Final Plat filed at County 01/04/17W.M.E.
F.M.E.
U.E.
M.F.F.
T.P.E.
V.T.
D.R.DA.C.T.
D.R.DE.C.T.
O.P.R.DA.C.T.
O.R.DE.C.T.
NOTES: I .
6.) The City of Coppell will not have responsibility for maintenance of the floodway/floodplain area as shown hereon. The maintenance for
1 Alld h /8" ' od 'th d I ti t d "KHA" i th rwise noted these areas shall be the sole responsibility of the Homeowners' Association. These areas are to remain free of improvements that may
.) comers set are monumente wlt a 5 Iron r wl re pas c cap s ampe , un ess o e
obstruct the flow 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 a \ DENTON COUNTY
4.) According to Map No. 48113C0135J, dated August 23, 2001 and Map No. 48113C0135K, dated July 7, 2014 of the National Flood issued for a non -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 LOMB 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 5i8" IRFC 5/8" IRFC "
Flood Zone AE, which is a special flood hazard area inundated by a 100 -year flood, and is within Zone "X" (shaded) and Zone "X" the houses shall utilize a 20 foot building line. "J.E. SMITH" �.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.
I
19 s 48 I PLM 13 12 11
G O
I e`O� N 0
21 £ py^�gy
' I 7
22
WESTHAVEN 9 8 1 9
P HAS E 2A x 10 0 OPEN 50' O.W.
OPEN 58R.O.W. X 11 0 to SPACE 25.0' 25.0' a
SPACE 25.0' 33.0' � 12 N 10 Y
` / I 50 49 O obi O
/ BLOCKIB, LOT 1X ( O �N DRw N79°56'54"E `� N LOT 8X W
123.94'
OPEN SPACE 1 X \ BLOCK D
4
L8 IRSC �
v 15N. SEWER ESMT V.T.
' SA�,
/ o UTILITY ESMT. IRSC C5
8 N (BY SEPARATE INST. NO. 201500116253, �`z L7 IRSC L9 IRSC --- • �, p O' ry'
tri
p INSTRUMENT) _O.P.R.DA.C.T. o_ '3,- E• O o
5 — — 9 6 5 F N1. h o
��—� — — — — — — — — — — — i �'� 8 `' V.T. ` IRSC ->7 9 44.77' IRSC ti o
L6 IRSC C4 �tles 1Q 11 o 7,527 SF
1 110.7 4 15.11 1 �s \ 1 so 12
® c3� < N 1
6 / / IRSC '_i-10' 8 �- '�� l N
7,783 SF Co \ �6`L �6° `o, �
LOT 50X , V.T. 33 \ \ �,� U2 WESTHAVEN
OPEN
� � m 7,871 SF 00 CP
� N6�°a�5a2 �o � \ 20.92' s °,�,�29P`� �wl PHASE 2A a
7 / ��/ ( SPACE 1 ` N �, N69 N�5 \ w , v�' 6,199 SF y9 0o j, CO
Z 13
�I/ < X23 • `� 5 �'�`'' so
\ o w
/ / I2 a
BLOCK B \ N 2 �6, Ocs O
0
?So \ 45.95' c'�. 6,400 SF ,°� \ O� 7 tP. X
\ 0, o n 32 ,3AB \a O• 10'x10' 5,750 SF BLOCK D N COLUMBUS
ER HARMONSON SURVEY \
La 6,782 SF ,,� �o X62°3600 26.72 y� Zy0 \T,P.E °�9� `so ,o
\ 0. PET \ o °2°� 9.80' °o- 11 6 `ro 5°� 00 0 _ DRIVE N
\ / / ABSTRACT NO. 1794 (DALLAS COUNTY) \ \ 9°11 �� 0 3 25 .o ,��5• ° , „ O
\ / / ABSTRACT NO. 604 (DENTON COUNTY) \ 5.99 �� 111. Q 6,106 SF _ 0 IRSC N89'54'41 E 105.00 IRsc N89 54 41 E c
I BUFFALO BAYOU, BRAZOS AND \ —� \ 31 ,�ti9`� so 6 37.81' 67.19' 22.3T 105.00' to N
COLORADO RAILROAD COMPANY SURVEY \ \ 5,760 SF g°'� p °o. 6,325 SF o0 yA� I L14 Rbc IRSG
IRSC �''
I ABSTRACT NO. 1772 L5 \ ,29°�G ��y0 \ ` \s eZo°`�G 1� 36 2,523 SF U L13
w cr \ \ IRs \ \ �9°�yo0®0 4 \ \ v o` 39°�' , Oa. IRSC
12 V.T. 10 B.L.
5,50 SF 0 \ R6 0 27
, 9� s0 "r \ 10• 3 o to c am
G� o\ 2 2 Zv Lci o 6 275 SF
E
K11
12
13
14
EASTHAVEN
(EASTLAKE)
INST. NO. 201400158783
O.P.R.DA.C.T.
POINT OF
BEGINNING
O, 30 °11 O 4 N 6,674 SF Z d o
\ s�'� O IRSC y�`G 5,750 SF S® �y9 1500 O. 7,370 SF N Wfl } 1
\ Fel` _ _ N L3 IRsc\ °��� `ro 00 '� Oj 'i7 \ cO ct N89°5441"E Z Z
°1120 ° 5 �' G 5 '� N Z I ®X � 115.00' z D
5,750 SF 5J• \ ifl W 5 U.E. > U U
�Zgt� \ so \ ZG \ 7,929 SF O. 4z 5 F.M.E.-� sh o I CO) Z
29 °�� o �o \ 11.11 12.37 0 26 0
y® 10'X10' 5,750 SF s 59 00 ° s I I
dj 2 a°� O 115 \ \ a \� 5' ge �n 5,750 SF CO) � Z 2
/ 0� \ T.P.E. X20 s® 'op ��. i -36.79 V.T. ° " W -CL W
OPEN SPACE 1 \ `� \ s® �yg°1y®O °o- 6 \ y12.03' , 46.68 �. I N89 54 41 E j r- o
IRSC 5,750 SF ��� \ •O® �'� 5,750 SF s 3.. 115.00'�„� cfl
BLOCK N, LOT 2X , 9 0 , o o s \ 9
\ 28 2 6 N89°54'41 "E � � `'
CITY OF COPPELL BLOCK N so c,9°�`� 0� ®� \ \ \ 5,750 SF s 3g°'�`� ®o 'oo Oo 3 �0 - o 0 O
100 -YEAR FLOOD PLAIN PER oo ?�� 116 \ \ 9� s o 115 \ so �s o C STB. 58.48 25 z z Z
I FEMA LOMR CASE No. 14-06-1947P \ ` �. \ 12 0 0. \ ' V.T. �0 0. �l 10°X10' 5,750 SF 3
is 2 \ �` \ 9°1, 6 °o. 7 c�` O rGo� IT.P.E. ° " g
STANDARD PACIFIC OF TEXAS INC EFFECTIVE DATE: FEB. 09, 2015 \ , � • \ �5 1- 5 750 SF s� °°�G o —23 48' ' I N89 54 41 E U
I (SEE NOTE No. 4) �'3 5,750 SF , 9.� s0 \ oo� \ ,29�� so °�°v`��� a® 93.83,_ 115.00' m
TRACT I I s 9°112 \ o® \ \ 27 9°�'� o �s 'oo °� 03 I a
CALLED 50.784 ACRES o �5 1yo \ 5,750 SF 10 �5 5� �' o
INST. N0.2012-91642 °o\ 3 e \ \ �°� s o '�'` 6' c 5o O.W. 0 24
OPEN SPACEco 6
O.R.DE.C.T. gLpCl{ j�j \ \ \°�5 0 ° o 5,750 5 F \ 12.03' m � 25.0' 25.0' � 5,750 SF
: 5,750 SF \
�' °o- LO
I °� �` r'-, N89°54'41 "E
INST. NO. 201200244645 - . g
LOT SX \ °112 , o \ \ 26 ® °1129, 10'x10' o 115.00'
O.P.R.DA.C.T. s� X39115®0 \ 5,750 SF so �� �y911y®0 T.P.E. \ \ — — N89_54'41"E 122.82_ — o I _I 1 Y
o \ \ \ •2°�' so °o va o 0 23
4 9 0 O o- - 20 U.E. o o O
/ \ 5,750 SF ♦ \ Q �y ° 15�, O 9 \ �� — — — — — N - 0 1 5,750 SF
5,750 SF -J
�� t \ \ \ 00 25 s N89°54'41 "E 110.93' o Cn m
\' ° `29` ®O- \ �%A 0- °X29, o \ o M I N89054'41 "E
5,750 SF P. •o �y9 15 0 BLOCK D o C! cn 115.00'
0, O-
WESTHAVEN PHASE 1 \ 5 \ \s °1�20� soo'� 10 \ \ a LOT 4X N C4 o J
OPEN SPACE 5,750 SF \ \ p \ �5911y0 0 5,750 SF 1� �Q d' o m 22
DOC. N0.2014-239 9°� so o , 9°� �o �Q to � 5,750 SF
BLOCK N, LOT 2X I \ °1�2 , •o \ \ 24 2 , v OPEN °
CITY OF COPPELL D.R.DE.C.T. s® X5911500 \ ° \ \ \ 5,750 SF ,°� s0 �5°�� 300 3 \ SPACE Z N89°54'41 "E
1 INST. NO. 201400158822 ®� 6 , v \ \ �s 0 A� so °� 11 I 115.00
\ 5,750 SF 5 \ �c�®° X00 `J�j9��y00 O. 5,750 SF \ �' o
\ O.P.R.DA.C.T. \ ,Zg�� so e� � o , o� \ s0 0 0
\ 9°,�'� O •O® 21
Off' 23 9°,�'�Z O 0o tj0 ZO' 5,750 SF
\
101x1y0' 5,750 SF
@� OPEN SPACE \T.P.E. �Zy0 L=19.66' I
N 89°54 41
"E
BLOCK N, 7 ° 12 115.00
5,750 SF 00 5,750 SF 5U.E.
LOT4Xa,O
°1'�`L9. '�= o .�. 22 °1129 ° `��= 0 20
I \ 2v� s0 X39 1 00 O. s0 Sy9 500 L, 5.00
5,750 SF L0 I , 5,750 SF
s
V -o N89054'41 "E 10X10
\'9 (P �?\ °112 , o 0 8.19' O T.P.E. N89054-41 -E
\ \ \ \ 5, 50 SF \. \ �>`' so \ �y9 15 0 O 5, 51 SF \ 44.00 Q 115.00'
\ Zg`� 's, \ es 01,
21 ON
9.00 0 I
\ 5,750 SF So �y9 GJ �9 '� \ V.T. LU o 19
\ \ \ \ STANDARD PACIFIC OF TEXAS, INC. '� o. '`��'• 9 \ '` �- ID 5,750 SF
\ \ \ �� d'� s g°�'�Z� moo.° x,296 SF 2.19' I
\ 14
TRACT I o. \ Z �, 0 5 0 Q
\ I \ \ CALLED 42.997 ACRES 5,750 SF �� \s \ J o 115' 129 C� N89°54'41 "E
\ .29 O o, g°'� g ;'' Z 115.00'
\ \ \ INST. NO. 2012-91642 s y9°�'� oo °o- \ \ 20 s c�`' ,�o,6�'
O
\ \ \ \ \ \\ O.R.DE.C.T. °o; '���' \ \ \ �5,750 SF ,°� so °o. 15 I 50� o.w. o C
�2918
5,750 SF
® \ INST. NO. 201200244645 10 °
�, 0 0
\ \ \ \ \ O.P.R.DA.C.T. 5,750 SF \ O �y9 1yo O- 7,650 SF ` 9P� I ao
\ \ \ 12g°� \ �o \ °°� 19 �g°�`� �2 m 25.0 25.0 N89054'41 "E
Lo
\ OPEN SPACE 0
1 o- �'� � ( 115.00
\ \ \ \\ �o- X5911500 \ \ 10'X10' 5,750 SF °°� s`oo
BLOCK h!, LOT ZX
® \ o� 11 \ T.P.E. 14.20'
°112�� o o �, 17
\ \
401,
\ \ CIOF COPPELL \ 5 750 SF \ \ \ s \ �yg yoo 16 R::50.00'
LOT 7, BLOCK 1 \ \ \ 9°�G d`O \ moo, \ �� 7,395 SF ��,. / 5,616 SF
ASBURY ESTATES \\ C%J � \ °112 ° \ '°o- \ \ 18 s 10 / Sys N89054'41"E
\ \ so �y0 1300 5,750 SF s G /°� 112.00'
VOLUME 99234, PAGE 47 \� \ PRIVATE DRAINAGE AND oo \ \\ \ °1129�� ss i9rO�3 s0- J� V� �S'vF w
\ DETENTION EASEMENT \ 12 so y9 yo0 °o. as °�`' 16 LL
D. R. DA. C.T. <� \ 5,750 SF \ ° / IRSC
•°� s O- � p h 6,053 SF to
CITY OF COPPELL) 1 °29 .v�• o \ \ 17 IRsc '� 'n
( \ p �y9°1�o6 5 °� \ 0. . \ �� 6,275 SF / / p,6 as Ci1 �j — — — — —�— — —
0 C3.
Q W° ��,y o / ,,x•1260 ®Po I c • - S89°5441 "W 115.00' IRSC
1 DD \ OPEN SPACE \\ 5,750 SF 9� \ ``s0 \ °O. /
N °2 �/,� e�
1 \ BLOCK \ °�'� 'o \ -
1 o \ LOT 4X s® �y9115o0
\)01114 01. 5 —
BOUNDARY LINE AS DEPICTED \ to \ `\ 5,750 SF\ / \
AND DESCRIBED IN VOL. 99234, \ 1 \ .�� \ / 100 -YEAR FLOOD PLAIN PER \
O \ °1129 11.75, 7P C� \ so / FEMA LOMR CASE No. 14-06-1947P \
PG. 47, D.R.D.C.T. \ \ 1 O \\ so �g9
IRSC / EFFECTIVE DATE: FEB. 09, 2015 \
'- RSq / (SEE NOTE No. 4) \
15 F
\ 1 m \ 5,779 SF _ X33 \ C2 WESTHAVEN, PHASE 1
BOUNDARY LINE AS DESCRIBED \ \ 's° / / X29 / DOC. NO. 2014-239 1
IN VOL. 97061, PG. 29610�°�'� �_,� / D.R.DE.C.T. I
D. R. D.C.T. I 1 \ IRSC ��``' / / INST. NO. 201400158822
1 1 \\ �� // / BLOCK N, LOT 2X O.P.R.DA.C.T.
OPEN SPACE ® CITY OF COPPELL
BLOCK N, /
/ LOTSX / �
PRIVATE DRAINAGE AND
DETENTION EASEMENT
TYPICAL LOT DETAIL
ZONING RBN-5
4
D
n
W
0
Z
O
It
EAS HAVEN
(EA TLAKE)
INST. NO. 01400158783
O.P.R.DA.C.T.
2
3
4
L1
N35011'51"W
0
®
O
J
L3
Y
10.33'
150.00'
LEVASVILLE
IT
15' B.L.
TI
N30048'31"W
COPPELL
L6
-i
m
L7
0
91.56'
w
Imo
0
� o
(Jl
.4 F-
o I-
0�
a m
Ui 0
J =
I
is) J inl
Ic"
r J
I
10
15' B.L.
S A/
0
50.00'
N00005'19'W
9.00'
STREET
N44°54'41 "E
m
9 YA�SS
S60026'55"E
1 o \ LOT 4X s® �y9115o0
\)01114 01. 5 —
BOUNDARY LINE AS DEPICTED \ to \ `\ 5,750 SF\ / \
AND DESCRIBED IN VOL. 99234, \ 1 \ .�� \ / 100 -YEAR FLOOD PLAIN PER \
O \ °1129 11.75, 7P C� \ so / FEMA LOMR CASE No. 14-06-1947P \
PG. 47, D.R.D.C.T. \ \ 1 O \\ so �g9
IRSC / EFFECTIVE DATE: FEB. 09, 2015 \
'- RSq / (SEE NOTE No. 4) \
15 F
\ 1 m \ 5,779 SF _ X33 \ C2 WESTHAVEN, PHASE 1
BOUNDARY LINE AS DESCRIBED \ \ 's° / / X29 / DOC. NO. 2014-239 1
IN VOL. 97061, PG. 29610�°�'� �_,� / D.R.DE.C.T. I
D. R. D.C.T. I 1 \ IRSC ��``' / / INST. NO. 201400158822
1 1 \\ �� // / BLOCK N, LOT 2X O.P.R.DA.C.T.
OPEN SPACE ® CITY OF COPPELL
BLOCK N, /
/ LOTSX / �
PRIVATE DRAINAGE AND
DETENTION EASEMENT
TYPICAL LOT DETAIL
ZONING RBN-5
4
D
n
W
0
Z
O
It
EAS HAVEN
(EA TLAKE)
INST. NO. 01400158783
O.P.R.DA.C.T.
OPEN SPACE
BLOCK D, LOT 1X
rs,
0
f!
GRAPHIC SCALE IN FEET
60 0 30 60 120
1" = 60' @ 24X36
COLUMBUS
DRIVE
1
2
3
4
L1
N35011'51"W
28.24'
a
90
0J
L3
Y
10.33'
L4
LEVASVILLE
W
V
N30048'31"W
COPPELL
L6
a
5.
L7
0
91.56'
w
N59035'55"W
Z
L9
N73052'25"E
50.00'
7
10
9
8
a
10
0
S A/
0
L13
N00005'19'W
9.00'
L14
N44°54'41 "E
m
9 YA�SS
S60026'55"E
OPEN SPACE
BLOCK D, LOT 1X
rs,
0
f!
GRAPHIC SCALE IN FEET
60 0 30 60 120
1" = 60' @ 24X36
COLUMBUS
DRIVE
1
2
3
4
L1
N35011'51"W
28.24'
L2
S5901 1'29"W
0J
L3
Y
10.33'
L4
LEVASVILLE
U
V
N30048'31"W
COPPELL
L6
a
5.
L7
as �o
91.56'
L8
N59035'55"W
m
L9
N73052'25"E
50.00'
7
10
9
8
�
TWIN PINE
COURT
OWNERIAPPLICANT:
CalAtlantic Homes of Texas, Inc.
2600 Network Blvd., Suite 600
Frisco, Texas, 75034
Phone No.: (469) 731-3100
Contact: Chip Boyd
VICINITYMAP
(NOT TO SCALE
TOTAL ACREAGE: 12.577 ACRES PAD
DENSITY: 5.327 D.U./ACRE
OPEN SPACES: 0.513 ACRES
L
-U-) VISIBILITY TRIANGLE
— ROW
CURB
45'
STREET
VISIBILITY TRIANGLE DETAIL
rrrs
LINE TABLE
5�
BEARING
LENGTH
L1
N35011'51"W
28.24'
L2
S5901 1'29"W
0J
L3
o
10.33'
L4
LEVASVILLE
p
V
N30048'31"W
COPPELL
L6
a
5.
L7
as �o
91.56'
L8
N59035'55"W
Z �Zv
L9
N73052'25"E
50.00'
Z
ACE
44.77'
L11
�
35.46'
L12
S A/
0
L13
N00005'19'W
9.00'
L14
N44°54'41 "E
14.14'
9 YA�SS
S60026'55"E
ti's
L16
S14°11'29"W
28.28'
L17
N75048'31 "W
14.14'
L18
N29033'05"E
17.38'
L19
N45005'19"W
14.14'
L20
—7SITE1
14.14'
L21
N44°54'41 "E
14.14'
Circ
N45005'19"W
14.14'
"L23N
1401 1'29"E
CORPORATE PAR
Andrew Brown
Community Park
DENTON CREEK
Andrew Brown
Community Par
G,Z
�
P
CL.
MISTY HAVEN
0
COTTONWO
VICINITYMAP
(NOT TO SCALE
TOTAL ACREAGE: 12.577 ACRES PAD
DENSITY: 5.327 D.U./ACRE
OPEN SPACES: 0.513 ACRES
L
-U-) VISIBILITY TRIANGLE
— ROW
CURB
45'
STREET
VISIBILITY TRIANGLE DETAIL
rrrs
LINE TABLE
NO.
BEARING
LENGTH
L1
N35011'51"W
28.24'
L2
S5901 1'29"W
185.44'
L3
N30°48'31"W
10.33'
L4
N59°11'29"E
50.00'
L5
N30048'31"W
16.12'
L6
N40036'36"E
13.25'
L7
N75024'19"E
91.56'
L8
N59035'55"W
14.14'
L9
N73052'25"E
50.00'
L10
N1203844"V1l
44.77'
L11
S00005'1 9"E
35.46'
L12
N89054'41"E
50.00'
L13
N00005'19'W
9.00'
L14
N44°54'41 "E
14.14'
L15
S60026'55"E
23.01'
L16
S14°11'29"W
28.28'
L17
N75048'31 "W
14.14'
L18
N29033'05"E
17.38'
L19
N45005'19"W
14.14'
L20
S75°48'31 "E
14.14'
L21
N44°54'41 "E
14.14'
L22
N45005'19"W
14.14'
"L23N
1401 1'29"E
14.14'
FINAL PLAT
STHAVEN, PHASE 2B
12.577 ACRES
)CK D LOTS 3-91 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
30013'51"
50.00'
26.38'
N69055'04"E
26.08'
C2
94047'54"
50.00'
82.73'
N8004455"E
73.61'
C3
9053'30"
350.00'
60.42'
N25°51'46"W
60.35'
C4
12005'07"
525.00'
110.74'
N83o05�48"E
110.53'
C5
1023'27"
450.00
10.92
S15 25 52 E
10.92
C6
38037'19"
50.00'
33.70'
N35029'29"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
30043'12"
200.00'
107.23'
N74033'05"E
105.95'
C11
90000'00"
14.00'
21.99'
N44054'41"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.
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DALLAS §
WHEREAS, CALATLANTIC 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. (now known as
CalAtlantic Homes, 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 comer also being in the south right-of-way line of State Highway 121 Bypass, a
variable width right-of-way;
THENCE South 0000520" East, along the east line of said Tract I and the common west line of said Easthaven (Eastlake), a distance
of 747.64 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for corner at the POINT OF BEGINNING;
THENCE South 0000520" 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 11, the following twenty-six (26) courses:
1. South 89°54'41" 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 30°13'51'°, 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 5901129" West, a distance of 185.44 feet to a 5/8 inch iron rod with red plastic cap stamped "KHA" set for comer 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 94047'54", a radius of 50.00 feet, a chord
bearing of South 8004455" 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;
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;
11. North 30°48'31" 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 21 °42'02", 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 comer at the end of said curve;
13. North 40°36'36" 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 13°44'02°', a radius of 525.00 feet, a chord bearing and
distance of North 82°16'20" 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 59°35'55" 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 °2327", 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 0°05'19" 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.
STATE OF TEXAS §
COUNTY OF DALLAS §
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That, CALATLANTIC 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
feesimple 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 m hand this the da of 2 1
y y 0 6.
BY: CALATLANTIC HOMES OF TEXAS, INCA, a Delaware corporation
�
STATE OF TEXAS
COUNTY OF DALLAS
- VICE PRE6IDENT OF LAND DEVELOPEMENT
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally
appeared Chip G. Boyd, 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 (372 2016.
ok k�2 4V
- 1 L&V
Notary Public in athd for the State of Texas
♦Q # '¢�¢� CHRISTY FOSTER
Ra$ii ,a.r, eA
,a a= Nott ry Public, State of Testas
COMM, M, X OOS 08.23.2020
N!et� iO 126627436
loll
I, MARK HARRIS, verify that all franchised utilities have each been contacted and provided a copy of
the plat and development proposal and all franchised utility easements and/or abandonments are
currently shown.
Mark E. Harris, Profe sional Engineer No. 97242
KIMLEY-HORN AND ASSOCIATES, INC.
12750 Merit Drive
Suite 1000
Dallas, Texas 75251
972-770-1300
Fax 972-335-3779
STATE OF TEXAS §
COUNTY OF §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally
appeared Mark E. Harris, 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 u 0Mb ,
2016.
JESSICA WALT.
Notary Public, stag of Texas
PN, Q : Comm. Expires 03-22-2019
s���FOF��}°`` Notary lid 126048141
Notary Public i d for the State of Texas
Conformed Copy
Official Public Records
John F. Warren, County Clerk
Dallas County, TEXAS
01/04/2017 09:01:02 AM
$89.00
v
201700001401
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 ofer-,te , 2016.
�E OF T
��P��o\STEREO 95,
Micha6l B. Marx, Regi tered Professional Land Surveyor #5181
KIMLEY HORN AND ASSOCIATES, INC. e •
5750 Genesis Court, MICHAEL B. MARX
eeeeeeeeeeeeeeeeeeseee
Suite 200 51 s1
Frisco, Texas 75034 �q,�•°:
972-335-3580
® SUR�JE
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
Notary Public in and for the State of Texas
�tpRY a�e��c GIANNA FILIZOLA DE SENA
Notary Public, State of Texas
Comm. Expires 11-21-2020
Af Id,PS Notary ID 126733000
Floodplain Development Permit Application No. has been filed with the City of Coppell
Floodplain Administrator on %").-16 , 20 t Z -
Floodplain
C.%,%-1
Date
The undersigned, the City Secretary of Coppell, Texas, hereby certifies that the foregoing Plat of
WES HAVEN, PHA 2B, an addition to the City of Coppell was submitted to the City Council on the
WA
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 Qday of , 20
4
Ci ecretary,
City of Coppell, Texas
vny VI vvp►Ndu, I Vnc+O
for Approval:
Chairman, Planning and Zoning Commission Date
FINAL PLAT
WESTHAVEN, PHASE 2B
12.577 ACRES
BLOCK 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
■
OWNER/APPLICANT:
CalAtlantic Homes of Texas, Inc. KI Horn
2600 Network Blvd., Suite 600 5750 Genesis Court, Suite 200 Tel. No.
Frisco, Texas, 75034 (972) 335-3580
Phone No.: (469) 731-3100 Frisco, Texas 75034 FIRM# 10193822 Fax No. (972) 335-3779
Contact: Chip Boyd Scale Drawn by Checked by Date Project No. I Sheet No.
N/A I JTD 1 KHA 1 OCT. 2016 1 064447702 1 2 OF 2
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