.25'
L5
N30048'31'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
L'! 1 N74002'46"E 79.03'
L'I 2
L13
S14°35'41 "E
33.89'
N89054'41 "E
30.00'
L14
S89054'41'W
30.00'
Ll5
N89054'41 "E
25.00'
1_16
S86°1216"E
78.40'
L17
N89054'41 "E
33.21'
L18
N89°54'41 "E
144.00'
L`t 9
S50006'20'W
17.05'
LL�0N89°27'14'W
L28
122.44'
LINE TABLE
NO.
BEARING
LENGTH
L21
S00°05'19"E
116.46'
L22
N45°05'19'W
14.14'
L23
N43028'03"E
15.04'
L24
N55038'33"E
16.11'
L25
N52°44'48''W
14.54
L26
L36
N33 58 391 E
14.54
L27
S45031'1 TIE
14.04'
L28
N44°54'41 "E
14.14'
L29
N81013'06"E
14.14'
L30
N12016'34'W
12.69'
I Z I ZZ¢ w 128.14' V 010 N00°05'19"W 10' WATER - S76°SQ�1Q S45°05'19"E
I cr NI Q I---5' F.M.E. �0 1.92' ESMT E 4479®, 16.74, HATCHED AREA DENOTES
OPEN 000 37 / o �' No°o5'19'W ` `,LIMITS OF DENIED ACCESS
SPACE I < 0 m Il til o ^h h / c�`b o 15.56' 5 U.E. 52.8, 131.54'
I O 0 - -N89°54'41"E 209.96' - - - - �V`
BLIP H, z I ua I / 1.55 S89 5441"W - - - - - - - - - - ACCESS DENIED PER 5 °�
zv�v ° _-- ° „ --269.03'-p'��1''
M I N89 54 41 E L15 L16 L51 61.14 N89 54 41 E 51 • ',/
LOT 2X I ®70 o m I 13.42 N - 207 IR VOL. 95178, PG. 2292 O �F Q,G �- >
I r: co p w I 115.03 --- o-� 15.03' - 140.88 50' C. 025 .8g sc D.R.DA.C.T. �L01g,e (. I j O O
,t o M 0 ° 0 5 P.A. E. B.'�
i?1 � -0,P IRSC �I 1.68' I N86 1216'W C, o 26 O� ° cp ! '`QP �(P 4j� G I
I � o I o 38 N 75.36' 7Q M-�5 P.A.E. �tK S45 0519E 6� \ GJ _A�p, OP. Q ZCO O
A o� o m I o 60 0 n 16.14 d= \�►` �• I J I-
o �ti 23.96' ter, - N89 5441 E- - - \ S'64° �� O Z ¢ Z
I p, 0
Ln °o° I G .0� _ 120.73 �; ;� X00 5' U.E. 7 8� �O I U) � Jo
I I I I N89°54'41 "E I �O L50 1 g 27 m/ . N ..1 „ - 6� 3 z 0) ,q
M N89054'41 E-120.32 8; I O a� v
II I o I m 115.00' 5' U.E. 36 5' U.E. -•I " _� - .N89°54'41"E- - M G 0 - �S? - 1 7g83'� y8?89. 34S?, (�
I I I o o Y 39 0 58 IR.O.W. I 107.77 m L18 h�` C = 0 0
o V o i` iv 65.17 S TS I ALUM. R.O.W. Z Z
x;17.5 I I I o O o 25.0' 33.0' ~ -' 10' X 10' o L5' P.A.E. 28 - 2• \ _ `l' MON. FND. (CM) I � I- h-
28.0' 40.0' I ( I j J � 0 5' P.A.E. T.P.E. C r0i 10.92' r J 3.04 S2, SOF 2r I � U U
47.0' m N89°54'41"E I r c' - - N89°54'41"E - N m X 56.5 R.O.W. im 25A 20.84' OPEN SPACE ST Sg9° 1 a �
I ( I 'n (-- N89°54'41 "E - Y ,
I a 1 115.00 I 107.00 0 5 P.A.E107.00' N �'� 5 P.A.E. BLO AI EB LOT 1X m 11.85' 2511 ?s24,F I °�°ca
(I t o L, a v I a s POINT OF
C) I a 29 Io H ° „ o� ,
4 I I ,.. I Z ® 40 10 X 10 0 0 I 35 0 M M o O - N89 5404 EO�108.50 L1 - N89°54`41"E- - 46.09 0 BEGINNING
I, T.P.E. I _ _ ° _m� m o DENTON COUNTY
IN 52.06 - - - - - N89 5441 E - - - - 1.50 0 - _ - -0 109.23' - ^ 57.04 _.,. - - - - - -
i�, �- ° , , N o , " _�_ `V , 107.00' rRFC
ai M o 1 5U B. L. ad
-"� OPEN 1 JE.ISMITH" DALLAS COUNTY
DALLAS COUNTY 11 S89 5744'W 1 N89054'41 "E w o 30 O o M W N
I N89 5441E 0 5 P.A.E. V q 1 co x+- ° „ I r- ca
N89 54 41 E - - - �, 5.57 �6
OPEN SPACE ' 115.00' 00 107.00' Y I M J M 58' R.O.W. 19.0' 19.0' 58' R.O.W. �,� to SPACE I yrs" IRFC
o (� - _ - . 107.00 5 U.E.
W I'- N o 5' P.A.E. o w o N89°54'41 "E -- o - N89°54`4.1 "E 1 X 1 d "J.E. SMITH"
BLK G, f� cn O Z. I I o 34 p o _J o rb in o I 5' P.A.E. 23 0
I I O Q w o 41 ® .� _ J 0 0 107.00 °D °O �,� ri 107.0 c I S69°26'30"E \
LOT 4.X. N Z 2 0 1 m er a O 5 P.A.E. O r" �' Cl)° , n `"'Lio,, cn -+- N89 5441 E - - P.A.E. 31 M o rn i- - N89 5441 E - - 0 X 10 5 I'.A.E.J N N89°54'41"E
z w Ln cA o , „ M 5' r r '
48.51 �
_J ( N89054'41E I 1 1 -- - 1 `� cLA 107.00' 0 T.P.E. 2 r I 115.00' ISO's.
47° ;O.W. u� „ 1 107.00 � N89 5441 E- - ° „
R=45.0' I r I 115.00, Uj o 5 P.A.E. 33 0 5 U.E. 107.00 J - 0 5 P.A.E. 22 M W -�- N89 54'41 E. -1 33.0' IV 58' R.P.W.
7k~ OP SPACE o 42 -i i �' 0 107.00' o d ch t'F.M.E. 32 m - -, -I V 1 _ 0 0
~ I �- • N89°54'41 "E - Y 107.00'
M I 5.
- -N89 5441 E' �- N89°54'41"E-107.00' 0.36' W ri V c J 3 ° „ I OPEN SPACE
BLK H, o w m o ° - M o - 0 107.00' Y_ Q o O A.E. 00 5' U.E.
LOT 1X i�-5' F.M.E. o 5.00 rn �� 5 P.A.E. 21 m 1 N89 5441 E
-11 0' - !Q� 92.00' O.S. 33X Dti !Q - - --92.00' mph - I -N89054'41"
OJT �! - _1_ .N89°54`=11"E - I 115.00, BLOCK A, LOT 1X \
% 5 0 �. 6' 5.36' oE -m cn I
N89°54'41"E V.T. 10.00 O51 U.E..S. V.T. o0 0 �' 107.00' M 107.(x)0' 0 I 0
5 IRSC OPEN SPACE ® �_ _ O N - I N89°5441"E 339.00' - - CO �,; `' m 5' P.A.E. 20 ui o0 0 5' P.A.E. 0 � 2 � \
W 0 4 0 1 o I ci \ �.
BLOCK B LOT 1X C' 147.50' 0 191.50' V)i - M r' 1 v
SO, - IVYMOUNT ROAD I 0 ° Io - . ° - N89°54'41"E \
PEN SPACE 1 N o 0 0 N89 5441 E- -€ /
N89054'41 "E V.T. N -10.00'
N89 54'41 E
.� o
V.T. co 107.00' 0 115.00' q�
O BLOCK FI, I-- 115.00'-- "� --- 0�. 92.00 0 ti
O !Q 0� !st 0 5' P.A.E. 19 00 4) � 0L 107.00' I 1
LOT 4X 3.14' 92.00 - O.S. 1X 5.00 �,� Z W 03 �, 5 P.A.E. 0
' W o 43 w o ° „ ° " I- oo W U i-- c ° M 5 o W o 3 I
/ 0 m o �, N89 54 41 E - - _ -N89 54 41 E W M a. Q UJ ri - - N89 54 41 E • - - V L.,
FUTURE ®� - ' - Z0 O �- LU M I 5'U.E. 1 1 I --
107.00 io _ 107.00 J �'
/ �-- "' w r o 0 0 5 F.M.E. o W 107.00 0 -N89
0 N 1-- 5 F.M.E. s, 1 r l V_ ri 1 ri I N89-54-41 "E
° „ Q ao 18 M 5 F.M.E. a M 0 441 E-
`, WESTI=IAVEN �-
N89054'41E ®w V 0 d + N89-54-41 "E r H C:11
I 5 P.A.E. 18 M I 101,00' I Z 11 .
CO
Z 115.00° a, N89°54'41 "E ( - -107.00' - - - y I Z c` i - N89°54'41 "E - - I o 0 5' P.A.E. 1 o j I 5 00' 1 5
.E 1CID
21 / 1 PHA a 44 1 0 ® o - - 107.00 - - - < a -5' P.A.E. 2 1 0 LO In LA 107.00 220.00' o t 5' P.A.E. 0 4 I /
/ f 0 0 0 Z> 6 P.A.E. o, c'i Cn r ® 0 5' P.A.E. 17 0 _-N890546
" - o I o d -
O 1 IRsc 1 ® 0 I LO co17 T E10 �? , `' N89°54'41 "E a� M 41 E -
' I I v M _4J__ - -107.00'_ -N89°54'41„E.--107.i)®°'` Z 10' X 10' N89°54'41 "E W
rn o !-5 P.A.E. 3 0 0 1� 107.00 1 o T.P.E. 7 0 115.00'
\. 2 N89°54'41 "E N89°54'41 "E V rn o o - 0 0
22 115.00' --107.00' - I N M vi ~ a am 0
_ - z z 5 P.A.E. 16 a �r 1 _ 10' X 10' I LO 6 0
o 5' P.A.E. 16 V o W N89°54'41 "E V = M 1� c` i - - N89°54'41 "E - o T.P.E. - o
/ 3 j ® 45 0 ® 0 r' - - -107.00' - -�C = I = + - N89°54'41 "E - - I 0 5 I o Q
�qa 0, 1 ® o M v m a in 0 -{_ , C)� 0 0 107 00 0 (n O
Ci 61/ �n 0 0 5 P.A.E. 4 0 58 R.O.W. 0 107.00 I i ( - - - -
G ti N89°54'41"E I o M O CO0 0 5 P.A.E. l 0
_ _5( P.A.E. 15 0 8 0 I N89°54'41 "E I Q
O a0o I N89°54'41 "E I I 58' R.O.W. 107.00' - - - co `' N89°54'41 "E m coM `�' M 67.75' r
/ 6� 115.00' 0 FL P.A.E. = +- - -107.00' - - �, 58' R.O.W. 19.0' 19.0' 4.50 - -107.00' - - - i- _ „ I `r 1 115.00'-� 30' ROAD EASEMENT
a, m 5 U.E. 0 15 0 53.5 R.O.W. ° " ,
0 I I I 0 0 1-5' P.A.E. 5 rn N89 5441E 111.50 N89 5'i1 E-- 0 I,J I o ( Z 2
- 0 0 X 46 0 � 6 VOL. 817 PG. 335 I O
. � 0 11.16 0 107.tt0 0 op o &VOL. 817 PG. 338 �
CO . ` C� ® ° 5' U.E. vi 13.58' 5' P.A.E. 2.64 0 0 0in
0, ° 14A v L5 P.A.E. _
O o o N89 5441E !� 1 D.R.DE.C.T. _
/ I• ua O Ln I N89 54 41 E �7 M ,ID N 'n
J 107.00' - - - _ _ °O 2.Sp# 4 �� 35.04 V INST. NO. 201100177765 - U
1 16 APPROXIMATE LIMITS OF ZONE AE 0 I � 1 I -F 5' U.E. - - - O ��11 021 o U ba 17.05' / 234' ( N89-54'41 "E 1 & INST. NO. 201100177766
/\ N a,
N89054'41E o 16P.A.E. 5' P.A.E. ,r o ,
{ (100 -YEAR FLOOD PLAIN) PER F.I.R.M.. MAP Z o m 14 00 Q 12.18 00 \ 0 115.00 O.P.R.DA.C.T. V
; D 115.00 V 0 0 C i `rc� is 59.87' 28.23 D�'�' 'o J
NO. 48113C0135 J, DATED AUGUST 23; 2001 1 0 ( I V_ Cn 6 0..a < 9� ml _ _� ( ABANDONED BY o 1
LINE TABLE
NO.
BEARING
LENGTH
L31
N63°03'53"E
17.84'
L32
N48°3742'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 15'22''W
7.07'
L39
N44054'41 E
14.14'
L40
N45005'19" V1l
7.07'
LINE TABLE
NO.
BEARING
LENGTH
L41
N45005'1 9"W
14.14'
L42
N44054'41 "E
7.07'
L43
N35035'1 9"W
13.48'
L44
N2922'25"W
11.14'
L45
N44054'41 E
14.14
L46
N45°05'19'W
7.07'
L47
N44054'41 "E
7.07'
L48
N450519"W
14.14'
L49
N12 -42'30"E
5.63
1_50
N54°33'04"Et�
7.74'
LINE TABLE
NO,
BEARING
LENGTH
L51
N46°57'36" V1l
7.74'
L52
N54°30'35"W
8.59'
10.92'
N29 5 591W
11.15'
EL53
L54
N42054'16E
6.92
L55
N25001'00'W
20.42'
GRAPHIC SCALE IN FEET
60 0 30 60 120
1 " = 60' @ 24X36
i
L9
N36013'0611E
58.00'
° 1.50 7.11' L20 15' ALLEY 'G� o 58' R. .W. 0
AS REVISED BY LOMR CASE # 14-06-1947P o 0 47 1� iY°
0 0 I TERMINATION OF
0 o 0 107.00' I j, -° G O, 10' X 10' c5 0
Z o o N89°54'41"E-108.50'• - �, J rn 15.42 19 52' �y`�' ��, I , o EASEMENT BY MERGER
U? I M 41.40 - 41.00 \ T.P.E. j 33.0 25.0 -
-► 13.73' s �0•, I ° I INST. NO. 2014-87220 &
6 P.A.E. N ��, PSA .0%, 98.16 3.68 2c� `�� 1 N89 5441E INST. NO. 2014-87219 -I
N89054'41 E I , I 13A I �s z .20' - ' u.E. �- I I w I �° 10 I _ ,
'j 9RSc 115.00' 56.5 R.O.W. o IJ 2� 100, '0 5 P.A.E. �- I �- dam, 23.70'VT o ( I 115.00 I O.R.DE.C.T.
1 I J I m Im „� 22175 -4 I 13 f 12 En °u moo, \ 0; o _ g
G 9 L10 �� 0 48 m 0 o Gti1 ��! °2a 19 a1°' I 1 W I W I ti� ti a 8 I EASTLAKE
I IRSC 1
N89054'41 "E r o 71.83' 1.0.56, P� Ng1.00' '° ? O I ' M N N N 11 so \%O �� w I - - DRIVE
IR,8C 115.00 15.00' !�, g8' B jOGK, m > �° 0 .N `o M �i CO) o - - 9� �� � I N89 54 41 E
20 I I L 17 8 9.02' _ _ --- - 'o 'o a c•► �, I V? 0 = o 0 o „
ry ( 50.00' 50.00' 164 ALl-E` 0 -
V I I 45.00' --- L37 39.86' G` C' 2 m ,� 7 N rn W N ®� 5'F.M.E. z I z( ° L14 c 115.00'
2.99 43.481-- > > d �-5 P.A.E. 0, o
DRAINAGE I I I ' 81.52' 6.02' m > �, $ > w rn (� `� - cn - 10
z ate: 1v o _ I _ I_ CI, s J_ I --- -� -
21 IRSC EASEMENT 1 5' U. E. j� , , ` 9 >o � o P ME1 , M 1 - - - - - -^'� - V. ' O� 9 13
5 F.M.E.-'-I c 10 X 10 5 F.M.E. 10 X 10 2 w o o_ 5� 96.03 ON 1- V.T 713.55 110 B.L. i9 0 1 -Z Y co
OPEN I I o T.P.E. 0 >°P. V.T.N I 41.51' 27.46' / o ti _
I T.P.E. 10 o CP_ V.T.
I r 57.54 tib` 50' O.W. ao
` SPACE 1 5 X 58 R.O.W. rnX I d 11 a 4.81' 7.23' - - - - - - - - - _ _ - - - OPEN - - N89°54'41"E_ - - H r H
0 50 0 49 0 00 N i 12 < < Q ` 7.30 - 2, ,n 25.0' 25.0' 115.00' Q Q O U
o r cz 18• i 19 L25 cv SPACE o
ti BLOCK B LOT 1 X �i 0 0 a 0 d- I 25.0' 33.0' N 'r' �z '� �' 10 36• L26 OS88002'1" a �1 - I Q
\ S0 `n u� ,.� :�� , to ` p0, _99.02 _ 5E 102.91' 0 � � ti o 0 Y Y W 't Q 11
�� h• �• .,OC��S i, r o r r o (n 1 cn z' ` , 0` q1. 7.92' 45.47 C7 0 o 0 10 V o U Z p D
5' F.M.E.Z z O Zh 99.86' O c� cr_ 1 gL• 410 ,v o ,ti 1 a OJ W N
�p� 0� �L I 27.84, w 1 I I "Cr o r v 7.37' 000 REIN 0� 0, �° 135.82' N V.T. O LOT 8X ~ I m m > Q o_ -
/ \ \ 1 ? I I I Z m 5 ��G 1?6 56 50.0 , _ - - - -71.08'- - �u'S G I N89°54'41 "E Q Z O
4t Z` \ 64.66'. 15 B.L. V.T. I 1 5V ° ,1g E V.T. -137.27 BLOCK D =
�S�'° 4 64.66' <<r - - V T , ` T--341
0 o N75 24 r L34 OPEN SPACE ^1 X \� 115.00' co H
7.02 56.82 cr > 00 - IRSC ui " ' i
$ °'�� Q� SA rr0 sS�t,, 10:38' �. -'44.41' -50.001- -50.00'- �`L`b !2, o_ 70� 126.56 r`' C11 15 C3 p�4° 1°45`2 �0 2 0 - Q Z 12
co 5.00' AO
O IRSC .,123. �, N1 1`' �` s o ti0 11 W\,��GN 9.00 _ N �31Rsc 79°5654 W 158CIAtiS�° 5 S,5 -O - N89°54'41"E 215.30' o � - C6 C1 -� � 2 � IRS N12038'44"W 13.98' � o` h0 o L13 I N89°54'41 "E - -
S• 770 sSQ-, q J� 0 0 184.93 130.37 IRSC IRsc S73°52'25"W 44.77' IRSC
1 \ NT 115.00
\ 00, �. F o I "' N 1RSC 50.00' 9 J' �S 12.46' 10' X 10' z 13
_ -
\ O ® 1 ! p� 1 `'� \ S � , 0 -
tiSO�s, 148.96' �2 p W • 1 Sc` - rSe 4 !�S o T.P.E. 12 W 0 �
R UTILITY ESMT -� \ V.T. o I U U
;c ri0 sA,, q� // �/ �.'� LOT 50X 50 01 �' INST. NO.201500116253 \ ti� I - -
\o� oo. !2, ��� OPEN I o 20 o 'o 5' U.E. ° 0 J Z -
B o (7 � 25. , in 33 O.P.R.DA.C.T. c� ° w I N89 5441E 0 � I-
�� \ o �. �- 10 , > $ ° O ti 5 F.M.E. 0 115.00' (0 Q w
8<,Rs 9s 7 J�II / ��°' SPACE , N 1 n v S75°24'19"W �W. `' I N � a m o 0
\ \\ ° 91.56' "'�, I ( 13 0 N Cq 14
BLOCK B - +�.� �Nr� No 0=13 44 02 2 W ti `t o u
,> U o cfl
u;
00 \ oh s0, I to N o R_ 525.00' > 0 a o V.T. 10' B.L. °z z
L-125 84 cs \ z
� BLOCK B �
I
> = ZERO LOT LINE
15' ALLEY
�1 133.00,
20' B -L.
a
Er)0 0
_o o_
Im (m
10' B.L.
33.00'
STREET
VICINITY MAP
(NOT TO SCALE)
L PAD
U.1
of
V)
L \ m VISIBILITY TRIANGLE
- ROW
CURB
45'
STREET
VISIBILITY TRIANGLE DETAIL
NTS
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C1
1023'27"
�J
10.92'
o
10.92'
C2
LENSMLLE
a0
W
N21 °05'30"E
COPPELL
C3
1 °2223"
400.00'
9.59'
N 15°26'24'W
9.59'
C4
61034'31 If
sv
325.09'
S84034'09"E
309.67'
Z
ACE
39.00'
36.55'
w
0
35.22'
C6
S, h
500.00'
126.59'
N82039'30"E
126.25'
C7
16°33'27"
500.00'
6 ypgSs
N83041'02"E
`L�
C8
180000'01"
75.00'
235.62'
S00005'1 VIE
150.00'
C9
30043'12"
375.00'
201.06'
S15°2655"E
198.66'
C10
SITE
50.00'
147.94'
N84040'31 "E
99.58'
arr
1031'54"
425.00'
11.36'
S1 5021'38"E
CORPORATE PAR
Andrew Brown
Community Park
DENTON CREEK
50.00'
54.59'
N49025'42"E
Andrew Brown
C13
14030'22"
400.00'
Community Par
G�
_J
C14
86006'56"
47.50'
_J
S43008'48"E
64.86'
Qr
oMISTY
HAVEN
74.61'
S45005'1 VIE
U
C16
COT70NWO
47.50'
GRAPHIC SCALE IN FEET
60 0 30 60 120
1 " = 60' @ 24X36
i
L9
N36013'0611E
58.00'
° 1.50 7.11' L20 15' ALLEY 'G� o 58' R. .W. 0
AS REVISED BY LOMR CASE # 14-06-1947P o 0 47 1� iY°
0 0 I TERMINATION OF
0 o 0 107.00' I j, -° G O, 10' X 10' c5 0
Z o o N89°54'41"E-108.50'• - �, J rn 15.42 19 52' �y`�' ��, I , o EASEMENT BY MERGER
U? I M 41.40 - 41.00 \ T.P.E. j 33.0 25.0 -
-► 13.73' s �0•, I ° I INST. NO. 2014-87220 &
6 P.A.E. N ��, PSA .0%, 98.16 3.68 2c� `�� 1 N89 5441E INST. NO. 2014-87219 -I
N89054'41 E I , I 13A I �s z .20' - ' u.E. �- I I w I �° 10 I _ ,
'j 9RSc 115.00' 56.5 R.O.W. o IJ 2� 100, '0 5 P.A.E. �- I �- dam, 23.70'VT o ( I 115.00 I O.R.DE.C.T.
1 I J I m Im „� 22175 -4 I 13 f 12 En °u moo, \ 0; o _ g
G 9 L10 �� 0 48 m 0 o Gti1 ��! °2a 19 a1°' I 1 W I W I ti� ti a 8 I EASTLAKE
I IRSC 1
N89054'41 "E r o 71.83' 1.0.56, P� Ng1.00' '° ? O I ' M N N N 11 so \%O �� w I - - DRIVE
IR,8C 115.00 15.00' !�, g8' B jOGK, m > �° 0 .N `o M �i CO) o - - 9� �� � I N89 54 41 E
20 I I L 17 8 9.02' _ _ --- - 'o 'o a c•► �, I V? 0 = o 0 o „
ry ( 50.00' 50.00' 164 ALl-E` 0 -
V I I 45.00' --- L37 39.86' G` C' 2 m ,� 7 N rn W N ®� 5'F.M.E. z I z( ° L14 c 115.00'
2.99 43.481-- > > d �-5 P.A.E. 0, o
DRAINAGE I I I ' 81.52' 6.02' m > �, $ > w rn (� `� - cn - 10
z ate: 1v o _ I _ I_ CI, s J_ I --- -� -
21 IRSC EASEMENT 1 5' U. E. j� , , ` 9 >o � o P ME1 , M 1 - - - - - -^'� - V. ' O� 9 13
5 F.M.E.-'-I c 10 X 10 5 F.M.E. 10 X 10 2 w o o_ 5� 96.03 ON 1- V.T 713.55 110 B.L. i9 0 1 -Z Y co
OPEN I I o T.P.E. 0 >°P. V.T.N I 41.51' 27.46' / o ti _
I T.P.E. 10 o CP_ V.T.
I r 57.54 tib` 50' O.W. ao
` SPACE 1 5 X 58 R.O.W. rnX I d 11 a 4.81' 7.23' - - - - - - - - - _ _ - - - OPEN - - N89°54'41"E_ - - H r H
0 50 0 49 0 00 N i 12 < < Q ` 7.30 - 2, ,n 25.0' 25.0' 115.00' Q Q O U
o r cz 18• i 19 L25 cv SPACE o
ti BLOCK B LOT 1 X �i 0 0 a 0 d- I 25.0' 33.0' N 'r' �z '� �' 10 36• L26 OS88002'1" a �1 - I Q
\ S0 `n u� ,.� :�� , to ` p0, _99.02 _ 5E 102.91' 0 � � ti o 0 Y Y W 't Q 11
�� h• �• .,OC��S i, r o r r o (n 1 cn z' ` , 0` q1. 7.92' 45.47 C7 0 o 0 10 V o U Z p D
5' F.M.E.Z z O Zh 99.86' O c� cr_ 1 gL• 410 ,v o ,ti 1 a OJ W N
�p� 0� �L I 27.84, w 1 I I "Cr o r v 7.37' 000 REIN 0� 0, �° 135.82' N V.T. O LOT 8X ~ I m m > Q o_ -
/ \ \ 1 ? I I I Z m 5 ��G 1?6 56 50.0 , _ - - - -71.08'- - �u'S G I N89°54'41 "E Q Z O
4t Z` \ 64.66'. 15 B.L. V.T. I 1 5V ° ,1g E V.T. -137.27 BLOCK D =
�S�'° 4 64.66' <<r - - V T , ` T--341
0 o N75 24 r L34 OPEN SPACE ^1 X \� 115.00' co H
7.02 56.82 cr > 00 - IRSC ui " ' i
$ °'�� Q� SA rr0 sS�t,, 10:38' �. -'44.41' -50.001- -50.00'- �`L`b !2, o_ 70� 126.56 r`' C11 15 C3 p�4° 1°45`2 �0 2 0 - Q Z 12
co 5.00' AO
O IRSC .,123. �, N1 1`' �` s o ti0 11 W\,��GN 9.00 _ N �31Rsc 79°5654 W 158CIAtiS�° 5 S,5 -O - N89°54'41"E 215.30' o � - C6 C1 -� � 2 � IRS N12038'44"W 13.98' � o` h0 o L13 I N89°54'41 "E - -
S• 770 sSQ-, q J� 0 0 184.93 130.37 IRSC IRsc S73°52'25"W 44.77' IRSC
1 \ NT 115.00
\ 00, �. F o I "' N 1RSC 50.00' 9 J' �S 12.46' 10' X 10' z 13
_ -
\ O ® 1 ! p� 1 `'� \ S � , 0 -
tiSO�s, 148.96' �2 p W • 1 Sc` - rSe 4 !�S o T.P.E. 12 W 0 �
R UTILITY ESMT -� \ V.T. o I U U
;c ri0 sA,, q� // �/ �.'� LOT 50X 50 01 �' INST. NO.201500116253 \ ti� I - -
\o� oo. !2, ��� OPEN I o 20 o 'o 5' U.E. ° 0 J Z -
B o (7 � 25. , in 33 O.P.R.DA.C.T. c� ° w I N89 5441E 0 � I-
�� \ o �. �- 10 , > $ ° O ti 5 F.M.E. 0 115.00' (0 Q w
8<,Rs 9s 7 J�II / ��°' SPACE , N 1 n v S75°24'19"W �W. `' I N � a m o 0
\ \\ ° 91.56' "'�, I ( 13 0 N Cq 14
BLOCK B - +�.� �Nr� No 0=13 44 02 2 W ti `t o u
,> U o cfl
u;
00 \ oh s0, I to N o R_ 525.00' > 0 a o V.T. 10' B.L. °z z
L-125 84 cs \ z
� BLOCK B �
I
> = ZERO LOT LINE
15' ALLEY
�1 133.00,
20' B -L.
a
Er)0 0
_o o_
Im (m
10' B.L.
33.00'
STREET
VICINITY MAP
(NOT TO SCALE)
L PAD
U.1
of
V)
L \ m VISIBILITY TRIANGLE
- ROW
CURB
45'
STREET
VISIBILITY TRIANGLE DETAIL
NTS
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C1
1023'27"
450.00'
10.92'
N15025'52'W
10.92'
C2
30015'12"
65.00'
34.32'
N21 °05'30"E
33.92'
C3
1 °2223"
400.00'
9.59'
N 15°26'24'W
9.59'
C4
61034'31 If
302.50'
325.09'
S84034'09"E
309.67'
C5
53041'34"
39.00'
36.55'
N63003'53"E
35.22'
C6
14030'22"
500.00'
126.59'
N82039'30"E
126.25'
C7
16°33'27"
500.00'
144.49'
N83041'02"E
143.99'
C8
180000'01"
75.00'
235.62'
S00005'1 VIE
150.00'
C9
30043'12"
375.00'
201.06'
S15°2655"E
198.66'
C10
169031'40"
50.00'
147.94'
N84040'31 "E
99.58'
C11
1031'54"
425.00'
11.36'
S1 5021'38"E
11.36'
C12
62033'08"
50.00'
54.59'
N49025'42"E
51.92'
C13
14030'22"
400.00'
101.27'
N82039'30"E
101.00'
C14
86006'56"
47.50'
71.39'
S43008'48"E
64.86'
C15
90000'00"
47.50'
74.61'
S45005'1 VIE
67.18'
C16
50011'40"
47.50'
41.61'
S25000'30'W
40.29'
C17
40026'25"
47.50'
33.53'
S70019'33'W
32.83'
C18
15031'10"
250.00'
67.72'
S07040'1 6"W
67.51'
C19
97010'51"
10.00'
16.96'
N48 40'45''W
15.00'
C20
97010'51
10.00
16.96
N4830 061E
15.00
C21
180000'00"
19.00,
59.69'
N89° 1
54 41 E
38.00'
C22
180000'00,'
19.00;
59.69'
S89 54'41''W
38.00'
C23
26-14'44"
72.50
33.21
N13 -02-03"E
32.92
C24
48° 571611
77.00'
65.79'
N24 -3358"W
63.81,
C25
158035'52"
77.00'
213.14'
S79012'36"W
151.32'
C26
104030'22"
40.00'
72.96'
S52020'30"E
63.26'
C27
72°18'28"
40.00'
50.48'
N42047'26"E
47.20'
C28
53041'34"
64.00'
59.98'
S63003'53"W
57.80'
= ZERO LOT LINE
15' ALLEY
20' B.L. l
ed
w 1
a -1 J 0
in plm pl
_o o
II ��
10' B.L.
41.00'
STREET
2S0' O EASEMENT �_ O �''. CB-S82°16'20"W \ °`L 7 I !� 105.00' it - - - TYPICAL TYPICAL TYPICAL
IRsc �° h L29 5 1 5 , BLOCK D W COLUMBUS U LOT DETAIL LOT DETAIL LOT DETAIL
NS °� s, a• v E co' C=125.54' \ 3 yp 2 0 c�. I J -
32 PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS 5� O _ DRIVE o `V m CO ZONING RBN 3 ZONING RBN-4 ZONING RBN-5
COUNTY ABSTRACT NO. 604 DENTON COUNTY 2 I �--- Q Q LOTS 14-32 BLOCK B AND LOTS 1-13 & 33-36 BLOCK B; LOTS 1-13 BLOCK A; LOTS 37-49 BLOCK B•
( IRSC N89°54'41 "E 140.00' � '
go - o ir, 259( 0 LOTS 1-6, BLOCK C LOTS 7-18, BLOCK C; ,
"!/ \ 31 BUFFALO BAYOU, BRAZOS AND COLORADO RAILROAD v 6 " e IRSC - 0 ui AND LOTS 1 & 2 BLOCK D
S89054'41 W 127.37 0 o N AND LOTS 1-4, BLOCK H
7 COMPANY SURVEY, ABSTRACT NO. 1772 0
p9? • �� ��p
�IRsc \ S30°48'31 "E ®'y \ NO°05'19"W IRsc IRsc251.79' �, 1�'�`°61�� 22.11' FUTURE �fiN IRSC �,` S89054'41 "W 105.00'
35.46' 2 . 25.00' BLOCK E
IRSC eR'Q \ o IRSC 2yo IRSC S5901 1'29"W WESTHAVEN 4 yL 4 3 IRSC \�scT L2 27 PURPOSE FOR AMENDING PLAT:
GF IRSC IRSC "74, 50.00' 30 PHASE 2B � 3X S89054'41 "W 1 AMENDING PLAT ADJUST THE LOT LINES FOR LOTS 14
sl'REFT 321.89' - No �1 IRSC,O ° 250 5 2G 5 OPEN SPACE 50.00' WESTHAVEN, PHASE 2A AND 25, BLOCK B, AND LOT 13, BLOCK C.
C4 L6 5is \ 1 87 RESIDENTIAL LOTS/15 OPEN SPACE LOTS
OPEN SPACE I L5 `� \ NOTES: 5. All open space lots (Lots _x) within the development are to be owned and maintained by the
� C:3 3 5 _..-- „_.... � \ / Westhaven HOA. 21.338 ACRES
BLOCK N, CS- ° 27� „ �- APPROXIMATE LIMITS OF ZONE AE 1. All corners set are monumented with a 5/8" iron rod with red plastic cap stamped "KHA", unless
LOT 5X 34 09 W otherwise noted. 6. On street parallel parking shall be maintained by the Westhaven HOA. PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS COUNTY),
OPEN SPACE L-351.961 (100 -YEAR FLOOD PLAIN) PER F.I.R.M. MAP ABSTRACT NO. 604 DENTON COUNTY &
=
R327 NO. 4811300135 J, DATED AUGUST 23, 2001 2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the 7. Landscape and hardscape elements shown on the landscape plan will be installed prior to the first ( )
BLOCK N,
LOT 2X / d:1 AREVISED BY LOMR CASE 14 06 1947P
6 o• ' S0 \ City of Coppell Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of certificate of occupancy being issued for a non -model home within that phase of development. B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772
S #
LEGEND
W.M.E.
50.00IT'
F.M.E.
TI 15' B.L.
T.P.E.
Transformer Pad Easement
m
m
Easement
O
0
u_i
IJ JI O
0
OD m
V.T.
I
D.R.DA.C.T.
15' B.L.
D.R.DE.C.T.
�.0�
O.P.R.DA.C.T.
STREET
O.R.DE.C.T.
2S0' O EASEMENT �_ O �''. CB-S82°16'20"W \ °`L 7 I !� 105.00' it - - - TYPICAL TYPICAL TYPICAL
IRsc �° h L29 5 1 5 , BLOCK D W COLUMBUS U LOT DETAIL LOT DETAIL LOT DETAIL
NS °� s, a• v E co' C=125.54' \ 3 yp 2 0 c�. I J -
32 PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS 5� O _ DRIVE o `V m CO ZONING RBN 3 ZONING RBN-4 ZONING RBN-5
COUNTY ABSTRACT NO. 604 DENTON COUNTY 2 I �--- Q Q LOTS 14-32 BLOCK B AND LOTS 1-13 & 33-36 BLOCK B; LOTS 1-13 BLOCK A; LOTS 37-49 BLOCK B•
( IRSC N89°54'41 "E 140.00' � '
go - o ir, 259( 0 LOTS 1-6, BLOCK C LOTS 7-18, BLOCK C; ,
"!/ \ 31 BUFFALO BAYOU, BRAZOS AND COLORADO RAILROAD v 6 " e IRSC - 0 ui AND LOTS 1 & 2 BLOCK D
S89054'41 W 127.37 0 o N AND LOTS 1-4, BLOCK H
7 COMPANY SURVEY, ABSTRACT NO. 1772 0
p9? • �� ��p
�IRsc \ S30°48'31 "E ®'y \ NO°05'19"W IRsc IRsc251.79' �, 1�'�`°61�� 22.11' FUTURE �fiN IRSC �,` S89054'41 "W 105.00'
35.46' 2 . 25.00' BLOCK E
IRSC eR'Q \ o IRSC 2yo IRSC S5901 1'29"W WESTHAVEN 4 yL 4 3 IRSC \�scT L2 27 PURPOSE FOR AMENDING PLAT:
GF IRSC IRSC "74, 50.00' 30 PHASE 2B � 3X S89054'41 "W 1 AMENDING PLAT ADJUST THE LOT LINES FOR LOTS 14
sl'REFT 321.89' - No �1 IRSC,O ° 250 5 2G 5 OPEN SPACE 50.00' WESTHAVEN, PHASE 2A AND 25, BLOCK B, AND LOT 13, BLOCK C.
C4 L6 5is \ 1 87 RESIDENTIAL LOTS/15 OPEN SPACE LOTS
OPEN SPACE I L5 `� \ NOTES: 5. All open space lots (Lots _x) within the development are to be owned and maintained by the
� C:3 3 5 _..-- „_.... � \ / Westhaven HOA. 21.338 ACRES
BLOCK N, CS- ° 27� „ �- APPROXIMATE LIMITS OF ZONE AE 1. All corners set are monumented with a 5/8" iron rod with red plastic cap stamped "KHA", unless
LOT 5X 34 09 W otherwise noted. 6. On street parallel parking shall be maintained by the Westhaven HOA. PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS COUNTY),
OPEN SPACE L-351.961 (100 -YEAR FLOOD PLAIN) PER F.I.R.M. MAP ABSTRACT NO. 604 DENTON COUNTY &
=
R327 NO. 4811300135 J, DATED AUGUST 23, 2001 2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the 7. Landscape and hardscape elements shown on the landscape plan will be installed prior to the first ( )
BLOCK N,
LOT 2X / d:1 AREVISED BY LOMR CASE 14 06 1947P
6 o• ' S0 \ City of Coppell Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of certificate of occupancy being issued for a non -model home within that phase of development. B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772
S #
1. CITY OF COPPELL ✓ 34 31" Coppell Benchmark No. 17. The bearings shown hereon are Grid values. The distances shown :::;
�• _ 1 t / \ \ 8. For blocks within the RBN-5 zone with five 5 or more houses fronting the same street a CITY OF COPPELL -` - ;,' .....:
\ are surface values. () g s ; a�,
minimum of 20% and a maximum of 50% of the houses shall utilize a 20 foot building line. DALLAS COUNTY AND DENTON COUNTY, TEXAS
Tk
REQUESTED VARIANCES TO CHAPTER 13 SUBDIVISION 4. Sidewalks are not required within the street right-of-way in Lot 8. RBN-5 lots will be front entry. 3. The survey abstract Imes shd own hereon are approximate an are not I ovated h d
LEGEND
W.M.E.
Wall Maintenance Easement
F.M.E.
Fence Maintenance Easement
T.P.E.
Transformer Pad Easement
P.A.E.
Private Drainage Maintenance and Access
Easement
U.E.
Electric Easement
V.T.
Visibility Triangle
D.R.DA.C.T.
Deed Records, Dallas County, Texas
D.R.DE.C.T.
Deed Records, Denton County, Texas
O.P.R.DA.C.T.
Official Public Records, Dallas County, Texas
O.R.DE.C.T.
Official Records, Denton County, Texas
d
Zero Lot Line
Street Name Change
1. CITY OF COPPELL ✓ 34 31" Coppell Benchmark No. 17. The bearings shown hereon are Grid values. The distances shown :::;
�• _ 1 t / \ \ 8. For blocks within the RBN-5 zone with five 5 or more houses fronting the same street a CITY OF COPPELL -` - ;,' .....:
\ are surface values. () g s ; a�,
minimum of 20% and a maximum of 50% of the houses shall utilize a 20 foot building line. DALLAS COUNTY AND DENTON COUNTY, TEXAS
Tk
REQUESTED VARIANCES TO CHAPTER 13 SUBDIVISION 4. Sidewalks are not required within the street right-of-way in Lot 8. RBN-5 lots will be front entry. 3. The survey abstract Imes shd own hereon are approximate an are not I ovated h d
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on t e group .
9.
Bridge street will allow parking on the west and south sides adjacent to the curb. On the north
ORDINANCE OF THE CODE OF ORDINANCES
8X, Block D; or along S.H. 121 Frontage Road, except for
Block A, Lot 1X.
4. According to Map No. 48113C0135 J, dated August 23, 2001 of the National Flood Insurance
and east sides, parking will only be allowed where parallel parking spaces are provided.
1. On -street parking paving and right-of-way section shall be 28'
Program Map, Flood Insurance Rate Map of Dallas County, Texas, Federal Emergency
b -b travel section and 8' parallel parking spaces within 58'
5. All sidewalks within street right-of-way shall be 5 feet wide.
Management Agency, Federal Insurance Administration, as revised by Letter of Map Revision
10.
A 5 foot average height metal or wrought iron fence will be installed when lots back to the Denton
right-of-way.
(LOMR) Case No. 14-06-1947, Effective Date February 9, 2015, a portion of this property is within
Creek Lake Park and Westhaven Creek Park.
6. Construction of sanitary sewer lines using a 250 foot radius will
Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year flood, as
OWNER/APPLICANT:
2. Street centerline offsets less than 125 feet are allowed at the
be considered on a case by case basis during final design.
shown. For the portions this site is not within an identified special flood hazard area, this flood
11.
All RBN-5 lots shall have a 22 foot setback to the face of the garage.
Standard Pacific of Texas, Inc.
5750 Genesi;
intersection of Huntingdon Street and Johns Avenue with
statement does not imply that the property and/or the structures thereon will be free from flooding
909 Lake Carolyn Parkway,
evergreen drive.
7. Existing overhead power line located along the perimeter of
or flood damage. On rare occasions, greater floods can and will occur and flood heights may be
12.
No parking adjacent to open space lots. (Lots _X)
Suite 1700
Frisco, Texas
the project will remain in place. No new overhead power lines
increased by man-made or natural causes. This flood statement shall not create liability on the
Irving, Texas, 75039
3. Street intersection curb return radius shall be 20 feet.
will be allowed as part of this development.
part of the surveyor.
13.
Lots less than 50' wide shall have a 5' private drainage maintenance and access easement
Phone No.: (972) 590-2400
Scale
C
(P.A.E.) on the "non -zero" side of the lot. No permanent structures above grade within limits of the
Fax No.: (972) 590-2430
easement, and no lot -to -lot drainage will be permitted.
1" = 60'
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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, Dalla1 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. 2012002446.5 of the Official Public Records of Dallas County, Texas
(O.P.R.DA.C.T.) and also recorded in Instrument No. 2012-9164.E 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 00005'19" 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 89°54'41" 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 89°54'41" 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 0005'19" 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 12038'44" 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 79°56'54" 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 102327", 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 5903555" 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 tingle 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 30°48'31" 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 5901129" 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 64°38'35" West, a distance of 27.91 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 61 034'31 ", 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 5304654" 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 08°46'54" 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 t 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 11 021'14" 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 10°56'40" 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 6902624" 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
STATE OF TEXAS §
COUNTIES OF DENTON AND DALLAS §
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
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
dedicate to the public use forever, the streets, alleys, and easements specified as dedicated to the public shown
thereon. The easements shown hereon are hereby reserved for the purpose as indicated.
No buildings, fences, trees, shrubs, or other improvements or growth shall be constructed or placed upon, over or
across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and
accommodation of all public utilities desiring to use or using same. All and any public utility shall have the right to
remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths
while reconstructing, inspecting, patrolling, maintaining and adding to or removing from all parts of its respective
system, within said "Utility Easements", without the necessity at any time of procuring the permission of anyone.
Notwithstanding the forgoing, STANDARD PACIFIC HOMES OF TEXAS, INC., reserve for themselves, their
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 my hand at Coppell, Texas this the, day of lstmw , 20 .
BY: STANDARD PACIFIC HOMES OF TEXAS, INC.,
By:
Chip G. @r6yd
Director of Land Development
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, the and igned authority, a Notary Public in and for the State of Texas, on this day personally
appeared % , known to me to be the person whose name i!3 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.
GIVEN under my hand and seal of office, this the �3Lkday of e^� { (/
20.
°.hC(�Ahfe•P,pMEB.�£a�l3A:,.
vi
C
x mil -
M iulawlh 22, 2'019
Notary Publi m and for the State of Texas
�i�',7:<.�b�vF :�" v"3"v ,, .arv; .:1 eva�^r.,'V SCr°'-'C"Cs��n�6 ✓�'.,�
Floodplain Development Permit Application No.LaW-C1r5Mhas been filed with the City of Coppell
Floodplain Administrator on 1144 v I -,20(2-.
1 IP
Floodplain nistrator Date
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
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.
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
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.
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
SURVEYOR'S CERTIFICATION
That I, Michael B. Marx, a Registered firofessional Land Surveyor, licensed by the State of Texas, do hereby certify that this
plat and the description shown hereon Eire 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
City of Coppell, Texas.
Dated this the day of _ e>� b .r , 20 15' .
Mich I B. Marx, Regist ed Professional Land Surveyor #5181
�E o F TE
KIML Y -HORN AND ASSOCIATES, INC.
p��� STERFo�9s,
5750 Genesis Court,
°B °MARX •
Suite 200
MICHAEL
Frisco, Texas 75034
°'•°"'°"°"°°"°°°•°•
5181
972-335-3580
%® n �yo
Fax 972-335-3779
SU
STATE OF TEXAS §
COUNTY OF COLLIN §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Michael
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.
GIVEN under my hand and seal of office, this the day of , 20 .
1 t 9 AA
Public in and for the State of Texas
�tpRY PUB`i
° JESSICA WALL
My Commission Expires
March 22, 2019
STATE � t�P9
The Amending Plat of WESTHAVEN, PHASE 2A, is hereby approved pursuant to Section 212.016(11) of the
Texas Local Government Code. The owner(s) have joined in the application for amendment to the plat, the
plat does not attempt to remove any covenants or restrictions, does not increase the number of lots, and
does Poll
reate or r quire the creation of a new street or make necessary the extension of municipal
facilies.
• °I
Direct f Pla ning Date
ATTEST:
D�-ZZ•I�
ganita Miles, City of Coppell Date
Conformed COPY
official Public Records
John F. Warren, County Clerk
Dallas County, TEXAS
09/2412015 10:45:54 ASI
$125.00
o�" a
�Qr
201500257174
FA�ND
URPOSE FOR AMENDING PLAT:
AMENDING PLAT UST THE LOT LINES FOR LOTS 14
WESTHAVEN, PHASE 2A 5, BLOCK B, AND LOT 13, BLOCK C.
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
s ,
CITY OF COPPELL
DALLAS COUNTY AND DENTON COUNTY, TEXAS