FP attached to CC Packet 06091522
Y
4
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OPEN
I SPACE
BLOCKIB, LOT 1X
NOTES:
6.) The City of coppell will not have responsibility for maintenance of the floodway/floodplain area as shown hereon. The maintenance for
1.) All corners set are monumented with a 5/8" iron rod with red plastic cap stamped "KHA", unless otherwise noted. these areas shall be the sole responsibility of the Homeowners' Association. These areas are to remain free of improvements that may
obstruct the flout of storm water and protected from potential erosion by the owners. No fences will be allowed in the floodplain or any
2.) Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the City of Coppell Geodetic Control other structures (pools, decks, gazebos, etc.) per the City's floodplain Ordinance.
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. 7.) All open space lots (lots x) within the development are to be owned and maintained by the Westhaven HOA. No parking shall be POINT OF
permitted adjacent to open space lots (lots x). COMMENCEMENT
3.) The survey abstract lines shown hereon are approximate and are not located on the ground. \�
8.) Landscape and hardscape elements shown on the landscape plan will be installed prior to the first certificate of occupancy being \ DENTON COUNTY
4.) According to Mali No. 48113C0135J, dated August 23, 2001 and Map No. 48113C0135K, dated July 7, 2014 of the National Flood ' issued for a noli-model home within that phase of development. — — — — — —
Insurance Program Map, Flood Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal DALLAS COUNTY
Insurance Administration, as amended in FEMA LOMR Case No. 14-06-1947P, effective February 09, 2015, this property is not within 9.) For blocks within the RBN-5 zone with five (5) or more houses fronting the same street, a minimum of 20% and a maximum of 50% of 5/&' IRFC - 5/8" IRFC
Flood Zone AE, vVhich is a special flood hazard area inundated by a 100 -year flood, and is within Zone "X" (shaded) and Zone'lC" the houses shall utilize a 20 foot building line. "J.E. SMITH'° "J.E. SMITH"
NEC OF TRACT I
(unshaded). For the portions this site that are 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 10.) A 5 foot average height metal or wrought iron fence will be installed when lots back to the Denton Creek Lake Park and Westhaven
occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of Creek Park.
the surveyor.
11.) All RBN-5 lots shall have a 22 foot setback to the face of the garage.
5.) No lot to lot drainage will be permitted.
12.) Drainage survey will be required for each lot at final inspection.
J_
48 M Ci 0 13 12 11
ovocv- 0i
1 ALL �
o
i 7
WESTHAVEN 9 8 9
P HAS E 2A x 10 / 50' O.W.
58' R.O.W. N 11 PACE 25.0' 25.0'
vi 12 C�C
GRAPHIC SCALE IN FEET
9 60 0 30 60 120
i_w�
1 " = 60' @ 24X36
10
25.0 33.0 O
50 49 0 0 — — - o — 10 0 Y 11
O ®',V N79°56'54"E to N LOT 8X ( d O EASTHAVEN
v��LG�E 123.94' ioe m (EASTLAKE)
N o OPEN SPACE 1X \ BLOCK D INST. NO. 201400158783
er L8 IRsch 12 O.P.R.DA.C.T.
v 15' SAN. SEWER ESMT �V. 1. _ _. 4'I S�' 0 11 w
3 / o UTILITY ESMT. O IRSC C5 -
N (BY SEPARATE INST. NO. 201500116253, �, ? L� IRsc,L9 IRSC ,1 p O' h
O INSTRUMENT)
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612
/ �� LOT 50X IRsc o' g W NQ 7,783 SF
V.T. c 33 �� \ `�o° WESTHAVEN
�./ OPEN ' ;n 7,871 SF , ,.� tO 01415 \ \ 20.92' , 9 a
7 �i SPACE N 9°058 N6$ J�2 e $ °��2 , �'- PHASE 2A a
A15 w� ��' 6,199 SF X59 X500 sUP U) 13
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s/ I w O/ 2 a.
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?S o o BLOCK B 2 06,400 SF
45.95' 7 ��,-
32 ,gp \ 0 10'X10' S 750 SF BLOCK D N
?S W ® 6,782 SF °g5 26.72' �a 0 '
/ p• PETER HARMONSON SURVEY �, 9°� o �6`L ,600 d,� y0 25 \T.P.E. °�,��� so COLUMBUS
ABSTRACT NO. 1794 (DALLAS COUNTY) 0 12 , 9.80' le) 00 3 50 ero X59 500 0 _ DRIVE p �'
/ ABSTRACT NO. 604 (DENTON COUNTY) \ \ \ r? 5.99' ♦.♦5°��,�-t'��` 6,106 SF _ 2 00 �`� IRsc N89°54'41 "E 105.00' IRSC
N89°54'41 "E � —
BUFFALO BAYOU, BRAZOS AND \ \ 31 ,29°� `ro 6% 37.81' 67.19' 22.3T 105.00' a
COLORADORAILROAD COOMPA2NY SURVEY \ IRSC 5,760 SF so �59� y0p oo \ 6,325 SF 0 36 b L11314� RSC Ln
ABSTRL5 \ •2g `r0 00. 2,523 SF W ..J p _713f. -
IRS
_
w w \ IRs \ \ �yg°�yop ®0 4 \ \ v cso \ y9°��2°� �' Q L12 V.T. 10' B.L.
5,750 SF O ♦`♦ p,6 p a. IRSC J
30 �2gc� so y \ \ 3 o CO C6 27
�• ° N O ?i 4 N Z o to 6 275 SF
13
14
POINT OF
BEGINNING
O. ' 6,674 SF W
TRF IRSC y ♦�' 5,750 SF s® X59 , 500 7,370 SF N ai Ln M r
�T tNr ItLL3 , IRSC\ ,29'� So 'o® '� O� o, I a. o ao N8905441"E
1 I ��Gjo \ \ cs® ♦`♦5g �5®® OA 5,7 0 SF 5�� �� \ 5 Z M ( X r 5' U.E. 115.00' ZO D
�, , 9 \ e3`O\, 7,929 SF o. � 5 F .E.--•1 �, I~I � V V
° 12� / / js oo \ 0 29 °�'`Z , oo �O \ ,Lr. 11.11' 12.37' 0 26 = ZO
\ �pJ / ♦ 5 25' 10 x10 5,750 SF s0 �59 X500 \ r\� , L• Lon• 1 5,750 SF ~ 2
OPEN SPACE / / / 1 25® \ T.P.E. �,ZgF' so 'oo '� cr �. i i _ -36.79' � V.T. W Q W
\ s0 X59° X500 00. 6 \ ` 12.03' 46 $$ 1 N89°5441 "E �_ U o
LOC F LOT IRSC 5,750 SF \ f- C14
,Z9°� \ iso \ oo '♦ 5,750 SF g„� so N �.. 115.00' o
CITY` OF COPPELL BLOCK N s ® \ 28 �♦°2 , o "o° \ 69 N89054'41"E kn
100 -YEAR FLOOD PLAIN PER shoo ?' ♦J59��5�0 \ \ 5,750 SF ssoo �y9� 500 ted,\ e 3 r'es `ro. C�� STREET
58.48' 25 Z Z Z
I FEMA LOMR CASE No. 14-06-1947P �. \ \ °,��2° o o. \ \ �y V T C20 0 �j 10'x10' 5,750 SF I- F_ 3
STANDARD PACIFIC OF TEXAS, INC. EFFECTIVE DATE: FEB. 09, 2015 \ ,F�' 2 \ so \ 59 00 00. 7 E�� IT P E Q U
5,750 SF �'��'' 5,750 SF s� °� a _ ®-23.48' ��'� N89054'41"E U rY
TRACT II (SEE NOTE No. 4) \.� 2g�G so \ o. \ �� s / isI-
` °�� o 27 ` j ® '� o. -3,B'3 115.00 UJ M
m m
CALLED 50.784 ACRES so ♦,♦50 ,goo \ ® \ \ 5,750 SF so 59 ,�00 LS: X10 ® -I Q Q
o ♦ \ 5o O.W. 24
INST. NO. 2012-91642 OPEN SPACE o. \ \ ,,Lo, ,so 00 c o
O 8 \ N Cn r` 5,750 SF
O.R.DE.C.T. BLOCK , \ 5,7 0 SF \ \ \ s� c♦° 150 5,750 SF ® 12.03 25.0 25.0 I 4
INST. NO. 201200244645 sLO
LOT` X , 9 0 0. f, °
\ �2 \ p ,29 o N89 5441 E
O.P.R.DA.C.T. s g°'� o �o \ 26 O ON 10x10 o ,
�O ♦J5 ���0 \ \ 5,750 SF ^� �O �� �59��y00 T.P.E. \ a — — N89054'41"E 122.82' — 0 1 115.00
I 4 \ \ \ ,��2g o o. 20' U.E 0 1 23
/ 5,750 SF ♦ \ s0 X59° �y00 00 00. 9 \ a� — E _ _ _ _ — N o I 5,750 SF O
r \ 5,750 SF N89°54'41"E 110.93'
�`2 0 kn ,29 0 \ I` 1 �]
1 s® �5g° �5�0 \ \ 5,750 SF OQs 5°�°�� O� O� M eo M N89°54'41"E
oo \ \ 0°v s o. ♦� ,��5 \ BLOCK D o Ln 115.00'
WESTHAVEN, PHASE 1 `\ 5 \ s °��'2 . O �� 10 \ �� LOT 4X N I
OPEN 5,750 SF \ \ �\ X59 �5�0 O. 5,750 SF s Q oQ o M
BLOCK N, LOT I DOC. N0. 2014-239 \ � s o e� Q 22
°-NA gl \ e?o \ \ \ 24 °,��'2°� yv� o '� OPEN �o Ln 5,750 SF
CITY OF COPPELL I D.R.DE.C.T. `so ♦�59500 \ \ 5,750 SF A s® X59 0� \ SPACE Z I 1 N89°54'41"E
NST. NO. 201400158822 �` 6 y���\ \ s 'es: �29� oo �� 11 115.00'
O.P.R.DA.C.T. ` 5,750 SF es \ SOO° O ♦`♦5�,��50® 5,750 SF \ D.i� 1
s g°��Zp00✓�i�Oci® 21
23 °1�� \ �� 5� 25� Lon 5,750 SF
OPEN SPACE o �5 ,��5� \ j� 10'x1a 5,750 SF P er0 �5°� �y00 \ ` y0 _ '
\ BLOCK N, o. 7 � 6, ` \T.P.E. ° ,�29� ao 'oo \ 2 L-19.66 I 1 N89054'41"E
\ V \ c� s0 �. yg � 00 •op, 12 \ \ , 115.00'
LOT 5,750 SF \ \� Od: Oo C3 �'♦y' 5,750 SF Q� CJS I 5� U.E.
°'`�Zo° 22 ON 5.09 20
\ \ O° o �� ♦�� ��5� ` (P �s 5,750 SF °� s0 Sy9 ��5p0 C'8 5.00 «' 110'x10'
5,750 SF
8 \ P -7� �� s P�� �, moo 00. 8.19' N89 5441E ® T.P.E. ° "
5,750 SF � \°s \ ? O \ ��50 O 5,753 SF 44.00 Q N891 001 E
9 o. \ 9.00 O
\ \ \ s 9°,��°200 \ o \\ \ , \ 21 °�,�29, *S1\ x701,, I W
\ s O �5 +�\ �� �� \ 5,750 SF s0 X59 �5 �9 \ V.T. W o 19
`h STANDARD PACIFIC OF TEXAS, INC. j 0, \ \ G \ °� s •o '� \ a- ,0 6,750 SF
\ \ \ TRACT I moo- \ 5,750 SF \ ��2���► so 5°�°�� o �o.� 6, 96 SF � 2.19' °
S �5 , 9 O N89 5441 E
\ \ CALLED 42.997 ACRE. ° s \ J 'o �♦ �2 Lta �,
\ \ \ \\ INST. NO. 2012-91642 so yg°�'�20. ®; \ �� 20 s �y9��6�9 M ? 1 115.00'
\ \ \ \
O.R.DE.C.T. oo ��`�' 5,750 SF s O g 18
\ \ \ INST. N0.201200244645 \ 10 \ \ \ ,��`2 0 0. 15 1
0 5,750 SF
\ `
O.P.R.DA.C.T. 5,750 SF \ SO X59° 500 00. 7,650 SF e� co 50 O.W. o
\ \ \ ,29°�C \ oo; �'� ,,�1 ` I � 25.0' 25.0' 1 N89°54'41 "E
\ \ \ \ OPEN SPACE so 59°,�� O� oo \ 19 X59 ���2 m o 115.00'
\ O \ BLOCK N LOT 2Xo ♦� ,��5 10x10 5,750 SF
\ \ \ CITY OF COPPELL �` 11 \ \ T.P.E. �2g°� s® 'o0 1 14.20' 17
LOT 7, BLOCK 1 \ \ \ \\ \ \ 51750 SF, � `�O \ \ �5 �5� 7,395 SF ° �. 16 R 50.00' co 5,616 SF
ASBURY ESTATES \ °�� o \ 1s s
\ \ s0 5g ®0 \ o. \ �O j / `� 3 �S N89054'41"E
C♦ �j• 5,750 SF G /°�
VOLUME 99234 PAGE 47 \ \ Ld
PRIVATE DRAINAGE AND oo\ �� 12 \ \ \ \ 2g°� �s� / 615 s' Oco ^o S.v 112.00
\ DETENTION EASEMENT s °'�� p O c9 ✓°� so "�• F.
D.R.DA.C.T. �C� \ \ 5,750 SF � s \ 0 �y9'♦�y° / �p IRSC .� 16 LL
(OWNER: CITY OF COPPELL) �� \ \ �, °,��• o, yv`� 000 \ \ 0. 6,275 17 / o�� IRSc 1 ,,h 6,053 SF o
\ `\ \ ♦.♦y� 50 \ 5 \ 6,275 SF / / 6 �Q as _G �, `------� --
/ 2 0. ® o
\ 13 2 0 \ < o g�-iyoo' , g044 or IRSC — S89°54'41 "VV 115.00' IRSC
b \ OPEN SPACE \\ 5,750 SF � \ ♦s \ o i� /'`o ON
OPEN O
� � BLOCK N, �`�' o `\V/ S �
p \\ LOT 4X s0 �5g°Pte` /
BOUNDARY LINE AS DEPICTED\ \
14
AND DESCRIBED IN VOL. 99234, 1 O \ \ 5,750 SF \\ ✓ / ! \
G) 100 YEAR FLOOD PLAIN PER
PG. 47, D.R.D.C.T. I \ M s 90
11.76 Qo\� \ so / FEMA LOMR CASE No. 14-06-1947P
\ 1 O \ o �5 �5� �s; o \ IRSC/ EFFECTIVE DATE: FEB. 09, 2015
o; �� r'' Sc\ / (SEE NOTE No. 4) \\
15 0 / \
'� \ \� 5,779 SF _ ���333 \ - C2 WESTHAVEN, PHASE 1
BOUNDARY LINE AS DESCRIBED \ s O
IN VOL. 97061, PG. 2961, DOC. N®. 2014-239
D.R.D.C.T.
\ IRSc OP INST. NO. 201400158822
I
EN SPACE
\ \ 1t \ \\ A�- 400 / / BLOCK N, LOT 2X O.P.R.DA.C.T.
�Q2 / OPEN SPACE CITY OF COPPELL
/ BLOCK N, / l
\ \ \ ih / LOT 5X /
\ \ `� / / / PRIVATE DRAINAGE AND I
TYPICAL LOT DETAIL \ \ ® ® / / DETENTION EASEMENT
ZONING RBN-5 \ � X \ ®� �/ 1
Y
O 5
m
0
W
0
Z
U)
W
EAS HAVEN
(EA TLAKE)
7 INST. NO. 01400158783
O.P.R.DA.C.T.
n
LEGEND
W.M.E.
Wall Maintenance Easement
F.M.E.
Fence Maintenance Easement
U.E.
Utility Easement
M.F.F.
Minimum Finish Floor Elevation
T.P.E.
Transformer Pad 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
L7
Street Name Change
22
Y
4
O
t
i
I
I
OPEN
I SPACE
BLOCKIB, LOT 1X
NOTES:
6.) The City of coppell will not have responsibility for maintenance of the floodway/floodplain area as shown hereon. The maintenance for
1.) All corners set are monumented with a 5/8" iron rod with red plastic cap stamped "KHA", unless otherwise noted. these areas shall be the sole responsibility of the Homeowners' Association. These areas are to remain free of improvements that may
obstruct the flout of storm water and protected from potential erosion by the owners. No fences will be allowed in the floodplain or any
2.) Bearings are based upon the Texas State Plane Coordinate System, North Central Zone per the City of Coppell Geodetic Control other structures (pools, decks, gazebos, etc.) per the City's floodplain Ordinance.
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. 7.) All open space lots (lots x) within the development are to be owned and maintained by the Westhaven HOA. No parking shall be POINT OF
permitted adjacent to open space lots (lots x). COMMENCEMENT
3.) The survey abstract lines shown hereon are approximate and are not located on the ground. \�
8.) Landscape and hardscape elements shown on the landscape plan will be installed prior to the first certificate of occupancy being \ DENTON COUNTY
4.) According to Mali No. 48113C0135J, dated August 23, 2001 and Map No. 48113C0135K, dated July 7, 2014 of the National Flood ' issued for a noli-model home within that phase of development. — — — — — —
Insurance Program Map, Flood Insurance Rate Map of Dallas County, Texas, Federal Emergency Management Agency, Federal DALLAS COUNTY
Insurance Administration, as amended in FEMA LOMR Case No. 14-06-1947P, effective February 09, 2015, this property is not within 9.) For blocks within the RBN-5 zone with five (5) or more houses fronting the same street, a minimum of 20% and a maximum of 50% of 5/&' IRFC - 5/8" IRFC
Flood Zone AE, vVhich is a special flood hazard area inundated by a 100 -year flood, and is within Zone "X" (shaded) and Zone'lC" the houses shall utilize a 20 foot building line. "J.E. SMITH'° "J.E. SMITH"
NEC OF TRACT I
(unshaded). For the portions this site that are 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 10.) A 5 foot average height metal or wrought iron fence will be installed when lots back to the Denton Creek Lake Park and Westhaven
occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of Creek Park.
the surveyor.
11.) All RBN-5 lots shall have a 22 foot setback to the face of the garage.
5.) No lot to lot drainage will be permitted.
12.) Drainage survey will be required for each lot at final inspection.
J_
48 M Ci 0 13 12 11
ovocv- 0i
1 ALL �
o
i 7
WESTHAVEN 9 8 9
P HAS E 2A x 10 / 50' O.W.
58' R.O.W. N 11 PACE 25.0' 25.0'
vi 12 C�C
GRAPHIC SCALE IN FEET
9 60 0 30 60 120
i_w�
1 " = 60' @ 24X36
10
25.0 33.0 O
50 49 0 0 — — - o — 10 0 Y 11
O ®',V N79°56'54"E to N LOT 8X ( d O EASTHAVEN
v��LG�E 123.94' ioe m (EASTLAKE)
N o OPEN SPACE 1X \ BLOCK D INST. NO. 201400158783
er L8 IRsch 12 O.P.R.DA.C.T.
v 15' SAN. SEWER ESMT �V. 1. _ _. 4'I S�' 0 11 w
3 / o UTILITY ESMT. O IRSC C5 -
N (BY SEPARATE INST. NO. 201500116253, �, ? L� IRsc,L9 IRSC ,1 p O' h
O INSTRUMENT)
N o
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5' —� °
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® �,
_ L6 IRSC.o o= `n
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612
/ �� LOT 50X IRsc o' g W NQ 7,783 SF
V.T. c 33 �� \ `�o° WESTHAVEN
�./ OPEN ' ;n 7,871 SF , ,.� tO 01415 \ \ 20.92' , 9 a
7 �i SPACE N 9°058 N6$ J�2 e $ °��2 , �'- PHASE 2A a
A15 w� ��' 6,199 SF X59 X500 sUP U) 13
LU
s/ I w O/ 2 a.
a cS`
?S o o BLOCK B 2 06,400 SF
45.95' 7 ��,-
32 ,gp \ 0 10'X10' S 750 SF BLOCK D N
?S W ® 6,782 SF °g5 26.72' �a 0 '
/ p• PETER HARMONSON SURVEY �, 9°� o �6`L ,600 d,� y0 25 \T.P.E. °�,��� so COLUMBUS
ABSTRACT NO. 1794 (DALLAS COUNTY) 0 12 , 9.80' le) 00 3 50 ero X59 500 0 _ DRIVE p �'
/ ABSTRACT NO. 604 (DENTON COUNTY) \ \ \ r? 5.99' ♦.♦5°��,�-t'��` 6,106 SF _ 2 00 �`� IRsc N89°54'41 "E 105.00' IRSC
N89°54'41 "E � —
BUFFALO BAYOU, BRAZOS AND \ \ 31 ,29°� `ro 6% 37.81' 67.19' 22.3T 105.00' a
COLORADORAILROAD COOMPA2NY SURVEY \ IRSC 5,760 SF so �59� y0p oo \ 6,325 SF 0 36 b L11314� RSC Ln
ABSTRL5 \ •2g `r0 00. 2,523 SF W ..J p _713f. -
IRS
_
w w \ IRs \ \ �yg°�yop ®0 4 \ \ v cso \ y9°��2°� �' Q L12 V.T. 10' B.L.
5,750 SF O ♦`♦ p,6 p a. IRSC J
30 �2gc� so y \ \ 3 o CO C6 27
�• ° N O ?i 4 N Z o to 6 275 SF
13
14
POINT OF
BEGINNING
O. ' 6,674 SF W
TRF IRSC y ♦�' 5,750 SF s® X59 , 500 7,370 SF N ai Ln M r
�T tNr ItLL3 , IRSC\ ,29'� So 'o® '� O� o, I a. o ao N8905441"E
1 I ��Gjo \ \ cs® ♦`♦5g �5®® OA 5,7 0 SF 5�� �� \ 5 Z M ( X r 5' U.E. 115.00' ZO D
�, , 9 \ e3`O\, 7,929 SF o. � 5 F .E.--•1 �, I~I � V V
° 12� / / js oo \ 0 29 °�'`Z , oo �O \ ,Lr. 11.11' 12.37' 0 26 = ZO
\ �pJ / ♦ 5 25' 10 x10 5,750 SF s0 �59 X500 \ r\� , L• Lon• 1 5,750 SF ~ 2
OPEN SPACE / / / 1 25® \ T.P.E. �,ZgF' so 'oo '� cr �. i i _ -36.79' � V.T. W Q W
\ s0 X59° X500 00. 6 \ ` 12.03' 46 $$ 1 N89°5441 "E �_ U o
LOC F LOT IRSC 5,750 SF \ f- C14
,Z9°� \ iso \ oo '♦ 5,750 SF g„� so N �.. 115.00' o
CITY` OF COPPELL BLOCK N s ® \ 28 �♦°2 , o "o° \ 69 N89054'41"E kn
100 -YEAR FLOOD PLAIN PER shoo ?' ♦J59��5�0 \ \ 5,750 SF ssoo �y9� 500 ted,\ e 3 r'es `ro. C�� STREET
58.48' 25 Z Z Z
I FEMA LOMR CASE No. 14-06-1947P �. \ \ °,��2° o o. \ \ �y V T C20 0 �j 10'x10' 5,750 SF I- F_ 3
STANDARD PACIFIC OF TEXAS, INC. EFFECTIVE DATE: FEB. 09, 2015 \ ,F�' 2 \ so \ 59 00 00. 7 E�� IT P E Q U
5,750 SF �'��'' 5,750 SF s� °� a _ ®-23.48' ��'� N89054'41"E U rY
TRACT II (SEE NOTE No. 4) \.� 2g�G so \ o. \ �� s / isI-
` °�� o 27 ` j ® '� o. -3,B'3 115.00 UJ M
m m
CALLED 50.784 ACRES so ♦,♦50 ,goo \ ® \ \ 5,750 SF so 59 ,�00 LS: X10 ® -I Q Q
o ♦ \ 5o O.W. 24
INST. NO. 2012-91642 OPEN SPACE o. \ \ ,,Lo, ,so 00 c o
O 8 \ N Cn r` 5,750 SF
O.R.DE.C.T. BLOCK , \ 5,7 0 SF \ \ \ s� c♦° 150 5,750 SF ® 12.03 25.0 25.0 I 4
INST. NO. 201200244645 sLO
LOT` X , 9 0 0. f, °
\ �2 \ p ,29 o N89 5441 E
O.P.R.DA.C.T. s g°'� o �o \ 26 O ON 10x10 o ,
�O ♦J5 ���0 \ \ 5,750 SF ^� �O �� �59��y00 T.P.E. \ a — — N89054'41"E 122.82' — 0 1 115.00
I 4 \ \ \ ,��2g o o. 20' U.E 0 1 23
/ 5,750 SF ♦ \ s0 X59° �y00 00 00. 9 \ a� — E _ _ _ _ — N o I 5,750 SF O
r \ 5,750 SF N89°54'41"E 110.93'
�`2 0 kn ,29 0 \ I` 1 �]
1 s® �5g° �5�0 \ \ 5,750 SF OQs 5°�°�� O� O� M eo M N89°54'41"E
oo \ \ 0°v s o. ♦� ,��5 \ BLOCK D o Ln 115.00'
WESTHAVEN, PHASE 1 `\ 5 \ s °��'2 . O �� 10 \ �� LOT 4X N I
OPEN 5,750 SF \ \ �\ X59 �5�0 O. 5,750 SF s Q oQ o M
BLOCK N, LOT I DOC. N0. 2014-239 \ � s o e� Q 22
°-NA gl \ e?o \ \ \ 24 °,��'2°� yv� o '� OPEN �o Ln 5,750 SF
CITY OF COPPELL I D.R.DE.C.T. `so ♦�59500 \ \ 5,750 SF A s® X59 0� \ SPACE Z I 1 N89°54'41"E
NST. NO. 201400158822 �` 6 y���\ \ s 'es: �29� oo �� 11 115.00'
O.P.R.DA.C.T. ` 5,750 SF es \ SOO° O ♦`♦5�,��50® 5,750 SF \ D.i� 1
s g°��Zp00✓�i�Oci® 21
23 °1�� \ �� 5� 25� Lon 5,750 SF
OPEN SPACE o �5 ,��5� \ j� 10'x1a 5,750 SF P er0 �5°� �y00 \ ` y0 _ '
\ BLOCK N, o. 7 � 6, ` \T.P.E. ° ,�29� ao 'oo \ 2 L-19.66 I 1 N89054'41"E
\ V \ c� s0 �. yg � 00 •op, 12 \ \ , 115.00'
LOT 5,750 SF \ \� Od: Oo C3 �'♦y' 5,750 SF Q� CJS I 5� U.E.
°'`�Zo° 22 ON 5.09 20
\ \ O° o �� ♦�� ��5� ` (P �s 5,750 SF °� s0 Sy9 ��5p0 C'8 5.00 «' 110'x10'
5,750 SF
8 \ P -7� �� s P�� �, moo 00. 8.19' N89 5441E ® T.P.E. ° "
5,750 SF � \°s \ ? O \ ��50 O 5,753 SF 44.00 Q N891 001 E
9 o. \ 9.00 O
\ \ \ s 9°,��°200 \ o \\ \ , \ 21 °�,�29, *S1\ x701,, I W
\ s O �5 +�\ �� �� \ 5,750 SF s0 X59 �5 �9 \ V.T. W o 19
`h STANDARD PACIFIC OF TEXAS, INC. j 0, \ \ G \ °� s •o '� \ a- ,0 6,750 SF
\ \ \ TRACT I moo- \ 5,750 SF \ ��2���► so 5°�°�� o �o.� 6, 96 SF � 2.19' °
S �5 , 9 O N89 5441 E
\ \ CALLED 42.997 ACRE. ° s \ J 'o �♦ �2 Lta �,
\ \ \ \\ INST. NO. 2012-91642 so yg°�'�20. ®; \ �� 20 s �y9��6�9 M ? 1 115.00'
\ \ \ \
O.R.DE.C.T. oo ��`�' 5,750 SF s O g 18
\ \ \ INST. N0.201200244645 \ 10 \ \ \ ,��`2 0 0. 15 1
0 5,750 SF
\ `
O.P.R.DA.C.T. 5,750 SF \ SO X59° 500 00. 7,650 SF e� co 50 O.W. o
\ \ \ ,29°�C \ oo; �'� ,,�1 ` I � 25.0' 25.0' 1 N89°54'41 "E
\ \ \ \ OPEN SPACE so 59°,�� O� oo \ 19 X59 ���2 m o 115.00'
\ O \ BLOCK N LOT 2Xo ♦� ,��5 10x10 5,750 SF
\ \ \ CITY OF COPPELL �` 11 \ \ T.P.E. �2g°� s® 'o0 1 14.20' 17
LOT 7, BLOCK 1 \ \ \ \\ \ \ 51750 SF, � `�O \ \ �5 �5� 7,395 SF ° �. 16 R 50.00' co 5,616 SF
ASBURY ESTATES \ °�� o \ 1s s
\ \ s0 5g ®0 \ o. \ �O j / `� 3 �S N89054'41"E
C♦ �j• 5,750 SF G /°�
VOLUME 99234 PAGE 47 \ \ Ld
PRIVATE DRAINAGE AND oo\ �� 12 \ \ \ \ 2g°� �s� / 615 s' Oco ^o S.v 112.00
\ DETENTION EASEMENT s °'�� p O c9 ✓°� so "�• F.
D.R.DA.C.T. �C� \ \ 5,750 SF � s \ 0 �y9'♦�y° / �p IRSC .� 16 LL
(OWNER: CITY OF COPPELL) �� \ \ �, °,��• o, yv`� 000 \ \ 0. 6,275 17 / o�� IRSc 1 ,,h 6,053 SF o
\ `\ \ ♦.♦y� 50 \ 5 \ 6,275 SF / / 6 �Q as _G �, `------� --
/ 2 0. ® o
\ 13 2 0 \ < o g�-iyoo' , g044 or IRSC — S89°54'41 "VV 115.00' IRSC
b \ OPEN SPACE \\ 5,750 SF � \ ♦s \ o i� /'`o ON
OPEN O
� � BLOCK N, �`�' o `\V/ S �
p \\ LOT 4X s0 �5g°Pte` /
BOUNDARY LINE AS DEPICTED\ \
14
AND DESCRIBED IN VOL. 99234, 1 O \ \ 5,750 SF \\ ✓ / ! \
G) 100 YEAR FLOOD PLAIN PER
PG. 47, D.R.D.C.T. I \ M s 90
11.76 Qo\� \ so / FEMA LOMR CASE No. 14-06-1947P
\ 1 O \ o �5 �5� �s; o \ IRSC/ EFFECTIVE DATE: FEB. 09, 2015
o; �� r'' Sc\ / (SEE NOTE No. 4) \\
15 0 / \
'� \ \� 5,779 SF _ ���333 \ - C2 WESTHAVEN, PHASE 1
BOUNDARY LINE AS DESCRIBED \ s O
IN VOL. 97061, PG. 2961, DOC. N®. 2014-239
D.R.D.C.T.
\ IRSc OP INST. NO. 201400158822
I
EN SPACE
\ \ 1t \ \\ A�- 400 / / BLOCK N, LOT 2X O.P.R.DA.C.T.
�Q2 / OPEN SPACE CITY OF COPPELL
/ BLOCK N, / l
\ \ \ ih / LOT 5X /
\ \ `� / / / PRIVATE DRAINAGE AND I
TYPICAL LOT DETAIL \ \ ® ® / / DETENTION EASEMENT
ZONING RBN-5 \ � X \ ®� �/ 1
Y
O 5
m
0
W
0
Z
U)
W
EAS HAVEN
(EA TLAKE)
7 INST. NO. 01400158783
O.P.R.DA.C.T.
n
OPEN SPACE
BLOCK D, LOT 1X
rN
COLUMBUS
DRIVE
1
2
3
4
L1
N35° 11'51 "W
28.24'
a
9
0J
L3
p
10.33'
82.73'
LEWISVILLE
DC
U
a
N30°48'31 "W
COPPELL
O
N40036'36"E
�•
L7
C�
91.56'
L8
N59035,55''W
Z
L9
Y
50.00
7
10
UO
8
a
10
L12
S H
0
L13
N00005,19''W
7
U)
N44 5441,E
m
L15
S60°26'55"E
OPEN SPACE
BLOCK D, LOT 1X
rN
COLUMBUS
DRIVE
1
2
3
4
L1
N35° 11'51 "W
28.24'
L2
S5901 129W
0J
L3
Y
10.33'
82.73'
LEWISVILLE
p
U
a
N30°48'31 "W
COPPELL
O
N40036'36"E
�•
L7
a 2�
91.56'
L8
N59035,55''W
c
L9
N73 52 25, E
50.00
7
10
9
8
I?
TWIN PINE
COURT
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
VICINITY MAP
(NOT TO SCALE)
TOTAL ACREAGE: 12.577 ACRES
DENSITY: 5.327 D.U./ACRE L PAD
OPEN SPACES: 0.513 ACRES
V
J
VISIBILITY TRIANGLE
— — ROW
CURB
45'
STREET
VISIBILITY TRIIANGLE DETAIL
NTS
LINE TABLE
5�
BEARING
LENGTH
L1
N35° 11'51 "W
28.24'
L2
S5901 129W
0J
L3
o
10.33'
82.73'
LEWISVILLE
p
U
a
N30°48'31 "W
COPPELL
L6
N40036'36"E
�•
L7
a 2�
91.56'
L8
N59035,55''W
Z
L9
N73 52 25, E
50.00
�v
ACE
33.70'
L11
I?
35.46
L12
S H
0
L13
N00005,19''W
7
L14
N44 5441,E
14.14,
L15
S60°26'55"E
23.01'
L16
S14°11'29'1N
28.28'
L17
N75°48'31'W
14.14'
L18
N29033'05"E
17.38'
L19
N45005'19'W
14.14'
L20
—7SITEI
14.14'
L21
N44054'41"E
14.14'
CITY
J
14.14'
FL23JN
14 1129,E
CORPORATE PARI,
Andrew Brown
Community Park
DENTON CREEK
Andrew Brown
Community Par
C,Z
w
Qr
o
MISTY HAVEN
COTTONWO
VICINITY MAP
(NOT TO SCALE)
TOTAL ACREAGE: 12.577 ACRES
DENSITY: 5.327 D.U./ACRE L PAD
OPEN SPACES: 0.513 ACRES
V
J
VISIBILITY TRIANGLE
— — ROW
CURB
45'
STREET
VISIBILITY TRIIANGLE DETAIL
NTS
LINE TABLE
NO.
BEARING
LENGTH
L1
N35° 11'51 "W
28.24'
L2
S5901 129W
185.44'
L3
N30048,31',9N
10.33'
82.73'
N59 1129E
L4
50.00
L5
N30°48'31 "W
16.12'
L6
N40036'36"E
13.25'
L7
N75°24'19"E
91.56'
L8
N59035,55''W
14.14'
L9
N73 52 25, E
50.00
L10
N12038'4-'VW44.77'
33.70'
L11
S00 0519,E
35.46
L12
N89°54'41"E
50.00'
L13
N00005,19''W
9.00'
L14
N44 5441,E
14.14,
L15
S60°26'55"E
23.01'
L16
S14°11'29'1N
28.28'
L17
N75°48'31'W
14.14'
L18
N29033'05"E
17.38'
L19
N45005'19'W
14.14'
L20
S75°48'31"E
14.14'
L21
N44054'41"E
14.14'
L22
6145 05'19''W
14.14'
FL23JN
14 1129,E
14.14
STHAVEN, PHASE 2B
12.577 ACRES
ICK D LOTS 3-9,3X & 4X
BLOCK E LOTS 1-33
BLOCK F LOTS 1-27
67 RESIDENTIAL LOTS - 8.827 ACRES
2 OPEN SPACE LOTS - 0.513 ACRES
PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS COUNTY),
ABSTRACT NO. 604 (DENTON COUNTY) &
B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772
CITY OF COPPELL
DALLAS COUNTY, TEXAS
CURVE TABLE
NO. DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C1 30°13'51"
50.00'
26.38'
N69°55'04'E
26.08'
C2 94°47'54"
50.00'
82.73'
N80044'55"E
73.61'
C3 9053'30"
350.00'
60.42'
N25051;46''W
60.35'
C4 12005'07"525.00
110.74'
N83 05 48' E
110.53,
C5 1023'27"
450.00'
10.92'
S15025'52"E
10.92'
C6 38037'19"
50.00'
33.70'
N3502929"E
33.07'
C7 46053'08"
50.00'
40.92'
S28024'34"E
39.78'
C8 59016'48"
44.00'
45.52'
S60026'55"E
43.52'
C9 16012'50"
425.00'
120.27'
S22042'06'E
119.87'
C10 30°43'12"
200.00'
107.23'
N74033'05"E
105.95'
C11 90°00'00"
14.00'
21.99'
N440-54'41 "E
19.80'
REQUESTED VARIANCES TO CHAPTER 13 OF THE
SUBDIVISION ORDINANCE OF THE CODE OF ORDINANCES
1. STREET CENTERLINE RADIUS MAY BE LESS THAN 200 FEET ON JOHNS
AVENUE AT WINGATE ROAD.
2. STREET CENTERLINE OFFSETS LESS THAN 125 FEET ARE ALLOWED AT
THE INTERSECTION OF HUNTINGDON STREET AND JOHNS AVENUE
WITH EVERGREEN DRIVE.
3. STREET INTERSECTION CURB RETURN RADIUS SHALL BE 20 FEET.
4. ALL SIDEWALKS WITHIN STREET RIGHT-OF-WAY SHALL BE 5 FEET WIDE.
5. RBN-5 LOTS WILL BE FRONT ENTRY.
c_
6
n
9
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DALLAS §
WHEREAS, STANDARD PACIFIC HOMES OF TEXAS, INC., is the sole owner of a tract of land situated in the Peter Harmonson
Survey, Abstract No. 1794 (Dallas County), Abstract No. 604 (Denton County), and the Buffalo Bayou, Brazos and Colorado Railroad
Company Survey, Abstract No. 1772, in the City of Coppell, Dallas County and Denton County, Texas, and being a portion of Tract I,
called 42.997 acres and a portion of Tract II, called 50.784 acres, conveyed to Standard Pacific of Texas, Inc., as evidenced in a
Special Warranty Deed, recorded in Instrument No. 201200244645 of the Official Public Records of Dallas County, Texas
(O.P.R.DA.C.T.) and also recorded in Instrument No. 2012-91642 of the Official Records of Denton County, Texas (O.R.DE.C.T.),
and being more particularly described by metes and bounds as follows:
COMMENCING 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), an addition to the City of Coppell, Texas, according to the Final Plat thereof recorded in
Instrument No. 201400158786, 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 00005'20" 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 "KHN" set for corner at the POINT OF BEGINNING;
THENCE South 00005'20" East, continuing along the east line of said Tract I and the common west line of said Easthaven (Eastlake),
a distance of 605.00 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 Tract II, the following twenty-six (26) courses:
1. South 89054'41" West, a distance of 115.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
2. North 35°11'51" West, a distance of 28.24 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;
3. Southwesterly along said non -tangent curve to the right through a central angle of 30013'51 ", a radius of 50.00 feet, a chord
bearing of South 69055'04" West, a chord distance of 26.08 feet, and an arc length of 26.38 feet to a 5/8 inch iron rod with red
plastic cap stamped "KHA" set for corner at the end of said curve;
4. South 59011'29" West, a distance of 185.44 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;
5. Southwesterly along said non -tangent curve to the right through a central angle of 94°47'54", a radius of 50.00 feet, a chord
bearing of South 80044'55" West, a chord distance of 73.61 feet, and an arc length of 82.73 feet to a 5/8 inch iron rod with red
plastic cap stamped "KHA" set for corner at the end of said curve;
6. South 5901129" West, a distance of 113.33 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
7. North 30°48'31" West, a distance of 751.50 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
8. North 59011'29" East, a distance of 115.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
OWNER'S DEDICATION
STATE OF TEXAS §
COUNTY OF 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 2B, an addition to the City of Coppell, Texas and does hereby
dedicate, in fee simple to the public use forever the streets shown thereon. The easements shown thereon
are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the
public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for
each particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of
the property owner. No buildings, fences, trees, shrubs, or other improvements or growths shall be.
constructed, reconstructed or placed upon, over or across the easements shown. Said easements being
hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same.
All and any public utility shall have the right to remove and keep removed all or parts of any buildings,
fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the
construction, maintenance or efficiency of its respective right or ingress or egress to or from and upon the
said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding
to or removing all or parts of its respective systems without the necessity at any time of procuring the
permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the
purpose of reading meters and any maintenance or service required or ordinarily performed by the utility).
Water main and waste water easements shall also include additional areas of working space for construction
and maintenance or the systems. Additional easement area is also conveyed for installation and
maintenance of manholes, cleanouts, fire hydrants, water services and waste water services from the main
to the curb or pavement line, and description of such additional easements herein granted shall be
determined by their location as installed.
This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell,
Texas.
Witness my hand this the day of , 2015.
BY: STANDARD PACIFIC HOMES OF TEXAS, INC.,
By:
Name and Title
9. North 30°48'31" West, a distance of 10.33 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
10. North 5901129" East, a distance of 50.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner; STATE OF TEXAS §
11. North 3004831" West, a distance of 22.11 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 21042'02", a radius of 350.00 feet, a chord bearing and
distance of North 19057'30" West, 131.77 feet;
12. In a northwesterly direction, with said curve to the right, 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;
13. North 4003636" East, 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 13044'02", a radius of 525.00 feet, a chord bearing and
distance of North 82016'20" East, 125.54 feet;
14. In a northeasterly direction, with said curve to the left, 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. North 75024'19" East, a distance of 91.56 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA' set for corner;
16. South 59035'55" East, a distance of 14.14 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 1'23'27", a radius of 450.00 feet, a chord bearing and
distance of South 15025'52" East, 10.92 feet;
17. In a southeasterly direction, with said curve to the left, an arc distance of 10.92 feet to a 5/8 inch iron rod with red plastic cap
stamped "KHA" set for corner at the end of said curve;
18. North 73052'25" East, a distance of 50.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
19. North 79056'54" East, a distance of 123.94 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
20. South 12°38'44" East, a distance of 44.77 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
21. South 30°48'31" East, a distance of 155.93 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
22. North 89°54'41" East, a distance of 127.37 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA' set for corner;
23. South 0005'19" East, a distance of 35.46 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
24. North 89°54'41" East, a distance of 50.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
25. North 0005'19" West, a distance of 9.00 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner;
26. North 44°54'41" East, a distance of 14.14 feet to the POINT OF BEGINNING and containing 12.577 acres (547,834 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.
COUNTY OF DALLAS §
BEFORE ME, the undersigned 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 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 , 2015.
Notary Public in and for the State of Texas
Approved and accepted by:
ONCOR: Large -Scale Residential and Commercial Projects
ATMOS ENERGY
VERIZON
TIME WARNER
Date of Approval
Date of Approval
Date of Approval
Date of Approval
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 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 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 , 2015.
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 §
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 , 2015.
Notary Public in and for the State of Texas
Floodplain Development Permit Application No. has been filed with the City of Coppell
Floodplain Administrator on
Floodplain Administrator Date
The undersigned, the City Secretary of Coppell, Texas, hereby certifies that the foregoing Plat of
WESTHAVEN, PHASE 2B, an addition to the City of Coppell was submitted to the City Council on the
day of , 2015, and the Council, by formal action, then and there
accepted the dedication of streets, alleys, parks, easements, public places, and water and sewer lines, as
shown and set forth in and upon said plat, and said Council further authorized the Mayor to note the
acceptance thereof by signing her name as herein above subscribed.
WITNESS MY HAND, this day of , 2015.
City Secretary,
City of Coppell, Texas
Approved and Accepted:
Mayor
City of Coppell, Texas
Recommended for Approval:
Chairman, Planning and Zoning Commission
FINAL PLAT
WESTHAVEN, PHASE 213
12.577 ACRES
BLOCK D LOTS 3-9,3X & 4X
BLOCK E LOTS 1-33
BLOCK F LOTS 1-27
Date
Date
67 RESIDENTIAL LOTS - 8.827 ACRES
2 OPEN SPACE LOTS - 0.513 ACRES
PETER HARMONSON SURVEY, ABSTRACT NO. 1794 (DALLAS COUNTY),
ABSTRACT NO. 604 (DENTON COUNTY) &
B. B. B. & C. RR. CO. SURVEY, ABSTRACT NO. 1772
CITY OF COPPELL
DALLAS COUNTY, TEXAS
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