AP filed w/County 092415I CALLED 5.086 ACRES
[STA TC ^C TCVAC`
J1M1 C W1 1"/
VOLUME 95142, PAGE 2590
D.R.DA.C.T.
PAD S80035'07"E I
W \ BYpgSS
AY
12145.33' POINT OF
T
■ E HIGH TH R•o•W'� 1/2" IRF BEGINNING
L0 m-- VISIBILITY TRIANGLE NORTH STA p,RiABLE Woo
CALLED 10.393 ACRES (�518" IRFC
- ROW STATE OF TEXAS „ 1 (J. E. SMITH)
INST. NO. 97-R0089415 N84'18 00 E 365.42 38.27' 34_6 IRSC
O.R.DE.C.T. _ 3g•4�� L60
45' CURB 116.56 38' C 27 J C124 na ' PpjNT OF
5/8 IRSC 253. I
ICE 51 E.E. OPEN SPACE 11.12' w CGMMENC�
STREET
X83 0� 69 Z_' BLOCK G, � � C128 7.62' � � cA ' ° NG
GRAPHIC SCALE IN FEET ALUM. R.O.w; •34'E LOT 1X C1211 N80 35.07 W
MON. FND. 3°OZ �. ° , „ 1
60 0 30 60 120 a w`� ��r �r N84 1710E 5 F.M.E. � 29.16
BEARS 1480 IVE3 \" r w
VISIBILITY TRIANGLE DETAIL IRSC 4.95' 15'U.E. 65AIS __--115.001 - - 1 Mo 13.90'
_.1% b 31.14.,ne°47'10"E `�' 1
a MISTY HAVEN -� �.J �r TYPICAL TYPICAL TYPICAL "la �" = bU' (Cl? L4X3(� pE �l-'- �,, I �- 5 r.N�.� o ": ' - , �--vr�iv OP5, SPACE �DRAINAGE EASEMENT
o coTTONwo /- °0234 cr o 11 _ --115.00 - - Q L61 (.
LOT DETAIL LOT DETAIL LOT DETAIL N�3 o- , F.M.E. o BL CK H, o�
SPACE VOL. 98030, PG. 4098,
E 5 w o BLK H T I D.R.D.C.T. & CC. NO.
ID ZONING RBN-3 ZONING RBN-4 ZONING RBN-5 N °0234 w N$4°17'10"E o w 0 ' L T 4X 97-R0089415 O.R.D.C.T.
VICINITY Atlz LOTS 20-36, BLOCK G AND LOTS 12-19, BLOCK G AND LOTS 1-11, BLOCK G, LOTS 1-3, BLOCK H; 15 ' 123 36, 0 5.00'LO
1 'n ►n o LOT 3X
(NOT TO SCALE) LOTS 8-15, BLOCK H LOTS 16-21, BLOCK H LOTS 1-25, BLOCK J; LOTS 1-6, BLOCK K; 2� 3 C L57 `l C, 11 b4°17'10"E 115' R. W I
LOTS 1-21, BLOCK M; AND LOTS 1-21, BLOCK N 213 ti00� L8 `' Uj o N8 ' o
Z•�G 9,�,
1% 611, ,� O/S 50, O.W . o ui 10 0 115.00
�o 0
LEGEND `` U
NOTES:
W.M.E. Wall Maintenance Easement
1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Progfam Map, Flood F.M.E. Fence Maintenance Easement
Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal InP.D.E. Private Drainage Easement Esurance .E Electric Easement
Administration, as revised by Letter of Map Revision (LOMR) Case No. 14-06-1947, Effective Date February 9, 2015, a T.P.E Transformer Pad Easement
portion of this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year O/S Open Space
flood as shown For the portions this site is not within an identified special flood hazard area this fifod statement does
°�3 25 �-o BLK G, o 0 10' x 10' 0 N 0
X63 �5°O g`LO %`rc,� LOT 3X 25A' 25.0' "' ° 1 11 0 2 T.P.E. U) � I o o IRSC I
� N84 1710E o o N o
9.59 '�; O "o 0 5' E.E.n o DRAINAGE EASEMENT
OPEN SPACE � \ 3ti' -c 115.00 0 0 - a o OPEN N
BLOCK G, / ,goo �. CD I o __ .-N84°17'10"E- o SPACE I (
LO LO cv VOL.VOL.95142 PG. 2598
ALUM. ND. C LOT 1X/ 06 �• ' o o m 1 9 U) Z BLK H ��
/ o � 12A y N o J 115.00 O o D.R.D.C.T. & CC. NO.
MON. FND. CM U Og- �� 5 E.E. .} �- ' 95-R0045330 O.R.D.C.T.
N o0 5 2�0 7 � o 5 E.E. _ BLOCK m 1 LOT 2X �)
h / o0 0% 21.69' O,�O o� \ 1 _N84°17'10"E a 3LLJ
g p 17.82' / \ 5 ° X01 ' \r' CM 115.00' o G C) 17 5
V.T. VisibilityTriangle
not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, D`Z 60 °�' / 01� ��' '% Vo °
greater floods can and will occur and flood heights may be increased b man-made or natural cause D.R.DA.C.T. Deed Records, Dallas County, Texas p. ti ' o /j_ o o "o °
g g Y Y s. This flood q, s s 36 0 13 � � !/ °' Z i 10' X 10' o N84 1710E `r) 3:I 40.0'
statement shall not create liability on the part of the surveyor. D.R.DE.C.T. Deed Records, Denton County, Texas / ..� 0 10' X 10' .�'� o o 115.00' I Z8A'
°� Q ,�Q o, oy .� o, o T.P.E. 8 ►� 4.® -o
O.P.R.DA.C.T. Official Public Records, Dallas County, Texas ��9 0 °06 T.P.E. y o .d-
O.R.DE.C.T. Official Records, Denton County, Texas ° D3 < <o \ 5y 1�0 � >,01 ") b oo C3
2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the Cit of Coppell Y oto 160. 0 o,� oo ,,o 00 00 \Q I N8401710 E 4
r�
p Zero Lot Line (See Typical Lot Details) �3 2°� 0 35 ,`� 0 14 4, 1 0 0 5' F.M.E. b I N DENTON COUNTY
Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of Coppell Benchmark 1,10. 17. The DENTON COUNTY + ' o- o o o G 115.00_ _-
bearings shown hereon are Grid values. The distances shown are surface values. - - - - - - - - NAIL FND.0 ``� � ho - - 5°Oo o� \ \ -° 6 � \�- LO -115.00' � � W
DALLAS COUNTY •5°� �J5 01 0 �y O b I ;r DALLAS COUNTY
\ �00\ d F 01 0 7 5F.M.E.N84°17'10 E3. The survey abstract lines shown hereon are approximate and are not located on the ground. ALUM. R.O.W. X06 s, �0 34 ,�o� 'oo 00 15 � �') 5' F•M E 6 o
MON. FND. CM 50 'L '°� °00 6 .0 'o �o I o OPEN SPACE
/ / s 01 ° ° °oc;'` , s" 12.62 _ - - N -,°� ►
4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped KHA , unless otherwise noted. o ° '� o 5 00 \ s� nBLK G, o Q' (n
°� 0 33 .`� o s h 1 'O / s ° 11 J12-97' LOT 2X � 1 FUTURE
� O 'r� N84 1710E
5. All Open Space Lots are to be owned and maintained b the Home Owner's Association, with the a)fce tion to Block N, ,� i '�,�, 1 � V.T. °; X05 00 9<<\ 'oo 16 F 7.251 600 / so do v v WESTHAVEN
p p Y p2)�`.� \ 0� o % '��` o �° 47' R.O.W.
oo \ "' `��' �° `�`� BLOCK Qy'` ` o R=45.0'
Lot 2X (see note 6). 2 2 11.30' . J o 32 0� oo \ y 00 ° °� s rill ,,�o s Is PHASE 2
6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas. / ���0• oo / j�,'°a 1 / \ �5° QQ o G '` Q6 0s o� �5`' / / �• ��• �h° DRAINAGE EASEMENT
10 X 10 OQ o X01 ' oo ° 17 ��.-4
01' o o. . F
,50' 1`L ?a 31 ,•F, O 1 \ / 5� 6 ,.�, \ o �p G D.R.D.C.T. & C. NO.
3 T.P.E. / p1 / oo, ,,�0 10 X 10 O�s. O
0 o / "'cP° . °Q5 0 °° T.P.E. ° 5� -� ` °p�� 'o \ ° �'� ° `n
�`3 0.0 ' / 3E0� �2 �' ��� 010 �o "sr. jo 5y0 �.� X01' °o. j �, yt�o��0 c9 J Cis 97-R0089415 O.R.D.C.T.
06, QO°D� ,� ` V.T. O oo '� 30 %,`� o o p�5 0�� gyp, o �'` i O OPEN SPACE IRSC CALLED TRACT 1 (42.997 ACRES)
/ �° 5 °O. ZL 1.14 `' is �y 31 _ o oo. `�o °- \ h� °' 5 Q` BLOCK H, STANDARD PACIFIC OF TEXAS, INC.
• INST. NO. 201200244645
y�Q1° `-0 ego �y 18 'o. �° mss. / ��° S �-/ LOT 1 X ( N O.P.R.DA.C.T.
e °3�� Qo0 �-� '� ro'�' 0 5�• \ °o d,\ 0 29 0� oo ,�o� �� °- \ �� / / �'� °' 1_66
: OPEN SPACE
a Ig^ �' °� ° 6 °I� F s °� �o`�°o`' °6 \off so loll � rl�°� �► 0 / BLOCK H,
a P� 5 LOT 4X
` 'L � 0 5
�, Z / �� o° ' / ��`'�- BLOCS °.° 30• s 'o��" -'� �' •° 5 O , �� o°, 19 ° o� °0 5o tiV), _ _ ? V °� o s s
tiZ ALUM. R.O.W. O Q °° j O. voQ `� d.
O r O / MON. FND. CM �Q 8 W.M.E. o oo,, ,5 `3 2 !� O 5 O 0 S. y0 BL
o Z o�o?'� \ \ \ o /° H !-
Q► 6 / s \ 1 0 28 0 '0 20 . ,- o �. / cv
v w v ,� O O� / r���j '�� ®o �/ �9�0 s, so \ , V.T. 6'�9- °05�Q` O. 5°�� o j V.T. L6 /'� o� / '.6. y z
o p o �s �• 0.72 0 N 5 010 \ 0 5 ,� 1 ! �o> ° o
�,/ °O ' °' / &0 � l J � � ff t� ``V 7 / nj ALJ 0
a a / �V 5 / �'° 7 h� / � 6 Q 27 ``� t o 21 ,>,o �= o I ,�v F o- w
>- o } o / �� / ,/ p 's �� 0op . Gi oo, `'�°, s- oo. 10' X 10' °QO 23.79 -o '' 12.7T / 1 ��o \
LU z( w z / `C/ O• r raj 00 O •O 6'- / cS: °05 5� O 2.73' 10 O J I S
O �` \ T.P.E. 01 / o 1 1 O O IRSC
'� O o O �'-� O ho' °' GL 5° -0 5y O 10 X 10 O
v . L o h ' o /�1 . 'Lu, 3 \ O c��, X01 ` �` 0 12.46' I J V.T. �"8 T.P.E. � ��h O-
/� O oq 5 h 5.00' 9
C V ��'' CALLED 2.743 ACRES J�.• Q� / O" '7i V b ' / ,Qj d�° '�/ . oj/ •O O� s' 22 ``�Ci C'� `s' �' 2 AC/
. �` P STATE OF TEXAS v 2 8 / O Gj O. 26 O
Z 1- z F- v P O t� / _` 5 j c� G�. 3 S o� O 9 O- �!i' .� 7 �o
O m O m � INST. NO. 97-R0089415 � S° � • `�+ ,,l� � � � 7 7- 01 ° D< < <O O
i r 2 0 p, 00 S off,,, 5 0. L20 , `
m m O.R.DE.C.T. 5 5 �S �3 '�' S O
z a I z Q QO �� �J, 0° Qt Opti �O °o, V.T.°° o° ,�\ S 5 .�5 06. �h AO 7 , �o ho
10' X 10' V 'O h '� S
M / ho' 00 0, / h� �. 2° 4 ,/ ,� CSSj ,�01' o o / �,-i-� V.T. L4 F �- \ �`� 3 <v' �'�
00
IX Z Q = / ' 2 9 T.P.E. ��' S° 00 9 9• O, _ _ O o, co / \
.,� o s / �� °. ti66' ,�•'`O� �� /
o . o / e ,O� j o� of °' 6 / 's B LOC K -� 30 / 5° \ 'f°� °05 ; 5`' �`� C \tis s / , o
U,
w °`L O `'� o O� O O. 7, \ 5y O O 2 6.09 2 srs, 0 / °� co
3 i r O O o / 10.12 O \ DI 0 1 �° �°
W W�� �,°` o . �''' `' '`' 2 5 K , , / 6 ° y�o , . \ oma° oo '�°1 24 100 00 �� so. '�� s28,
a I o. �;- DI 1.99 �' GL "'cp° O h® 5 ° 00 >> s� o �° `��- 4.27' 'l O / 7 / 111
do 10 3.90' , . �j r'j 00 5° so °o �O�G 2.73' L9 2S ��1 ��° `5�3, \� CN `_II��✓
�,; 6 o O°, s. ,��1 �/ ,0- ° \ '� 23 c / ° , ,�`S ��' 0� / \� �o O'. 104.14, � c�� .
/110, A
oo 6 co' 30 . ,\ y `� 1 °° `� ,o s� �'`� ° h ,� � 12 a
/ 5.7 9' 2 ''� `F� 6 �`'�OA° ')S cs�� \ 'j" s, °o. 5F�`'�°� 4.08' N / 16 -°`° ` `s�N Q 0 r`
16 c� D1 y 5 O� � 5 O O, \ ,� 22.80 °Q5 �p'4" O� 1.46 OPEN ^O O 7 �O \ W N
`�0'F 11 `� �`)�' js `O� '� / .��' 2 O. LL \ O 10.20, 5y� �p`5 SPACE co ^� O% °� ® W
OPEN SPACE •®, / / 40111
j 2 5 F.M.E. Q� 0 8 / ° 17 ,O° °o �o W o
' � \ j h \ `�`°� '�` � �. `L L11 •Q , BLK H, � '` �' '� � � I a
\ G OQ cS > �7 Q / 0\ g LOT 6X O ° gj \ °'� O I' co �
h BLOCK K,
cs` •O co o• R=50.0 U ( Z
LOT 1X \ °�° y0 • F� 'oo s° 50� off \ 11.13' j� - _ / 1 goo co ° °� o , �� ti W ` O
/ M '�� r�6, 8.89' '� h 20 °Q5� \ 0 3.88 �' O- �`�' O 18 co \ ti ►• a 1 LL U' k
I R CALLED TRACT II (50.784 ACRES) �j� V° 3 \ O -1 �� °O; i� \ ^ p Q O M 't RSC
OPEN SPAC _W ►� , / 50 O 2 ra ►� S \ °�� W 0 W
e ; i� n �°�' O p,3 STANDARD PACIFIC OF TEXAS, INC. 00 10 X 10 r Tr, \ 00 r1 �O ct�° �Q gyp, ' O / 9.4.8 �� -9� 4 O 00, ,p d � O a Q
s s 5Q' S cg O/S L19 `L• co �F 70 10' X 10' co '�' •O
Q O INST. NO. 201200244645 �Jo' T.P.E. •o °, 9 O / O Y O; M O !` �` N Q
p BLOCK J, M $ w 19.15 i V.T. V '9 A9 O. \ c9. f3LK L, V.T. 0 15 O' T.P.E. St I_ Z U
e ° O.P.R.DA.C.T. '!` ' 4, 0 LOT 1X c� �ti' 7 , 2' S74 02 46 W I-
°� � -I ° s ° W
Fj LOT 1 X ' h At n �- V.T. / 2 72 QO `s0- O p
\'`Z wa 91.22' „ �s �' zL 6' /OPEN "O �O^ Cp 3u' AJ °�O O° p Oe IRSC , < Q
C42 - 5Z 's �s 5 00 17 Ips, V.T. c �' ,�' �° d ° ' o ° o o, `� 79.03 -� a o �
SPACE O °
o o Coo 3B D�2' o O, Q• ` ° e; �� ? W 2.00 / °^ o ° s 0 �� S. '` ° 23.14 0 , W O
0411 -° G � 6.79' 'Lo 5 � oo� \ jos SQs � i � s o BLK H, � �, �°`O o'�' 14 0� \3`�0 �� � 20 °° ^ v 1Rsc ° � , �� � � -� .�
C39 - C41_ Oy. �° 2 98` I °�� 0 0' �'7 22.72' Q >•-
.� LOT 5X ►. O cF S39 00 28 W O �
/ I�y 3$' _ V.T.o j 5 ' o s. �° o. 6 V.T. s 3 °° ° O . o `� 8.16 O m
02 0 ,5 rs�s Oo \ 2° 16 ti3 c2� s2- ° .<v ° 10X10 °�° 21A �/ XI; �,o
50. BLOCK v
..� 00' N 7.25 6 00. °' s Gti 10.66 u'0 , ^ 13 .o S, 00, T.P.E. f h tip' I O U W
°O r 9.12' -50.00,_ �� O °,�° °o F 7 M (A
�s °�"' h50.00 - 49.47' �`'S �'� ao O s L17 V.T. �o F O , BLOCK `'� w
S� O' IRSC ° , „
L 5 0 0, 011 s S 's o- =30 1512 CL >
12 1 15' V.T. , '� �� 00 2 0: �L / ° e iOp �`�o . �`� �° 12 ,o`O `�°o- ^' R=65.00' a >. oo W
1 o
10IX 10 10.09' �� 11.20' �Q p�' oma° 15 y �� `b3 F O °'`O °o H / Q o � �
W , T.P.E. 5' E.E. 9.54' ` i 5' F.M.E. 2 `'� �j `� O �.`L- - - _u?� �, co Off' ,)'�, 18.64 / L=34.32 p O Cl)
13 v rn w \ 25.0 125.0 O O
7 5° O ` o so, 10' X 10' \ iy°� `L 0- ^ 300 , �� 11 ,o`O , o , C21 ° "
/ M N - -° 3.37' S o.1 o v yo �° °° \ ti CB=S21 05 30 W z
sr s' o �` M uJ �- > ; P� 5 'J' T.P.E. 6 B 2 1'
N 14 N �,, N _ w I ,11 0�° 14 Q/ 15 \� o °`O °'�' s O C=33.92
�. BLOCK Q °3 OQ` 3 o 10 0' i
rn M N 9 2 u? �o st
/ Z o 15 mi M o " W o) 04 ® 8 N 6'- 50 90 �� cSrr p 12.44 ' ° "� O'. O O
9.71' J z o 16 0 17 i �°�' sooso, yob 6� , /� c;�� \ , OPEN SPACE s �`^ o�� c'o co
o° X62°o a 6 Z Z o o OPEN SPACE 666 "E 20 13 \. / / ��ti o°° \ ° K M mho 20 °o 9 N �o
r ►��' 4 542,, N7 ° 3.25, 1.39 1.62' 1 z c cv Qc ° 1��' �� p�' O S- cS rL BLOC 6j ?°g co �p U
s 5 4 , 1.69 O/S _ BLOCK L, 3 a ° / / a o , ° FUTURE -
�S / 25 522nW 53.17, 2.15 ti �, 2� 38 N65 O 03 Q o0 00 �/°Q5 'Lo ,� r'- oo LOT 1
48 28' 1V7g°17, ,, 52.34' 11.75' o0 o N 2$ 65 ` 8 /
BLK J N � LOT 2X 5 0 0, 5 c,5 . , / \ �° 1 .� .�O O' 8A �
I ro 16.36' 49 W N ° T W Iti ° 1148E 2062' �� 12 5.57 OQO s '�s`s�. \°Q�,�6� �o WESTHAVEN
O SQ °ti ti 33. fib' 19- 82 22 03„ LOT 2X ci 7g 4 N7 03 e , i 5 �' , 5 �. \ ` S ° u'u? ,�•
�' �Ss6, 20S ,°`O ,�►•�` 51 27.19' 25.15 M N 50 / oo O r� "p, ° S�
44.42 16.55' 39.02' I 10.34' ") 0 50 00 �Q D�66 209•)2' V.T. �6• A� O °ti ^ PHASE 2
6 24 ;� L58 N86°30'37"W N89°14,1 w �) I 2 -� �, / s F cF ro, -
'l`� L59 1 ,' ....i r` N N � O � cP ,�O Sg,, 12.45 \ IRSC ------ �\------- i
50.00 o n �+ .
[/- A .. .°.,... ,, � ..A. .., ,� ., ,y. .., c „ ;"aa�a.' r ", :w" 'e�x .,� ,,,,,, ;lC "' �"`, .Cii�Vc :'aac •�r ••.?�, r 0 a' ii z a. -mu so
` rn 49.36 N _ .. 1 ,.. . , . ,,.. yv .. " . v ,.� , , . �l ,., v -.° a • .. �t ai .�,,,,,, h`} C r \ , �` t ..� c \aTd �e .M}`?.;,av'sa„a�:aC , v �°3a �S r Sift f a�, ",� ��.av�. .`..�`a3 .. a\`9,..vS�Sk�. .A:v\vv�.diad, �iai"Y .a�.`v"i.S°Rb.
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�\ �� € : .
w ; .� ar a -: ° ..,,ra ' \�,a , , ",w. , . . ,� , a o a? ?nom � i o € } r
w1Y. . 3.4,.E € F \'M p t # € r.i ,;` \r` �`\ \ �~ \ l r " f* €
-' `. \ \`\,.�° �UTATCH LINE
MATCH LINE tvION, FND CN: � � � � ` � 1i � � � �\ f � � `� ��
c s wC"d./ ! t £ " 1, ' S a �\s4�e �% \ }
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,\ �w ...� # € I � ' :��' \ \\ ` \ 16 Ali"I"A �` SEWER EASEMENT �
* \ •,",,,.,,«�.." I z : ,,„„ V L .z^^ i i �i ,,. `1 .off" \ S : 1 DEDICATEDTO BE i
4_6 Cn
ro
v°c .." "�° A F Y w^"' -"'F f.G.£./a &✓ q{• ?d �i.6\. f<` �",, 'A �,yt Y' r'e 3^+k k'i 'y
, \ ° j ✓y Fr ° 11( ~\F`/ p"d� S SEPARATE E i I . t ;
N l/�r\ t f € .�. ( ..� `.. \€�'` ASP`
�� � " " "- " i _ . i .. _. 0.055 Q o 3 \ i 0 �` �l `�, v. < �I AP R M `� s
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OWNER/APPLICANT. 5750 Genesis Court, Suite 200 Tel. No. (9 72) 335-3580
Standard Pacific of Texas, Inc. Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779
909 Lake Carolyn Parkway, Suite 1700
Irving, Texas, 75039 Scale Drawn by Checked by Date Project No. Sheet No.
Phone No.: (972) 590-2400
Fax No.: (972) 590-2430 1" = 60' MBM KHA 09/16/2015 064447702 1 OF 5
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VOLUME 95142, PAGE 2590
D.R.DA.C.T.
PAD S80035'07"E I
W \ BYpgSS
AY
12145.33' POINT OF
T
■ E HIGH TH R•o•W'� 1/2" IRF BEGINNING
L0 m-- VISIBILITY TRIANGLE NORTH STA p,RiABLE Woo
CALLED 10.393 ACRES (�518" IRFC
- ROW STATE OF TEXAS „ 1 (J. E. SMITH)
INST. NO. 97-R0089415 N84'18 00 E 365.42 38.27' 34_6 IRSC
O.R.DE.C.T. _ 3g•4�� L60
45' CURB 116.56 38' C 27 J C124 na ' PpjNT OF
5/8 IRSC 253. I
ICE 51 E.E. OPEN SPACE 11.12' w CGMMENC�
STREET
X83 0� 69 Z_' BLOCK G, � � C128 7.62' � � cA ' ° NG
GRAPHIC SCALE IN FEET ALUM. R.O.w; •34'E LOT 1X C1211 N80 35.07 W
MON. FND. 3°OZ �. ° , „ 1
60 0 30 60 120 a w`� ��r �r N84 1710E 5 F.M.E. � 29.16
BEARS 1480 IVE3 \" r w
VISIBILITY TRIANGLE DETAIL IRSC 4.95' 15'U.E. 65AIS __--115.001 - - 1 Mo 13.90'
_.1% b 31.14.,ne°47'10"E `�' 1
a MISTY HAVEN -� �.J �r TYPICAL TYPICAL TYPICAL "la �" = bU' (Cl? L4X3(� pE �l-'- �,, I �- 5 r.N�.� o ": ' - , �--vr�iv OP5, SPACE �DRAINAGE EASEMENT
o coTTONwo /- °0234 cr o 11 _ --115.00 - - Q L61 (.
LOT DETAIL LOT DETAIL LOT DETAIL N�3 o- , F.M.E. o BL CK H, o�
SPACE VOL. 98030, PG. 4098,
E 5 w o BLK H T I D.R.D.C.T. & CC. NO.
ID ZONING RBN-3 ZONING RBN-4 ZONING RBN-5 N °0234 w N$4°17'10"E o w 0 ' L T 4X 97-R0089415 O.R.D.C.T.
VICINITY Atlz LOTS 20-36, BLOCK G AND LOTS 12-19, BLOCK G AND LOTS 1-11, BLOCK G, LOTS 1-3, BLOCK H; 15 ' 123 36, 0 5.00'LO
1 'n ►n o LOT 3X
(NOT TO SCALE) LOTS 8-15, BLOCK H LOTS 16-21, BLOCK H LOTS 1-25, BLOCK J; LOTS 1-6, BLOCK K; 2� 3 C L57 `l C, 11 b4°17'10"E 115' R. W I
LOTS 1-21, BLOCK M; AND LOTS 1-21, BLOCK N 213 ti00� L8 `' Uj o N8 ' o
Z•�G 9,�,
1% 611, ,� O/S 50, O.W . o ui 10 0 115.00
�o 0
LEGEND `` U
NOTES:
W.M.E. Wall Maintenance Easement
1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Progfam Map, Flood F.M.E. Fence Maintenance Easement
Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal InP.D.E. Private Drainage Easement Esurance .E Electric Easement
Administration, as revised by Letter of Map Revision (LOMR) Case No. 14-06-1947, Effective Date February 9, 2015, a T.P.E Transformer Pad Easement
portion of this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year O/S Open Space
flood as shown For the portions this site is not within an identified special flood hazard area this fifod statement does
°�3 25 �-o BLK G, o 0 10' x 10' 0 N 0
X63 �5°O g`LO %`rc,� LOT 3X 25A' 25.0' "' ° 1 11 0 2 T.P.E. U) � I o o IRSC I
� N84 1710E o o N o
9.59 '�; O "o 0 5' E.E.n o DRAINAGE EASEMENT
OPEN SPACE � \ 3ti' -c 115.00 0 0 - a o OPEN N
BLOCK G, / ,goo �. CD I o __ .-N84°17'10"E- o SPACE I (
LO LO cv VOL.VOL.95142 PG. 2598
ALUM. ND. C LOT 1X/ 06 �• ' o o m 1 9 U) Z BLK H ��
/ o � 12A y N o J 115.00 O o D.R.D.C.T. & CC. NO.
MON. FND. CM U Og- �� 5 E.E. .} �- ' 95-R0045330 O.R.D.C.T.
N o0 5 2�0 7 � o 5 E.E. _ BLOCK m 1 LOT 2X �)
h / o0 0% 21.69' O,�O o� \ 1 _N84°17'10"E a 3LLJ
g p 17.82' / \ 5 ° X01 ' \r' CM 115.00' o G C) 17 5
V.T. VisibilityTriangle
not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, D`Z 60 °�' / 01� ��' '% Vo °
greater floods can and will occur and flood heights may be increased b man-made or natural cause D.R.DA.C.T. Deed Records, Dallas County, Texas p. ti ' o /j_ o o "o °
g g Y Y s. This flood q, s s 36 0 13 � � !/ °' Z i 10' X 10' o N84 1710E `r) 3:I 40.0'
statement shall not create liability on the part of the surveyor. D.R.DE.C.T. Deed Records, Denton County, Texas / ..� 0 10' X 10' .�'� o o 115.00' I Z8A'
°� Q ,�Q o, oy .� o, o T.P.E. 8 ►� 4.® -o
O.P.R.DA.C.T. Official Public Records, Dallas County, Texas ��9 0 °06 T.P.E. y o .d-
O.R.DE.C.T. Official Records, Denton County, Texas ° D3 < <o \ 5y 1�0 � >,01 ") b oo C3
2. Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the Cit of Coppell Y oto 160. 0 o,� oo ,,o 00 00 \Q I N8401710 E 4
r�
p Zero Lot Line (See Typical Lot Details) �3 2°� 0 35 ,`� 0 14 4, 1 0 0 5' F.M.E. b I N DENTON COUNTY
Geodetic Control Station No. 2, City of Coppell Benchmark No. 15 and City of Coppell Benchmark 1,10. 17. The DENTON COUNTY + ' o- o o o G 115.00_ _-
bearings shown hereon are Grid values. The distances shown are surface values. - - - - - - - - NAIL FND.0 ``� � ho - - 5°Oo o� \ \ -° 6 � \�- LO -115.00' � � W
DALLAS COUNTY •5°� �J5 01 0 �y O b I ;r DALLAS COUNTY
\ �00\ d F 01 0 7 5F.M.E.N84°17'10 E3. The survey abstract lines shown hereon are approximate and are not located on the ground. ALUM. R.O.W. X06 s, �0 34 ,�o� 'oo 00 15 � �') 5' F•M E 6 o
MON. FND. CM 50 'L '°� °00 6 .0 'o �o I o OPEN SPACE
/ / s 01 ° ° °oc;'` , s" 12.62 _ - - N -,°� ►
4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped KHA , unless otherwise noted. o ° '� o 5 00 \ s� nBLK G, o Q' (n
°� 0 33 .`� o s h 1 'O / s ° 11 J12-97' LOT 2X � 1 FUTURE
� O 'r� N84 1710E
5. All Open Space Lots are to be owned and maintained b the Home Owner's Association, with the a)fce tion to Block N, ,� i '�,�, 1 � V.T. °; X05 00 9<<\ 'oo 16 F 7.251 600 / so do v v WESTHAVEN
p p Y p2)�`.� \ 0� o % '��` o �° 47' R.O.W.
oo \ "' `��' �° `�`� BLOCK Qy'` ` o R=45.0'
Lot 2X (see note 6). 2 2 11.30' . J o 32 0� oo \ y 00 ° °� s rill ,,�o s Is PHASE 2
6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas. / ���0• oo / j�,'°a 1 / \ �5° QQ o G '` Q6 0s o� �5`' / / �• ��• �h° DRAINAGE EASEMENT
10 X 10 OQ o X01 ' oo ° 17 ��.-4
01' o o. . F
,50' 1`L ?a 31 ,•F, O 1 \ / 5� 6 ,.�, \ o �p G D.R.D.C.T. & C. NO.
3 T.P.E. / p1 / oo, ,,�0 10 X 10 O�s. O
0 o / "'cP° . °Q5 0 °° T.P.E. ° 5� -� ` °p�� 'o \ ° �'� ° `n
�`3 0.0 ' / 3E0� �2 �' ��� 010 �o "sr. jo 5y0 �.� X01' °o. j �, yt�o��0 c9 J Cis 97-R0089415 O.R.D.C.T.
06, QO°D� ,� ` V.T. O oo '� 30 %,`� o o p�5 0�� gyp, o �'` i O OPEN SPACE IRSC CALLED TRACT 1 (42.997 ACRES)
/ �° 5 °O. ZL 1.14 `' is �y 31 _ o oo. `�o °- \ h� °' 5 Q` BLOCK H, STANDARD PACIFIC OF TEXAS, INC.
• INST. NO. 201200244645
y�Q1° `-0 ego �y 18 'o. �° mss. / ��° S �-/ LOT 1 X ( N O.P.R.DA.C.T.
e °3�� Qo0 �-� '� ro'�' 0 5�• \ °o d,\ 0 29 0� oo ,�o� �� °- \ �� / / �'� °' 1_66
: OPEN SPACE
a Ig^ �' °� ° 6 °I� F s °� �o`�°o`' °6 \off so loll � rl�°� �► 0 / BLOCK H,
a P� 5 LOT 4X
` 'L � 0 5
�, Z / �� o° ' / ��`'�- BLOCS °.° 30• s 'o��" -'� �' •° 5 O , �� o°, 19 ° o� °0 5o tiV), _ _ ? V °� o s s
tiZ ALUM. R.O.W. O Q °° j O. voQ `� d.
O r O / MON. FND. CM �Q 8 W.M.E. o oo,, ,5 `3 2 !� O 5 O 0 S. y0 BL
o Z o�o?'� \ \ \ o /° H !-
Q► 6 / s \ 1 0 28 0 '0 20 . ,- o �. / cv
v w v ,� O O� / r���j '�� ®o �/ �9�0 s, so \ , V.T. 6'�9- °05�Q` O. 5°�� o j V.T. L6 /'� o� / '.6. y z
o p o �s �• 0.72 0 N 5 010 \ 0 5 ,� 1 ! �o> ° o
�,/ °O ' °' / &0 � l J � � ff t� ``V 7 / nj ALJ 0
a a / �V 5 / �'° 7 h� / � 6 Q 27 ``� t o 21 ,>,o �= o I ,�v F o- w
>- o } o / �� / ,/ p 's �� 0op . Gi oo, `'�°, s- oo. 10' X 10' °QO 23.79 -o '' 12.7T / 1 ��o \
LU z( w z / `C/ O• r raj 00 O •O 6'- / cS: °05 5� O 2.73' 10 O J I S
O �` \ T.P.E. 01 / o 1 1 O O IRSC
'� O o O �'-� O ho' °' GL 5° -0 5y O 10 X 10 O
v . L o h ' o /�1 . 'Lu, 3 \ O c��, X01 ` �` 0 12.46' I J V.T. �"8 T.P.E. � ��h O-
/� O oq 5 h 5.00' 9
C V ��'' CALLED 2.743 ACRES J�.• Q� / O" '7i V b ' / ,Qj d�° '�/ . oj/ •O O� s' 22 ``�Ci C'� `s' �' 2 AC/
. �` P STATE OF TEXAS v 2 8 / O Gj O. 26 O
Z 1- z F- v P O t� / _` 5 j c� G�. 3 S o� O 9 O- �!i' .� 7 �o
O m O m � INST. NO. 97-R0089415 � S° � • `�+ ,,l� � � � 7 7- 01 ° D< < <O O
i r 2 0 p, 00 S off,,, 5 0. L20 , `
m m O.R.DE.C.T. 5 5 �S �3 '�' S O
z a I z Q QO �� �J, 0° Qt Opti �O °o, V.T.°° o° ,�\ S 5 .�5 06. �h AO 7 , �o ho
10' X 10' V 'O h '� S
M / ho' 00 0, / h� �. 2° 4 ,/ ,� CSSj ,�01' o o / �,-i-� V.T. L4 F �- \ �`� 3 <v' �'�
00
IX Z Q = / ' 2 9 T.P.E. ��' S° 00 9 9• O, _ _ O o, co / \
.,� o s / �� °. ti66' ,�•'`O� �� /
o . o / e ,O� j o� of °' 6 / 's B LOC K -� 30 / 5° \ 'f°� °05 ; 5`' �`� C \tis s / , o
U,
w °`L O `'� o O� O O. 7, \ 5y O O 2 6.09 2 srs, 0 / °� co
3 i r O O o / 10.12 O \ DI 0 1 �° �°
W W�� �,°` o . �''' `' '`' 2 5 K , , / 6 ° y�o , . \ oma° oo '�°1 24 100 00 �� so. '�� s28,
a I o. �;- DI 1.99 �' GL "'cp° O h® 5 ° 00 >> s� o �° `��- 4.27' 'l O / 7 / 111
do 10 3.90' , . �j r'j 00 5° so °o �O�G 2.73' L9 2S ��1 ��° `5�3, \� CN `_II��✓
�,; 6 o O°, s. ,��1 �/ ,0- ° \ '� 23 c / ° , ,�`S ��' 0� / \� �o O'. 104.14, � c�� .
/110, A
oo 6 co' 30 . ,\ y `� 1 °° `� ,o s� �'`� ° h ,� � 12 a
/ 5.7 9' 2 ''� `F� 6 �`'�OA° ')S cs�� \ 'j" s, °o. 5F�`'�°� 4.08' N / 16 -°`° ` `s�N Q 0 r`
16 c� D1 y 5 O� � 5 O O, \ ,� 22.80 °Q5 �p'4" O� 1.46 OPEN ^O O 7 �O \ W N
`�0'F 11 `� �`)�' js `O� '� / .��' 2 O. LL \ O 10.20, 5y� �p`5 SPACE co ^� O% °� ® W
OPEN SPACE •®, / / 40111
j 2 5 F.M.E. Q� 0 8 / ° 17 ,O° °o �o W o
' � \ j h \ `�`°� '�` � �. `L L11 •Q , BLK H, � '` �' '� � � I a
\ G OQ cS > �7 Q / 0\ g LOT 6X O ° gj \ °'� O I' co �
h BLOCK K,
cs` •O co o• R=50.0 U ( Z
LOT 1X \ °�° y0 • F� 'oo s° 50� off \ 11.13' j� - _ / 1 goo co ° °� o , �� ti W ` O
/ M '�� r�6, 8.89' '� h 20 °Q5� \ 0 3.88 �' O- �`�' O 18 co \ ti ►• a 1 LL U' k
I R CALLED TRACT II (50.784 ACRES) �j� V° 3 \ O -1 �� °O; i� \ ^ p Q O M 't RSC
OPEN SPAC _W ►� , / 50 O 2 ra ►� S \ °�� W 0 W
e ; i� n �°�' O p,3 STANDARD PACIFIC OF TEXAS, INC. 00 10 X 10 r Tr, \ 00 r1 �O ct�° �Q gyp, ' O / 9.4.8 �� -9� 4 O 00, ,p d � O a Q
s s 5Q' S cg O/S L19 `L• co �F 70 10' X 10' co '�' •O
Q O INST. NO. 201200244645 �Jo' T.P.E. •o °, 9 O / O Y O; M O !` �` N Q
p BLOCK J, M $ w 19.15 i V.T. V '9 A9 O. \ c9. f3LK L, V.T. 0 15 O' T.P.E. St I_ Z U
e ° O.P.R.DA.C.T. '!` ' 4, 0 LOT 1X c� �ti' 7 , 2' S74 02 46 W I-
°� � -I ° s ° W
Fj LOT 1 X ' h At n �- V.T. / 2 72 QO `s0- O p
\'`Z wa 91.22' „ �s �' zL 6' /OPEN "O �O^ Cp 3u' AJ °�O O° p Oe IRSC , < Q
C42 - 5Z 's �s 5 00 17 Ips, V.T. c �' ,�' �° d ° ' o ° o o, `� 79.03 -� a o �
SPACE O °
o o Coo 3B D�2' o O, Q• ` ° e; �� ? W 2.00 / °^ o ° s 0 �� S. '` ° 23.14 0 , W O
0411 -° G � 6.79' 'Lo 5 � oo� \ jos SQs � i � s o BLK H, � �, �°`O o'�' 14 0� \3`�0 �� � 20 °° ^ v 1Rsc ° � , �� � � -� .�
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OWNER/APPLICANT. 5750 Genesis Court, Suite 200 Tel. No. (9 72) 335-3580
Standard Pacific of Texas, Inc. Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779
909 Lake Carolyn Parkway, Suite 1700
Irving, Texas, 75039 Scale Drawn by Checked by Date Project No. Sheet No.
Phone No.: (972) 590-2400
Fax No.: (972) 590-2430 1" = 60' MBM KHA 09/16/2015 064447702 1 OF 5
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I co co � LL ® / �cS` � -467.5 O
3� NO \ MIN FF ^ .� _w 5' E E i 2.37' 15' F M�' °p��3 BLOCK 2°Q° 16 \. \� �5p / ��s°= /`�o goo ��1
po`L 468.2 18 0 17 _ 2.28 p ARtyAI Hsi° 6g 11 ,�' '� `sQ. �y� o/ / / ��, 3
MIN FF M Lu
10 X 10 ti V.T. V.T. SHApE ? ?4. 59 1'( S c5` 0� �° / 0� 13.19'
h I 7S'7p• =468.2 � MIN FF M ?e - W T.P.E. g 838' 41'Z'1� SAGE' De ' 8.70' M ° °= ,h `/ MIN FF
4.72' Z =468.2 0 16 n M et - W - I �'
/ - w 1 �� 88ti 0s;5
01,,E �'v� 15 O. 6L / 0�1 '�op0 j� s°, =467.5 ,h00 s
O.
IRSC I / ` \ 6� 0 BLOCK
Z MIN FF °N 15 0 ,� 14 -" M N I �' ° 3y�. 4SS6' N66 .3 V° �?, l2 /
/ CALLED 0.8610 ACRE ( / H6 °4 9 - T_ ui 12 N. 5 1 1 c3` cS` O.O V� O / 4 /
\ s ° Ci 13 N 0 5 j 10 x10 0
043„ =468.2 Z MIN FF cfl •- ° T_ N OD \ 0 65 18.00 p, 5 /.�
STATE OF TEXAS / ` 9S _ N =468.2 Z MIN FF M - �3 ,ZA• Op T.P.E. °05 00 �V- ' MIN FF 00 1�
\ 'Sg• � Z MIN FF MIN FF CO2 14 � G
INST. NO. 97 ROO89415 I / \ N75° 5 F.M.E. =468.2 Z 26.58 �'' �►` 55 Op• `O , -467.5 h0
=468.2 =468.2 5"
O.R.DE.C.T. \ 6� 9'08'W� -54.75,, I Z 14.54' ��a°` s Zs��
p' s �Q / ,��,. 2�,Q 5
z \ \ 67 •N7, $ Op�50„W 54.75r - . 5' F.M.E. 10 0 Z 13 `�O.°� �0, Ooi ,�5 yj�s�MIN Fr
W , U80 22'3 54.75 - O \ s, °� ^• `''�° O hp' 6 ° so. =467.5 �5 O /
O
O , \ \ "` 3"W N8 044#1 ""54.75'- -54.75' -54.52'- u y0 F ui N oZ,14
` OPEN SPACE I."'5'W N8 ° i� `L F 11 d , . O MIN FF
r�`L•` �'' V V \ \ ..... 5 0558 W . Ng7°2T40"W _ N89°49'23"W _ / p "T 12 '
/ BLOCK N, LOT 2X
2 � � W O • �i' �° =467.5 ?
°'� m W I PEN SPACE ` �y. \�2° / o o°° / h ''s��s o°o G1� CITY OF COPPELL
O 0 ( O"' ss' \ Z / h ,L 6 SEE NOTE 6)G
o o BLOCK N, \ 10 X 10 R6 / ° BL h /
\\ I Z V N I I \ LOT 1X \ \ T.P.E. / �O� `� j°mss 7 N Ghill
\ w Uj o N 20' DRAINAGE \ 75' 00 j Q MIN FF Opi
\ W d� I ' �C�S EASEMENT 29 7 ,- B.1.- 10.01' -A21g �y0 so �=467.5
co O a. I ` 2 37• ---- 2 hp OPEN SPACE
FALLS IN CREEK I Q D- a' BLOCK �,° 24 / �Q° 8 / 5 /
\ W U ti C .I S�• - -94.32 ' 9 S MIN FF p�' BLOCK N
oC�rn '` N --------- ----_125.61• \ '�h5 js �cs`� =467.5 h0�0°off% LOT 5X
\ ( 0 U rn N w� 0116 4 S80° ' °O, °ZL
200 1314E C33
2° 9 5 F.M.E. OPEN SPACE
13.98' 9 47.25' ------_ py 4.41' �� o' / BLOCK N,
10 A� O O, MIN FF O O ° „
mi /
43' 47 25 ,5 ° s =467.5 /h0' / LOT 3� G S77 25 39 E 6
� \ \ \ \ 100.21' r 5 F.M.E. 'L� 10 8.24' G6
20' DRAINAGE s 58.39x_ 4 ow `r� 2 jjssQ� MIN FF Oop / BLOCK A� N° 0137-W
0_ O> Off° O O, .5 h G 128. ,� <
EASEMENT L42 81
=467 N / � ` 11 sz !y /
/(P
Gg� 31 C67
DETENTION EASEMENT C7�j -- - �.� , s°, / 77°2T45°E S81°
0 37.85 01 "E 129.
\ H \ ( \ PRIVATE DRAINAGE AND 2 !y MIN FF p 37
\ \ s °vn \ I �20 0 v / O / S77°25'39"E -01Cg6
� 2 5 "��=467.9 h 27.32'
S�
clj8
dam
\ S0 \ \ ( \ \ APPROXIMATE LIMITS OF ZONE AE (100 -YEAR FLOOD PLAIN)
\ \ \ c,i2- PER F.I.R.M. MAP NO. 48113C0135 J, DATED AUGUST 23, 2001 \ � '� • G'�� OPEN SPACE / FALLS IN CREEK ' - FALLS IN CREEK
TO JOHN EGELSTON, ET ALAS REVISED BY LOMR CASE # 14-06-1947P \ N77°27'20'E BLOCK N, /
VOLUME 2005031, PAGE 8619 \ . G / \
\ /
O.P.R.DA.C.T. \ \ ` �_ \ \ C Cis 36.28' LOT 4 / N8 \ \
/ 1 01,44,►w \
- - - 1
2.50
\ \ "", • ® _ \ cpm N77°27'20"E
6 ,
28.63'
NON -SHADED ZONE X 1 �� \ �`S9°p ` \ CALLED TRACT II (50.784 ACRES) \ OPEN SPACE
PER F. I. R. M. MAP NO. 1 \ 639'. ���� STANDARD PACIFIC OF TEXAS, INC. \
48113CO135 J, DATED \ \ 9 PROW ED FCF'WA - - - �` C111� \ INST. N0.201200244645 ` v `° CITY OF COPPELL BLOCK N, LOT 2XI FALLS IN CREEK
% R _ O.P.R.DA.C.T. cn ti
AUGUST 23, 2001 \ �8�, - - _ `� -� 1cli
AS REVISED BY LOMR - - - - ' (SEE NOTE 6) I
• _ - - - - FALLS IN CREEK` ` ` \CD
CASE # 14-06-1947P
I I
w po
°0 0
- .
_ A
- - N85°05' ��
"T P/ \ so°062.52 IYOWEI o 0 20' PRIVATE I ��"�• /
44"W 301.00` Rl�j Z z DRAINAGE / / � �� "
• I
[FALLS IN CREEK - M N11
,S \ 11.40' I EASEMENT / Y
F�iSF0 48�yygOFo N90oOO'OO"E 144.40' - - / APPROXIMATE LIMITS OF ZONE AE (100 -YEAR FLOOD PLAIN) ,�^
3Co� �QAIk-000 118.01' 0 1 L/ PER F.I.R.M. MAP NO. 48113C0135 J, DATED AUGUST 23, 2001 16,A2�OMCs X IN NN - - -118.01' - - �o / AS REVISED BY LOMR CASE # 14-06-1947P 1 LL
\ \ �O'r S44"� \ \ FALLS IN CRE%%%k qsF, FO,gV ` ` \ C5.7 N90°00'00"E 144.40' O
4_0&19�VSr? oGF \ \ No°oo'oo"E `�2 \ / r` 20.00 / M
oo� OR C
11.40' (OD O m / §
/ W
-110
LEWISVILLE p
COPPELL
Z
0
ACE Z
0
S, y
X21
9ypgSS
SITE
CT
CORPORATE PARI, Commw Br Park DENTON CREEK
Andrew Brown
Community Par G�
_j
J
W Q
oMISTY HAVEN
U COTTONWO _
IL
VICINITY MAP
(NOT TO SCALE)
> = ZERO LOT LINE
15' ALLEY
33.00'
Jo' B.L. I�
I10
m I�
H o O o O
C:) _j o
10' B.L.
33.00'
STREET
> = ZERO LOT LINE
15' ALLEY
50.00'
41.00'
LOT DETAIL
20' B.L.
ZONING RBN-3
m15
CIOJ
m
I�
H J
0 omo
F-
8O
J I p -j
1--:J
10' B.L.
41.00'
STREET
C82-..---'_�
\ �.
I APPROXIMATE LIMITS OF ZONE AE (100 -YEAR FLOOD PLAINFALLS IN CREEK
) \ \ \ ��tiss2
PER F.I.R.M. MAP NO. 48113C0135 J, DATED AUGUST 23, 2001
AS REVISED BY LOMR CASE # 14-06•-1947P �� 46�• �
s e
-" OPEN SPACE
I
p O O
J J J
TYPICAL
50.00'
LOT DETAIL
LOT DETAIL
' B.L.
ZONING RBN-3
m15
ZONING RBN-5
m
LOTS 12-19, BLOCK G AND
LOTS 1-11, BLOCK G; LOTS 1-3, BLOCK H;
LOTS 8-15, BLOCK H
LOTS 16-21, BLOCK H
LOTS 1-25, BLOCK J; LOTS 1-6, BLOCK K;
Deed Records, Dallas County, Texas
Ol_j
F- 0
Jl
1-
O H
O Lo
°° O m
a O
>
Zero Lot Line (See Typical Lot Details)
J
I 15' B.L.
50.00'
STREET
TYPICAL
TYPICAL
TYPICAL
LOT DETAIL
LOT DETAIL
LOT DETAIL
ZONING RBN-3
ZONING RBN-4
ZONING RBN-5
LOTS 20-36, BLOCK G AND
LOTS 12-19, BLOCK G AND
LOTS 1-11, BLOCK G; LOTS 1-3, BLOCK H;
LOTS 8-15, BLOCK H
LOTS 16-21, BLOCK H
LOTS 1-25, BLOCK J; LOTS 1-6, BLOCK K;
Deed Records, Dallas County, Texas
D.R.DE.C.T.
LOTS 1-21, BLOCK M; AND LOTS 1-21, BLOCK N
O.P.R.DA.C.T.
Official Public Records, Dallas County, Texas
O.R.DE.C.T.
Official Records, Denton County, Texas
>
Zero Lot Line (See Typical Lot Details)
\
I
\
\
I
I
\
TYPICAL
TYPICAL
TYPICAL
LOT DETAIL
LOT DETAIL
LOT DETAIL
ZONING RBN-3
ZONING RBN-4
ZONING RBN-5
LOTS 20-36, BLOCK G AND
LOTS 12-19, BLOCK G AND
LOTS 1-11, BLOCK G; LOTS 1-3, BLOCK H;
LOTS 8-15, BLOCK H
LOTS 16-21, BLOCK H
LOTS 1-25, BLOCK J; LOTS 1-6, BLOCK K;
Deed Records, Dallas County, Texas
D.R.DE.C.T.
LOTS 1-21, BLOCK M; AND LOTS 1-21, BLOCK N
\
\ 296+1 FALLS IN CREEK BLOCK N, / '99•
\ \ LOT 1Y /
a W
mot
16 W
10
1 W
LOT 7, BLOCK 1
Vk / ASBURY ESTATES
\ \ \ PHASE II
\ \ THE MANSIONS BY THE LAKE
\ VOLUME 99215, PAGE 484\ 8 2 FALLS INC EEK QO 00 FALLS IN CREEK
\
D.R.DA.C.T. \ `S4Q�� 1
W
\ \ \ \ \ 106 oo'
\ BOUNDARY LINE AS DEPICTED \
\ AND DESCRIBED IN \
\ VOL. 99215, PG. 484, D.R.DA.C.T. \
\ FALLS IN CREEK
\
i S6g0
321
S890 11 16„ W 100.00 /
BOUNDARY LINE AS DEPICTED
AND DESCRIBED IN
VOL. 99215, PG484, D.R.DA.C.T.
\ \ \ \ \ PURPOSE FOR AMENDING PLAT: ADJUST THE LOT LINES
APPROX. \ \
LOCATION OF
FOR LOT 12, BLOCK G, AND LOTS 8 AND 21, BLOCK H.
\ \ � \
\ POND
\ \ \ NOTES:
\ \ 1. According to Map No. 48113C0135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood
Incl iranrP Rate Man of nallas Cnunty_ Texas_ Federal Emeraencv Manaaement Aaencv_ Federal Insurance
\ Administration, as revised by Letter of Map Revision (LOMR) Case No. 14-06-1947, Effective Date February 9, 2015, a
\ portion of this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year
\ flood, as shown. For the portions this site is not within an identified special flood hazard area, this flood statement does
�. not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions,
PAD ` \ \ greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood
Li
of \ \ statement shall not create liability on the part of the surveyor.
71 \
L0 -J�-� - VISIBILITY TRIANGLE \ 2. 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
ROW
�- -
bearin s shown hereon are Grid values The distances shown are surface values
CURB
STREET
T7TCTRTT TTV TT? T A XTC-.-T R T1RT A TT
NTS
g
3. The survey abstract lines shown hereon are approximate and are not located on the ground.
OWNER/APPLICANT:
4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped " KHA", unless otherwise noted. Standard Pacific of Texas, Inc.
909 Lake Carolyn Parkway, Suite 1700
Irving, Texas, 75039
5. All Open Space Lots are to be owned and maintained by the Home Owner's Association, with the exception to Block N, Phone No.: (972) 590-2400
Lot 2X (see note 6). Fax No.: (972) 590-2430
6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas.
/
LEGEND
W.M.E.
Wall Maintenance Easement
F.M.E.
Fence Maintenance Easement
P.D.E.
Private Drainage Easement
E.E
Electric Easement
T.P.E
Transformer Pad Easement
O/S
Open Space
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
>
Zero Lot Line (See Typical Lot Details)
VOLUME 99234, PAGE 47
D.R.DA.C.T.
(OWNER: CITY OF COPPELL) W
r
a
J
U
m
n
1
AMENDING PLAT kg
WESTHAVEN PHASE 1 -
59.866 ACRES (296079767 SQ. FT.)
143 RESIDENTIAL LOTS - 18.504 ACRES (806,048 SQ. FT.)
26 OPEN SPACE LOTS - 32.258 ACRES (1,405,158 SQ. FT.)
STREET DEDICATION - 9.104 ACRES (396,561 SQ. FT.)
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
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877°2639`x.
27,32'
SPACE r � FALLS IN';REEK
)CK N;
. 4 -
APPROXIMATE LIMITS OF ZONE AE
2
T�' DRAINAGE EASEMENT ` (100 -YEAR FLOOD PLAIN) PER F.I.R.M. MAP
p \ 0 BE DEDICATED BY NO. 48113C0135 J, DATED AUGUST 23, 2001
EPARATE INSTRUMENT AS REVISED BY LOMR CASE # 14-06-1947P PATER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS
\ I COUNTY) ABSTRACT NO. 604 (DENTON COUNTY)
BUFFALO BAYOU, BRAZOS AND COLORADO RAILROAD
COMPANY SURVEY, ABSTRACT NO. 1772
\ \ S73004'58"E
G IRSC
A=61034'31" 1 --.." \ 14.80'
I \ R=327.50 L. �- N64°38'35"E 'Rsc \ IRSC „
} �\,� 1, _ 27.91 -\ \ S30048'31 E
,� L-351.96
J/§J CB=S84034'09"E IRSC 18.06'
N , C=335.27'
Ilsc
338.77' •-' -• \
°
OPEN
' SPACE�. • / IRSC \ \ CAE -LED TRACT 1 (42.997 ACRES)
L
BLOCK N, T 2X
CITY OF ��� � '•.► ••...... STAR'DARD PACIFIC OF TEXAS, INC.
\ \ INST. NO. 201200244645
\ O.P.R.DA.C.T.
(SEE NOTE E 6) OPEN SPACE \\ \
i BLOCK N,
^'
LOT 5X \
OPEN SPACE \ \
C65 � \
BLOCK N, � BLOCK \ \e
LOT 5XA' a
IN C88 <� I V
' C64 \ \ \
W \ \
C89 c \
0�1 0� o OPEN SPACE 90 \ \
BLOCK N, LOT 2X \
CITY OF COPPELL
(SEE NOTE 6) \ \
OPEN SPACE \ \
-. .....5 IN RE::E K \ \ \
BLOCK N,
LOT 4X \
I w
122.50, ( \ \ \ \
`\ \ FALLS IN CREEK
ti (P \ \
y�� y APPROXIMATE LIMITS OF ZONE AE (100 -YEAR FLOOD PLAIN) \
\ PER F.I.R.M. MAP NO. 48113C0135 J, DATED AUGUST 23, 2001 \ \
AS REVISED BY LOMR CASE # 14-06-1947P s \
G N0042'54"W` \ FALLS IN CREEK
FUTURE
WESTHAVEN
PHASE 2
FALLS IN CREEK
U, 5.37
A 4=30013'51"
APPROXIMATELIMITS F ZONE AE (100 -YEAR FLOODPLAIN) 15'SANITARY SEWER EASEMENT
R=50.00'
\ \ \ \ TO BE DEDICATED BY
PER F,I,R,M, AP O. 431 CO 5 , DATED AUGUST 2 ; 2001AS I.l_ � \ \ \
K CASE
� �,v, m 0 m � � ` \ \ SEPARATE INSTRUMENT CB= L=26.38
�I���I���\ \ 9°55'04"E
\ \ C=26.08'
\ \ Os \ \ IRSC
W \ \ PRIVATE DRAINAGE AND \ \
W \ DETENTION EASEMENT O`�` \ \ SANITAIRY SEWER IRSC
\° EaASEMENT
1:� � \ \ \ \ \ A-94047'54"
BOUNDARY LINE AS DESCRIBED \ \ \ ` \ \ \ R=50.00'
IN VOL. 97061, PG. 2961,
Uj D.R.DA.C.T. , \ \ \ L=82.73' ��y• ��
�a
w ` � 1 � \ \ \\ CB=N80°44'55"E°; �Zg� �°66 a� � IRSC -
\ \ C=73.61'�g
�..i ,�, \ OPEN SF ACE \ \ 1000 L35-
� u'Q° ' \ BLOCK N, !-OT 2X \
W \
I•• f I.si �' BOUNDARY LINE AS DEPICTED j CITY OF COPPELL
�,S�I�I . IwST�TI~S Z � AND DESCRIBED IN
VOLUMIE 99234. PAGE 4,r VOL. 99234, PG. 47, D.R.DA.C.T. I ���1 \ (SEE' NO' E 6) 23.Oo' /
D.R.DA.C.T. J ® \ IRSC /
0: C0 ;� I \ O 2.83' \ / L37 / M
G;R: , I u Ill I j A� Tl \ P
�cA . \ IRSC / U '/
UON
�CQ. , �° ` �� • \ 34.57'
\ OPEN SPACE/APPROXIMATE LIMI
Q
BLOCK N, °'� / ( 100 -YEAR FLOOD PLAIT
� � \ g 10.59' �
LOT 4X ` �� / �,� / NO.48113CO135 J, DATE
�,' AS REVISED BY LOMR I
/ , \ CALLED TRACT 1 (42.997 ACRES) / PACE
1 \ STANDARD PACIFIC OF TEXAS, INC. / �Q. �T / 0 N S °ryp
� L
Oj\ INST. NO. 201200244645 IRSC / BLOCK N, �� / OPEN SPACE
. \ o, \ O.P.R.DA.C.T. LOT 5X � / BLOCK N,
CV
LOT / LOT 7X
C
CO / PRIVATE DRAINAGE AND
/ \ \ 4.60'/�� OPEN SPACE DETENTION EASEMENT
dIlk, 9 \ \
6111- ,I,Ss° 7.01' - / 'z' ° S.s9' 6.73 BLOCK N, LOT 2X
N86 2118-W 191.37
/- - CITY OF COPPELL
O �o),�
20.46'15.57', N -f (SEE NOTE 6) BLOCK
Oc \ \ r)
" F° \ \ _ 2 94' r79g�• /-- - - c � � °a o
O \ / N A'
�9F 3 \ N86°21'18"V1/ 198.35' N
" \ \ C�� �I I 63. _ 87�'/�°6 6.46' 1.85' \O'o
/ 20' PRIVATE \� OPEN SPACE
M " \ FALLS IN CREEK I \ iJ 20' PRIVATE Oso EA EASEMENT INAGE\ OPEN SPACE BLOCK N, LOT 2X
\ BLOCK N,
EASEMENT // O�> ''�' by 7s. �� �\ LOT 6X CI(SETY E NOTE 6 ELL
I. v
\ \ ?° L49 398 \
A °-\ / ^ C52 C46
`S�'• 9'�� o /
h
OPEN SPACE cgs
/4 BLOCK N,
s BUFFALO BAYOU, BRAZOS AND COLORADO RAILROAD
\ / 7.86' LOT 4X
}COMPANY SURVEY, ABSTRACT NO. 1772 \ 20,89'
- - \ S89045'36"W 546.05'
a THOMAS L. HOLLAND SURVEY, ABSTRACT NO. 624 \
\ FALLS INC�REEK
PORTION OF 15.0 ACRE
�.
- - - - - - - - - - - - - - - - -
-----.-.---- � TRACT, INST. NO.
._. _........ ..........
201000213054 SITUATED IN
1 \/ \ \ I VILLAGE AT COTTONWOOD
� M - 20' UTILITY EASEMENT / \ / \ 25' SANITAR SEWED �
CREEK SECTION VI
VOL. 79074, PG. 170 \ \ PORTION OF 15.0 ACRE
rD.R.D.C.T. ._- \ C\ \\ \E'AEMENT -
\ \ \ ` SITUATED IN VILLAGE AT
\ SEPA DTEI NSTRU Y NT
� COTTONWOOD CREEK
\ \ \ \ SECTION VI
S35°11'51 "E
28.24'
Ico
a Q GRAPHIC SCj�LE IN FEET
0 D 60 0 30 60 120
_ N N =
O
I- �
o � 0Z 1 " - 60' 15 24X36
ZZ
Z0
W.M.E.
91 --
�w
o
O
o9
Private Drainage Easement
E.E
om
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LEWISVILLE
Ow
>�_
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H
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&
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1�,
FIRST TRACT
CALLED 40 ACRES
SITE
FRWM, INC.
VOLUME 97122, PAGE 5266
D.R.DA.C.T.
..- ....
1 i- IRSC
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FLOODWAY EASEMENT
COMMON AREA
VILLAGE AT COTTONWOOD CREEK
� SECTION VI � I \ I
\ APPROX. VOLUME 95036, PAGE 1867
LOCATION OF D.R,DA.C.T. \ \ \ I S andard Pacific of Texas Inc.
_ i
(OWNER: VILLAGE AT COTTONWOOD \
909 Lake Carolyn Parkway, Suite 1700 Irving, Texas, 75039
\ •' POND CREEK SECTION VI HOA) / � \ � � \ � \ / - - - -
IN
Phone No.: (972) 590-2400
Fax No.: (972) 590-2430
C' = ZERO LOT LINE
15' ALLEY
33.00'
J IJ
Im I�
I ---H
o O o O
CI o J o J
10' B.L.
33.00'
STREET
TYPICAL
LOT DETAIL
ONING RBN-3
LOTQ 20-36, BLOCK G AND
L�QTS 8-15, BLOCK H
VICINITY MAP
(NOT TO SCALE)
PAD
w
m �� - VISIBILITY TRIANGLE
1- - ROW
CURB
45'
STREET
NTS
= ZERO LOT LINE
15' ALLEY
W.M.E.
O
41.00'
O
J
Private Drainage Easement
E.E
�J
50.00'
o
J
�°L�
LEWISVILLE
p
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H
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10' B.L.
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ACE
41.00'
I 15' B.L. I
Z
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50.00'
sti
STREET
&
VSs
1�,
.X1
SITE
CITY
C�
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CORPORATE PAR
Andrew Br Park
mmuAndrew
DENTON CREEK
Brown
Community Par
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W
Q
oMISTY
U
HAVEN
COTTONWO
VICINITY MAP
(NOT TO SCALE)
PAD
w
m �� - VISIBILITY TRIANGLE
1- - ROW
CURB
45'
STREET
NTS
= ZERO LOT LINE
15' ALLEY
W.M.E.
O
41.00'
O
J
Private Drainage Easement
E.E
Electric Easement
50.00'
Transformer Pad Easement
J
-!T -BL.
V.T.
-J
(�
0
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m 0
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10' B.L.
lin J
41.00'
I 15' B.L. I
STREET
TYPICAL
LOT DETAIL
ZONING RBN-4
LOTS 12-19, BLOCK G AND
LOTS 16-21, BLOCK H
NOTE:
SEE SHEET 4 OF 5 FOR
j.INE AND CURVE TABLES
AND LOT AREA TABLES
TYPICAL
LOT DETAIL
ZONING RBN-5
LOTS 1-11, BLOCK G; LOTS 1-3, BLOCK H;
LOTS 1-25, BLOCK J; LOTS 1-6, BLOCK K;
LOTS 1-21, BLOCK M; AND LOTS 1-21, BLOCK N
LEGEND
W.M.E.
O
O
O
J
Private Drainage Easement
E.E
Electric Easement
50.00'
Transformer Pad Easement
FT'
-!T -BL.
V.T.
-J
D.R.DA.C.T.
J
In
Deed Records, Denton County, Texas
O.P.R.DA.C.T.
inl
O.R.DE.C.T.
lin
O
�
(J _il
O
o f-
0�
CO O °°
Ui 0
J
lin J
-J
I 15' B.L. I
�_
50.00'
STREET
TYPICAL
LOT DETAIL
ZONING RBN-5
LOTS 1-11, BLOCK G; LOTS 1-3, BLOCK H;
LOTS 1-25, BLOCK J; LOTS 1-6, BLOCK K;
LOTS 1-21, BLOCK M; AND LOTS 1-21, BLOCK N
NOTES:
1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood
Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal Insurance
Administration, as revised by Letter of Map Revision (LOMR) Case No. 14-06-1947, Effective Date February 9, 20'. a
portion of this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year
flood, as shown. For the portions this site is not within an identified special flood hazard area, this flood statement does
not imply that the property and/or the 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.
2. 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.
3. The survey abstract lines shown hereon are approximate and are not located on the ground.
4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted.
5. All Open Space Lots are to be owned and maintained by the Home Owner's Association, with the exception to Block N,
Lot 2X (see note 6).
6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas.
PURPOSE FOR AMENDING PLAT: ADJUST THE LOT LINES
FOR LOT 12, BLOCK G, AND LOTS 8 AND 21, BLOCK H.
AMENDING PLAT
WESTHAVEN, PHASE 1
59.866 ACRES (296079767 SQ. FT.)
143 RESIDENTIAL LOTS - 18.504 ACRES (806,048 SQ. FT.)
26 OPEN SPACE LOTS 32.258 ACRES (1,405,158 SQ. FT.)
STREET DEDICATION - 9.104 ACRES (396,561 SQ. FT.)
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
rn■
5750 Genesis Court, Suite 200 Tel. No. (972) 335-3580
Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779
Scale Drawn by Checked by Date Proiect No. Sheet No.
1" = 60' MBM I KHA 1 09/16/2015 064447702 1 3 OF 5
�o
LO
N
00
UJI
a
o�
00
LO
P
rn
0
0
Z
m
0
O
a
LEGEND
W.M.E.
Wall Maintenance Easement
F.M.E.
Fence Maintenance Easement
P.D.E.
Private Drainage Easement
E.E
Electric Easement
T.P.E
Transformer Pad Easement
0/S
Open Space
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
p
Zero Lot Line (See Typical Lot Details)
NOTES:
1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood
Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal Insurance
Administration, as revised by Letter of Map Revision (LOMR) Case No. 14-06-1947, Effective Date February 9, 20'. a
portion of this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year
flood, as shown. For the portions this site is not within an identified special flood hazard area, this flood statement does
not imply that the property and/or the 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.
2. 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.
3. The survey abstract lines shown hereon are approximate and are not located on the ground.
4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted.
5. All Open Space Lots are to be owned and maintained by the Home Owner's Association, with the exception to Block N,
Lot 2X (see note 6).
6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas.
PURPOSE FOR AMENDING PLAT: ADJUST THE LOT LINES
FOR LOT 12, BLOCK G, AND LOTS 8 AND 21, BLOCK H.
AMENDING PLAT
WESTHAVEN, PHASE 1
59.866 ACRES (296079767 SQ. FT.)
143 RESIDENTIAL LOTS - 18.504 ACRES (806,048 SQ. FT.)
26 OPEN SPACE LOTS 32.258 ACRES (1,405,158 SQ. FT.)
STREET DEDICATION - 9.104 ACRES (396,561 SQ. FT.)
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
rn■
5750 Genesis Court, Suite 200 Tel. No. (972) 335-3580
Frisco, Texas 75034 FIRM # 10193822 Fax No. (972) 335-3779
Scale Drawn by Checked by Date Proiect No. Sheet No.
1" = 60' MBM I KHA 1 09/16/2015 064447702 1 3 OF 5
�o
LO
N
00
UJI
a
o�
00
LO
P
rn
0
0
Z
m
0
O
a
LINE TABLE
NO.
BEARING
LENGTH
L1
N01 025'06'W
40.98'
L2
S02026'44"E
13.41'
L3
S38014'34"E
7.16'
L4
N88°00'28"E
15.17'
L5
S02055'27'VII
15.19'
L6
S86°36'46"E
13.40'
L7
N73°02'34"E
6.64'
L8
S71 °34'26"E
8.67'
L9
S8504225"E
6.58'
L10
SO4001'24'W
7.50'
L11
N86040'46"E
7.52'
L12
NO3°36'14'VV
6.55'
L13
N81 °13'06"E
7.07'
L14
N81 °13'06"E
14.14'
L15
S08°46'54"E
14.14'
L16
S01 058'25"E
13.58'
L17
N8905459"E
15.09'
L18
S03031'07"W
14.38'
L19
S87013'29"E
13.60'
L20
S79054'50"E
14.14'
L21
S10005'10"VII
14.14'
L22
S79035'25"E
14.22'
L23
S1 0024'35"W
14.06'
L24
N63041'35"E
16.45'
L25
N46050'11 0"W
14.37'
LINE TAIBLE
NO.
BEARING
N40001'55" E
N42058'54" E
S49002'36" E
N41 °03'50"E
S47002'56" E
S53°46'54" E
S00026'08"W
S00026'08'Vii
S30048'31 "E
N14°11'29" E
S30048'31 "E
N75°48'31 "W
S36013'06"Vii
N08046'54'Vii
S36013'06'Vii
S81°13'06"W
S1 7038'54"E
S1 7038'54"E
S24026'17"Vii
S24"26'1 7W
S21054'55"W
S21 °54'55"Vii
NO300849'W
N86051'11"E
S03008'49"E
LENGTH
14.68'
13.96'
13.82'
14.43'
14.32'
23.59'
24.91'
32.38'
12.52'
5.66'
12.52'
5.66'
32.60'
33.94'
32.88'
33.92'
10.64'
10.64'
53.28'
66.04'
33.56'
40.33'
64.66'
20.00'
79.55'
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
LINE TABLE
NO.
BEARING
LENGTH
L51
S30048'31 "E
35.45'
L52
S30048'31 "E
24.53'
L53
S1 6000'40"E
30.00'
L54
S1 6000'40"E
30.00'
L55
N09053'26"E
16.27'
L56
N80059'20"E
16.27'
L57
N81007'32'W
9.59'
L58
S81 °02'35"E
3.31'
L59
S83046'36"E
13.90'
L60
N00055'11 7"W
2.84'
L61
N840117'11 0"E
28.00'
LOT AREA, TABLE
BLOC -K G
LOT NO. ACRES �"4. FT. ZONING
1 0.132 6,750 RBN-5
2 0.132 5,750 RBN-5
3 0.132 5,750 RBN-5
4
0.132
5,750
RBN-5
5
0.132
5,760
RBN-5
6
0.132
5,750
RBN-5
7
0.137
5,972
RBN-5
8
0.132
5,750
RBN-5
9
0.132
5,750
RBN-5
10
0.132
5,750
RBN-5
11
0.132
5,750
RBN-5
RBN-4
12A
0.144
6,294
13
0.101
4,387
RBN-4
14
0.101
4,387
RBN-4
15
0.101
4,387
RBN-4
16
0.101
4,387
RBN-4
17
0.101
4,387
RBN-4
18
0.101
4,387
RBN-4
19
0.101
4,387
RBN-4
20
0.081
3,531
RBN-3
21
0.081
3,531
RBN-3
22
0.093
4,072
RBN-3
23
0.081
3,531
RBN-3
24
0.081
3,531
RBN-3
25
0.081
3,531
RBN-3
26
0.101
4,387
RBN-3
27
0.081
3,531
RBN-3
28
0.081
3,531
RBN-3
29
0.081
3,531
RBN-3
30
0.081
3,531
RBN-3
31
0.081
3,531
RBN-3
32
0.081
3,531
RBN-3
33
0.081
3,531
RBN-3
34
0.081
3,531
RBN-3
35
0.081
3,531
RBN-3
36
0.093
4,066
RBN-3
1X
0.742
32,314
400.00'
2X
0.280
12,187
9038'47"
3X
0.068
2,967
C27
4X
0.044
1,926
N70054'57"E
5X
0.042
1,818
10.31'
6X
0.043
1,865
1188.00'
7X
0.075
3,284
18°09'29"
LOT AREA TABLE
BLOCK H
LOT NO.
CURVE
TABLE
ZONING
CHORD
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
C1
30027'02"
39.00'
20.73'
S09030'40"W
20.48'
20.48'
28.02'
°i 83.36'
iO3.12'
81.18'
81.18'
96.72'
104.90'
53.49'
51.76'
C2
30°27'01"
39.00'
20.73'
N20056'20'W
C3
17°31'08"
92.00'
28.13'
S86°29'32"W
C4
170028'33"
92.00'
273.73'
N28012'22"E
C5
68°10'07"
92.00'
109.46'
S11031'11"W
C6
128050'47"
45.00'
101.20'
S19051'47'W
C7
231009'13"
45.00'
181.55'
N19051'47"E
C8
1 209026'19"
50.00'
182.77'
N33019'23'W
C9
18°52'04'°
320.00'
105.38'
S44020'52"E
C10
9035'21"
320.00'
53.56'
S39042'31 "E
C11
9016'43"
320.00'
51.82'
S49008'32"E
C12
29°12'00"
39.00'
19.88'
S20018'50"E
19.66'
30.92'
32.35'
42.88'
67.18'
68.02'
35.55'
32.70'
40.19'
56.57'
44.93'
'131.13'
63.82'
67.75'
54.65'
-313.69'
10.31'
,364.74-
374.92'
C13
101014'36"
20.00'
35.34'
N56020'08'W
C14
1075724"
20.00'
37.68'
S1 9003'52"W
C15
43047'19"
57.50'
43.94'
S76058'50"W
C16
90000'00"
47.50'
74.61'
S10005'10'W
C17
18052'04"
207.50'
68.33'
S44020'52"E
C18
9049'41 "
207.50'
35.59'
S39049'41 "E
C19
9°02'23"
207.50'
32.74'
S49015'43"E
C20
40054°49"
57.50'
41.06'
N15045'42"E
C21
90000'00"
40.00'
62.83'
N81 °13'06"E
C22
68020'42"
40.00'
47.71'
NO2002'45"E
C23
1852'04"
400.00'
131.72'
S44020'52"E
C24
9°09'05"
400.00'
63.89'
N49012'22"W
C25
9042'59"
400.00'
67.83'
N39046'20"W
C26
9038'47"
325.00'
54.72'
N50015'46"E
C27
31039'33"
575.00'
317.72'
N70054'57"E
C28
0029'50"
1188.00'
10.31'
S86059'38'W
C29
1703939"
1188.00'
366.19'
N83°55'37"W
C30
18°09'29"
1188.00'
376.50'
S84°10'32"E
LOT AREA TABLE
BLOCK H
LOT NO.
ACRES
SQ. FT.
ZONING
1
0.132
5,750
RBN-5
2
0.132
5,750
RBN-5
3
0.132
5,750
RBN-5
8A
0.118
5,147
RBN-3
9
0.081
3,531
RBN-3
10
0.081
3,531
RBN-3
11
0.081
3,531
RBN-3
12
0.081
3,531
RBN-3
13
0.081
3,531
RBN-3
14
0.081
3,531
RBN-3
15
0.081
3,531
RBN-3
16
0.101
4,389
RBN-4
17
0.101
4,387
RBN-4
18
0.101
4,387
RBN-4
19
0.101
4,387
RBN-4
20
0.101
4,387
RBN-4
21A
0.140
6,095
RBN-4
1X
0.146
6,362
RBN-5
2X
0.107
4,658
RBN-5
3X
0.021
934
RBN-5
4X
1.340
58,368
RBN-5
5X
0.065
2,818
RBN-5
6X
0.061
2,653
RBN-5
LOT AREA TABLE
BLOCK J
LOT NO.
ACRES
SQ. FT.
ZONING
1
0.146
6,350
RBN-5
2
0.146
6,350
RBN-5
3
0.159
6,931
RBN-5
4
0.146
6,350
RBN-5
5
0.146
6,350
RBN-5
6
0.146
6,350
RBN-5
7
0.146
6,350
RBN-5
8
0.146
6,350
RBN-5
9
0.146
6,350
RBN-5
10
0.148
6,467
RBN-5
11
0.155
6,772
RBN-5
12
0.177
7,697
RBN-5
13
0.158
6,898
RBN-5
14
0.140
6,112
RBN-5
15
0.140
6,112
RBN-5
16
0.140
6,108
RBN-5
17
0.139
6,035
RBN-5
18
0.138
5,992
RBN-5
19
0.139
6,070
RBN-5
20
0.139
6,055
RBN-5
21
0.139
6,059
RBN-5
22
0.139
6,061
RBN-5
23
0.146
6,364
RBN-5
24
0.165
7,188
RBN-5
25
0.151
6,599
RBN-5
1X
0.650
28,311
145.76'
2X
0.101
4,403
62.85'
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C31
29008'56"
300.00'
152.62'
S60031'20"E
150.98'
C32
77027'47"
200.00'
270.40'
S41 °29'20"E
250.27'
C33
44041'36"
200.00'
156.01'
N77°25'58"E
152.08'
C34
18052'04"
200.00'
65.86'
N45°39'08"E
65.56'
C35
4°05'35"
300.00'
21.43'
S53041'12'W
21.43'
C36
28046'14"
200.00'
100.43'
S370115'11 TW
99.38'
C37
131 000'56"
14.00'
32.01'
S21 °49'40"E
25.48'
C38
31039'33"
295.00'
163.00'
N70054'57"E
160.94'
C39
17049'04"
908.00'
282.37'
S84020'45"E
281.23'
C40
0029'50"
908.00'
7.88'
S86059'38"W
7.88'
C41
936'14"
908.00'
152.20'
N87057'20'W
152.02'
C42
7043'00"
908.00'
122.29'
N7901743W
122.20'
C43
79°24'55"
14.00'
19.40'
S39048'53"E
17.89'
C44
255019'47"
50.00'
222.82'
S52013'41'VII
79.16'
C45
21017'02"
507.50'
188.52'
N85010'04"W
187.44'
C46
2040'18"
704.50'
32.85'
N85°31'34"E
32.85'
C47
93034'25"
100.00'
163.32'
S46021'05"E
145.76'
C48
37054'10"
95.00'
62.85'
S19023'13'W
61.71'
C49
69008'49"
57.50'
69.39'
NO3045'53"E
65.26'
C50
39051'38"
115.00'
80.01'
S41 001'36"E
78.40'
C51
45032'24"
90.00'
71.53'
N45054'37"E
69.67'
C52
8018'28"
704.50'
102.15'
S83059'48"E
102.06'
C53
69008'49"
42.50'
51.29'
NO304553"E
48.23'
C54
37054'10"
110.00'
72.77'
S19023'13'W
71.45'
C55
87001'59"
75.00'
113.93'
N43057'07"E
103.28'
C56
65004'18"
116.50'
132.31'
S32056'23"E
125.31'
C57
42024'38"
156.50'
115.84'
N21 °36'33'W
113.22'
C58
20023'39"
398.50'
141.84'
S32°37'02"E
141.10'
C59
18043'54"
443.00'
144.83'
N311047'11 0"W
144.18'
C60
15°31'39"
j 198.50'
j 53.79'
j S33-23'11 7"E
53.63'
LOT AREA TABLE
BLOCK K
LOT NO.
ACRES
SQ. FT.
ZONING
1
0.134
5,824
RBN-5
2
0.141
6,148
RBN-5
3
0.132
5,750
RBN-5
4
0.132
5,750
RBN-5
5
0.132
5,750
RBN-5
6
0.132
5,750
RBN-5
1X
0.535
23,287
C68
ZONING RBN-3 = 25 LOTS
ZONING RBN-4 = 14 LOTS
ZONING RBN-5 = 104 LOTS
TOTAL = 143 LOTS
CURVE TABLE
NO. DELTA RADIUS LENGTH CHORi) BEARING CHORD
C61 10042'23" 801.50' 149.77' N36 -5839"W 149.55'
C62
19041'14"
198.50'
68.21'
S2r,°29'14"E
67.87'
111.29'
100.08'
90.18'
83.71'
53.10'
73.22'
97.99'
123.47'
C63
86007'05"
81.50'
122.50'
N59t42'09'W
C64
48038'30"
121.50'
103.15'
S7h°26'27"E
C65
83°49'14"
67.50'
98.75'
S8158'11"W
C66
19052'40"
242.50'
84.13'
N5'1 59'54"E
C67
36°11'05"
85.49'
53.99'
N86001'43"E
C68
108053'24"
45.00'
85.52'
S2>>'58'57"E
C69
43024'15"
132.50'
100.37'
S53'09'53'W
C70
37022'34"
192.67'
125.69'
N54*54'53"E
C71
36052'52"
177.50'
114.26'
N54"39'32"E
112.29'
C72
56°58'58"
147.76'
146.95'
S45n4848"W
140.97'
48.15'
C73
57033'56"
50.00'
50.24'
N4,r'04'48"E
C74
59004'59"
77.50'
79.92'
S46'19'17W
76.42'
110.70'
C75
56044'07"
116.50'
115.36'
N40"05'1 6"E
C76
67037'50"
85.00'
100.33'
S64'43'45"E
94.61'
27.77'
C77
17015'56"
92.50'
27.87'
S26,016'52"E
C78
17015'56"
107.50'
32.39'
S2i°16'52"E
32.27'
48.08'
C79
27049'15"
100.00'
48.56'
S4;i049'27"E
C80
62044'05"
45.00'
49.27'
N31 22'02'W
46.85'
21.28'
7.09'
58.18'
125.45'
85.40'
C81
56026'07"
22.50'
22.16'
S2h013'05"E
C82
5626'07"
7.50'
7.39'
S2�013'06"E
C83
77027'20"
46.50'
62.86'
S3fi"43'40'W
C84
5605845"
131.50'
130.77'
N41,057'58"E
C85
86011'28"
62.50'
94.02'
S59"26'31'°W
N80001'37"E
C86
36010'53"
100.50'
63.46'
62.42'
88.89'
70.14'
112.43'
90.81'
C87
19052'40"
257.50'
89.33'
N5 °59'54"E
C88
83049'14"
52.50'
76.80'
S8r1'58'11 "W
C89
48038'30"
136.50'
115.88'
S7026'27"E
C90
8607'05"
66.50'
99.95'i
- N56042'09"W
LOT AREA TABLE
BLOCK L
LOT NO.
ACRES
SQ. FT.
ZONING
1
0.132
5,750
RBN-5
2
0.132
5,750
RBN-5
3
0.132
5,750
RBN-5
4
0.132
5,750
RBN-5
5
0.132
5,750
RBN-5
6
0.150
6,532
RBN-5
7
0.156
6,777
RBN-5
8
0.166
7,225
RBN-5
9
0.163
7,117
RBN-5
10
0.150
6,521
RBN-5
11
0.150
6,522.
RBN-5
12
0.150
6,525
RBN-5
13
0.134
5,824
RBN-5
14
0.132
5,750
RBN-5
15
0.132
5,750
RBN-5
16
0.132
5,750
RBN-5
17
0.132
5,750
RBN-5
1 X
0.134
5,824
101.18'
2X
0.104
4,512
103°36'23"
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C91
19°41'14"
213.50'
73.36'
S26029'14"E
73.00'
C92
10042'23"
786.50'
146.97'
N30058'39'W
146.75'
C93
1531'39"
213.50'
57.86'
S33023'11 7"E
57.68'
C94
18043'54"
428.00'
139.92'
N311047'11 0"W
139.30'
C95
20°23'39"
413.50'
147.18'
S32037'02"E
146.41'
C96
42024'38"
141.50'
104.74'
N21 °36'33"W
102.36'
C97
77024'28"
131.50'
177.66'
S39°06'28"E
164.45'
C98
16027'59"
719.50'
206.78'
S87034'35"E
206.07'
C99
21 °46'13"
492.50'
187.13'
N84055'28"W
186.01'
C100
4449'07"
106.00'
82.92'
N38020'11 8"E
80.82'
C101
181055'11
94.00'
298.46'
S73°06'40"E
187.97'
C102
28'08'31"
206.00'
101.18'
S03°46'40"W
100.17'
C103
103°36'23"
69.00'
124.77'
S41 °30'37"W
108.45'
C104
10012'45"
530.00'
94.47'
S88012'26'W
94.34'
C105
157038'48"
94.00'
258.64'
N18004'33"W
184.43'
C106
129°04'53"
51.00'
114.90'
S58059'27"W
92.09'
C107
37015'17"
231.00'
150.20'
N37050'28"W
147.57'
C108
3525'53"
844.00'
521.92'
N36055'46W
513.65'
C109
98020'04"
52.50'
90.10'
N07006'28'VI/
79.45'
C110
735342"
94.00'
121.23'
S82005'52'W
113.00'
C111
23012'18"
1686.00'
682.84'
N72033'26'W
678.18'
C112
28028'29"
644.00'
320.05'
N69055'21 "W
316.77'
C113
75003'17"
129.00'
168.98'
N18009'28'W
157.16'
C114
105053'20"
84.00'
155.24'
N72018'51 "E
134.07'
C115
40005'49"
706.00'
494.08'
S74047'24"E
484.06'
C116
31006'05"
294.00'
159.59'
S79017'16"E
157.64'
C117
126053'58"
56.00'
124.03'
S69003'11 6"E
100.19'
C118
24050'53"
554.00'
240.26'
S63048'11 8"E
238.38'
C1 19
51 °23'02"
144.00'
129.14'
S25041'21 "E
124.86'
C120
45009'01"
20.00'
15.76'
S22034'31"VII
15.36'
LOT AREA TABLE
BLOCK M
LOT NO. ACRES SQ. FT. ZONING
1 0.132 5,751 RBN-5
2 0.132 5,750 RBN-5
3 0.132 5,750 RBN-5
4 0.132 5,750 RBN-5
5 10.132 5,750 RBN-5
6 0.144 6,281 RBN-5
7
0.146
[0.234
6,357
RBN-5
8
10,196
9,457
10,018
RBN-5
RBN-5
RBN-5
9
0.217
10
0.230
11
+0.168
7,329
8,792
RBN-5
RBN-5
12
0.202
13
0.170
7,416
RBN-5
14
0.135
5,870
RBN-5
15
0.132
[0.132
5,750
RBN-5
16
5,750
5,750
RBN-5
17
0.132
5,750
RBN-5
18
0.132
5,750
RBN-5
19
0.132
5,750
RBN-5
20
0.132
5,750
RBN-5
21
0.170
7,422
RBN-5
1X
0.180
7,841
14
LOT AREA TABLE
BLOCK N
LOT NO.
ACRES
SQ. FT.
ZONING
1
0.149
6,476
RBN-5
2
0.136
5,914
RBN-5
3
0.132
5,751
RBN-5
4
0.132
5,750
RBN-5
5
0.132
5,750
RBN-5
6
0.132
5,750
RBN-5
7
0.132
5,750
RBN-5
8
0.132
5,750
RBN-5
9
0.132
5,750
RBN-5
10
0.132
5,750
RBN-5
11
0.135
5,870
RBN-5
12
0.138
6,003
RBN-5
13
0.138
6,028
RBN-5
14
0.138
6,029
RBN-5
15
0.138
6,030
RBN-5
16
0.138
6,030
RBN-5
17
0.138
6,031
RBN-5
18
0.140
6,103
RBN-5
19
0.149
6,493
RBN-5
20
0.149
6,494
RBN-5
21
0.149
6,494
RBN-5
1X
12.005
522,926
2X
1.249
54,392
3X
1.032
44,941
4X
7.415
323,002
5X
3.377
147,102
6X
0.050
2,162
7X
2.423
105,528
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
CUR
NO.
DELTA
RADIUS
C121
119005'58"
10.00'
C122
27030'18"
79.00'
C123
32017'51"
64.00'
C124
5036'58"
19.00'
C125
35004'11"
86.00'
C126
30030'28"
39.00'
C127
22026'36"
19.02'
C128
4017'44"
250.00'
V\ E TABLE
.ENGTH
CHORD BEARING
CHORD
20.79'
N84017'1 0"E
17.24'
37.92'
N19027'59"W
37.56'
36.08'
N17004'13"W
35.60'
1.86'
N01 °53'12"E
1.86'
52.64'
N11 °49'16"E
51.82'
20.77'
N14006'08"E
20.52'
7.45'
N1 1033'25'W
7.40'
18.74'
S03033'58"E
18.74'
FPURPOSE FOR AMENDING PLAT: ADJUST THE LOT LINES
FOR LOT 12, BLOCK G, AND LOTS 8 AND 21, BLOCK H.
AMENDING PLAT
WESTHAVEN, PHASE 1
59.866 ACRES (296079767 SQ. FT.)
143 RESIDENTIAL LOTS - 18.504 ACRES (806,048 SQ. FT.)
26 OPEN SPACE LOTS - 32.258 ACRES (1,405,158 SQ. FT.)
STREET DEDICATION - 9.104 ACRES (396,561 SQ. FT.)
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
LO
ao
LO
0
N
8
rn
m
0
w
O
J
CL
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTIES OF DENTON AND DALLAS §
WHEREAS STANDARD PACIFIC OF TEXAS, INC., is the 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, 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 said 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, and being
more particularly described by metes and bounds as follows:
COMMENCING at a 5/8 -inch "J. E. Smith" capped iron rod found for the southwest corner of a called 5.086
acre tract of land, conveyed to the State of Texas, as evidenced in a Deed, recorded in Volume 95142, Page
2590 of the Deed Records of Dallas County, Texas, and the easterly, southeast corner of a called 10.393 acre
tract of land, conveyed to the State of Texas, as evidenced in the Agreed Judgment, recorded in Instrument No.
97-R0089415 of the Official Records of Denton County, Texas, same being the northwest corner of said Tract I
and the northeast corner of said Tract II, and being on the south right of way line of State Highway No. 121
Bypass (a variable width right of way);
THENCE North 80°35'07" West, along the north line of said Tract II and the south right of way line of said State
Highway No. 121 Bypass, a distance of 29.16 feet to a 5/8 -inch "KHA" capped iron rod set for the POINT OF
BEGINNING;
THENCE South 10°56'42" East, departing the north line of said Tract 11, the south right of way line of said State
Highway No. 121 Bypass and crossing said Tract I and Tract II, a distance of 165.87 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 07°03'01" East, continuing across said Tract I, a distance of 251.40 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 11 °21'14" West, continuing across said Tract I, a distance of 99.72 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 02°51'02" East, continuing across said Tract I, a distance of 180.79 feet to a 5/8 -inch "KHN'
capped iron rod set for a corner;
THENCE South 74°02'46" West, continuing across said Tract I and crossing aforesaid Tract ll, a distance of
79.03 feet to a 5/8 -inch "KHA" capped iron rod set for a corner;
THENCE South 39°00'28" West, continuing across said Tract ll, a distance of 8.16 feet to a 5/8 -inch "KHA"
capped iron rod set for the point of curvature of a non -tangent curve to the right;
THENCE in a southerly direction, continuing across said Tract II, and along the arc of siaid curve to the right,
through a central angle of 30°15'12", having a radius of 65.00 feet, a chord bearing of South 21005'30" West, a
chord distance of 33.92 feet and an arc length of 34.32 feet to a 5/8 -inch "KHA" capped iron rod set for the
point of tangency of said curve;
THENCE South 36013'06" West, continuing across said Tract II, a distance of 207.29 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 08°46'54" East, continuing across said Tract II, a distance of 7.07 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 53°46'54" East, continuing across said Tract 11, a distance of 17.50 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 36°13'06" West, continuing across said Tract ll, a distance of 58.00 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 53°46'54" East, continuing across said Tract II, a distance of 109.29 feet to a 5/8 -inch "KHA"
capped iron rod set for the point of curvature of a curve to the left;
THENCE in an easterly direction, continuing across said Tract II, crossing aforesaid Tract I, and along the arc
of said curve to the left, through a central angle of 61'34'31", having a radius of 327.50 feet, a chord bearing of
South 84034'09" East, a chord distance of 335.27 feet and an arc length of 351.96 feet to a 5/8 -inch "KHA"
capped iron rod set for the point of tangency of said curve;
THENCE North 64°38'35" East, continuing across said Tract I, a distance of 27.91 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 73004'58" East, continuing across said Tract I, a distance of 14.80 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 30°48'31" East, continuing across said Tract I, a distance of 18.06 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 59011'29" West, continuing across said Tract I, a distance of 115.00 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE South 30°48'31" East, continuing across said Tract I, a distance of 751.50 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE North 59°11'29" East, continuing across said Tract I, a distance of 113.33 feet to a 5/8 -inch "KHA"
capped iron rod set for the point of curvature of a non -tangent curve to the left;
THENCE in a easterly direction, continuing across said Tract I, and along the arc of said curve to the left,
through a central angle of 94°47'54", having a radius of 50.00 feet, a chord bearing of North 80044'55" East, a
chord distance of 73.61 feet and an arc length of 82.73 feet to a 5/8 -inch "KHA" capped iron rod set for the end
of said curve;
THENCE North 59011'29" East, continuing across said Tract I, a distance of 185.44 feet to a 5/8 -inch "KHA"
capped iron rod set for the point of curvature of a non -tangent curve to the left;
THENCE in a easterly direction, continuing across said Tract I, and along the arc of said curve to the left,
through a central angle of 30°13'51", having a radius of 50.00 feet, a chord bearing of North 69055'04" East, a
chord distance of 26.08 feet and an arc length of 26.38 feet to a 5/8 -inch "KHA" capped iron rod set for the end
of said curve;
THENCE South 35°11'51" East, continuing across said Tract I, a distance of 28.24 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner;
THENCE North 89054'40" East, continuing across said Tract I, a distance of 115.00 feet to a 5/8 -inch "KHA"
capped iron rod set for a corner on the east line of said Tract I;
THENCE South 00005'20" East, along the east line of said Tract 1, a distance of 424.91 feet to a 5/8 -inch "KHA"
capped iron rod found for the southeast corner of said Tract I
THENCE South 89°45'36" West, along the south line of said Tract I and along the extension of the north line
and the north line of Village at Cottonwood Creek Section VI, an Addition to the City of Coppell, Texas,
according to the Plat thereof recorded in Volume 95036, Page 1867 of the Deed Records of Dallas County,
Texas, a distance of 546.05 feet to a corner in the center of Denton Creek;
NOTES:
1. According to Map No. 48113CO135 J, dated August 23, 2001 of the National Flood Insurance Program Map, Flood
Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal Insurance
Administration, as revised by Letter of Map Revision (LOMR) Case No. 14-06-1947, Effective Date February 9, 2015, a
portion of this property is within Flood Zone AE, which is within a special flood hazard area inundated by a 100 -year
flood, as shown. For the portions this site is not within an identified special flood hazard area, this flood statement does
not imply that the property and/or the 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.
2. 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.
3. The survey abstract lines shown hereon are approximate and are not located on the ground.
4. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted.
5. All Open Space Lots are to be owned and maintained by the Home Owner's Association, with the exception to Block N,
Lot 2X (see note 6).
6. Open Space, Block N, Lot 2X is to be owned and maintained by the City of Coppell, Texas.
THENCE North 52°5449" West, continuing along the south line of said Tract I and along the center of said
Denton Creek, a distance of 253.70 feet to a corner;
THENCE North 34°19'49" West, continuing along the south line of said Tract I and continuing along the center
of Denton Creek, a distance of 466.38 feet to the southwest corner of said Tract I
THENCE North 00°42'54" West, along the west line of said Tract 1, a distance of 5.37 feet to the southeast
corner of aforesaid Tract II;
THENCE North 47006'44" West, along the south line of said Tract II and along the center of Denton Creek, a
distance of 92.77 feet to a corner on the common line of said Tract II and Lot 7, Black 1 of Asbury Estates, an
Addition to the City of Coppell, Texas, according to the Plat thereof recorded in Volume 99234, Page 47 of the
Deed Records of Dallas County, Texas;
THENCE in a westerly direction, continuing along the center of Denton Creek and along the common line of
said Tract II and said Lot 7, Block 1 of Asbury Estates, the following:
North 62°45'44" West, a distance of 113.00 feet to a corner;
North 81 001'44" West, a distance of 122.50 feet to a corner;
South 63023'16" West, a distance of 162.00 feet to a corner;
South 30058'16" West, a distance of 193.00 feet to the northwest corner of said Lot 7, Block 1, same
being the northeast corner of Phase II of The Mansions by the Lake, an Addition to the City of Coppell,
Texas, according to the Plat thereof recorded in Volume 99215, Page 484 of the Deed Records of Dallas
County, Texas;
THENCE in a westerly direction, continuing along the center of Denton Creek and along the common line of
said Tract II and said Phase II of The Mansions by the Lake, the following:
South 34028'16" West, a distance of 106.00 feet to a corner;
South 69°32'16" West, a distance of 100.00 feet to a corner;
South 89°11'16" West, a distance of 100.00 feet to a corner;
North 68°25'44" West, a distance of 108.00 feet to a corner;
THENCE North 59°40'46" West, departing the common line of said Tract II and said Phase II of The Mansions
by the Lake, and continuing along the center of said Denton Creek, a distance of 222.96 feet to a corner on the
common line of said Tract II and said Phase II of The Mansions by the Lake;
THENCE in a westerly direction, continuing along the center of Denton Creek and along the common line of
said Tract II and said Phase II of The Mansions by the Lake, the following:
North 69025'44" West, a distance of 214.00 feet to a corner;
North 85005'44" West, a distance of 301.00 feet to a corner;
North 59°06'39" West, a distance of 190.81 feet to the northwest corner of said Phase II of The Mansions
by the Lake, same being the northeast corner of a tract of land, conveyed to John Egleston, et al, as
evidenced in a Correction Special Warranty Deed, recorded in Volume 2005031, Page 8619 of the Deed
Records of Dallas County, Texas;
THENCE North 58°54'53" West, continuing along the center of Denton Creek and along common line of said
Tract II and said John Egleston, et al, tract, a distance of 321.50 feet to the most westerly southwest corner of
said Tract II, the northwest corner of said John Egleston, et al, tract, being on the southeast line of a called
0.8610 acre tract, conveyed to the State of Texas as evidenced in aforesaid Agreed Judgment, recorded in
Instrument No. 97-R0089415 of the Official Records of Denton County, Texas, sane being on the southeast
right of way line of State Highway No. 121 (a variable width right of way);
THENCE North 48°11'27" East, along the northwest line of said Tract 11, the souttioast line of said 0.8610 acre
tract, and the southeast right of way line of said State Highway No. 121, a distanco of 197.30 feet to a 5/8 -inch
"KHA" capped iron rod set for a corner;
THENCE North 44°23'06" East, continuing along the northwest line of said Tract 11, the southeast line of said
0.8610 acre tract, and the southeast right of way line of said State Highway No. 121, a distance of 129.60 feet
to a 5/8 -inch "KHA" capped iron rod set for the northeast corner of said 0.8610 acre tract, a northwest corner of
said Tract II, same also being on the south line of the remaining portion of a called 1.47 acre tract of land,
conveyed to Gia G. Rish McLean, as evidenced in an Affidavit of Heir ship of Deaton Glenroy Rish, recorded in
Volume 96067, Page 5566 of the Deed Records of Dallas County, Texas;
THENCE South 89°00'01" East, departing the southeast right of way line of said State Highway No. 121, along
a north line of said Tract II, and the south line of said 1.47 acre tract, a distance of 113.82 feet to a 1/2 -inch iron
rod found for the southeast corner of said 1.47 acre tract, same being an inner ell corner of said Tract II;
THENCE North 00°34'18" West, along the east line of said 1.47 acre tract and along a west line of said Tract 11,
a distance of 117.07 feet to an aluminum right of way monument found for a northwest corner of said Tract II,
the southwest corner of a called 2.743 acre tract of land, conveyed to the State of Texas as evidenced in
aforesaid Agreed Judgment, recorded in Instrument No. 97-R0089415 of the Deed Records of Dallas County,
Texas, same being the southeast right of way line of aforesaid State Highway No 121;
THENCE in a northeasterly direction, along the northwest line of said Tract II, the southeast line of said 2.743
acre tract, the southeast line of aforesaid 10.393 acre tract, and continuing along the southeast right of way line
of said State Highway No. 121 and the south right of way line of aforesaid State Highway No. 121 Bypass, the
following:
North 44023'08" East, a distance of 520.24 feet to an aluminum right of way monument found for a corner;
North 55002'58" East, a distance of 88.21 feet to an aluminum right of way monument found for a corner;
North 51 °38'24" East, a distance of 266.32 feet to an aluminum right of way monument found for a corner;
North 55043'59" East, a distance of 180.42 feet to an aluminum right of way monument found for a corner;
North 63013'12" East, a distance of 273.24 feet to a corner, from said corner, a found aluminum right of
way monument bears North 80°16' East, 4.95 feet;
North 73002'34" East, a distance of 183.04 feet to a 5/8 -inch "KHA" capped iron rod set for a corner;
North 84018'00" East, a distance of 365.42 feet to a 1/2 -inch iron rod found for a corner;
South 80°35'07" East, a distance of 45.33 feet to the POINT OF BEGINNING and containing 59.866 acres
(2,607,767 square feet) of land, more or less.
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 plat designating the herein
described property as WESTHAVEN, PHASE 1, 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 srch 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 20
_L5_
BY: STANDARD PACIFIC HOMES OF TEXAS, INC.,
By:
Chip oyd
Director of Land Development
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally
appeared Chris Matzke, known to me to be the person whosf 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 S'� (Jay of _s �
20_15.
�F-.G'..S�aRA �.iea .a.,3.+.£ hq.rt.A€er9k RrcSla3.�'a�n„L..A
31
1 fr `� !� r'�,�# SFt a•� C'a t'!d'�e
alL
Vim// ,trY
Notary P is in and for the State of Texas
The Amending Plat of WESTHAVEN, PHASE 1, is hereby 4Opproved 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 d s not attempt to remove any covenants or restrictions, does not increase the number of lots, and
d not create or r uire the creation of a new street or make necessary the extension of municipal
f ilities.
Dire : of Plannin4 Date
ATTEST:
Ju 'ita Miles, City of Coppell Date
*x.012 oSt V
Floodplain Development Permit Application No. .o�.ahas been filed with the City of Coppell Floodplain
Administrator on 1Z..(2v1t , 20
SURVEYOR'S CERTIFICATION
That I, Michael B. Marx, a Rgistered Professional Land Surveyor, licensed by the State of Texas, do hereby certify
that this 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 or will be 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 1 S41k day of 5 epInt-M 6r.'r , 20_L5 _
Michael B. Marx, Registered Professional Land Surveyor #5181
KIMLEY-HORN AND ASSOCIATES, INC.
5750 Genesis Court,
Suite 200
Frisco, Texas 75034
972-335-3580
Fax 972-335-3779
STATE OF TEXAS §
COUNTY OF COLLIN §
�•P•���STE�pF•:�;s'
e e
o0000o0000o000000000•o0
MICHAEL B. MARX
eee0e6ee000e0eeeeeeee
0•,0 5181
"pP'
NOL
SU RVEy
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 1 day of S, 2015
Notary Public ih �Ind for the State of Texas
Floo ml trator 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. - -
Conformed Copy
The written notice shall be filed for record in the county Deed of Records and a copy of the notice must official Public Records
accompany the application for development permit. John F. Warren, County Clerk
Dallas County, TEXAS
09/24/2015 10:45:55 AM
Note: $184.00
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
201500257175
�tpkY Pue�i
° JESSICA WALL
My Commission Expires
March 22, 2019
°'qrE of I
FFOR
OSE FOR AMENDING PLAT: ADJUST THE LOT LINES
LOT 12, BLOCK G, AND LOTS 8 AND 21, BLOCK H.
AMENDING PLAT
WESTHAVEN, PHASE 1
59.866 ACRES (2,607,767 SQ. FT.)
143 RESIDENTIAL LOTS - 18.504 ACRES (806,048 SQ. FT.)
26 OPEN SPACE LOTS - 32.258 ACRES (1,405,158 SQ. FT.)
STREET DEDICATION - 9.104 ACRES (396,561 SQ. FT.)
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
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