HomeMy WebLinkAboutOrd 657-2014 SUP West Crossing and Willow Creek Addition.pdfCITY OF ANNA, TEXAS
ORDINANCE NO. 657-2014
(Special Use Permit)
Part of West Crossing PH 1, 2, 3 & Future Sections
And part of the Willow Creek Addition
AN ORDINANCE OF THE CITY OF ANNA, TEXAS AMENDING THE CITY'S
COMPREHENSIVE PLAN, ZONING MAP, AND ZONING ORDINANCE AND
APPROVING A SPECIFIC USE PERMIT ON CERTAIN PROPERTIES AS
DESCRIBED HEREIN; PROVIDING FOR SAVINGS, REPEALING AND
SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; PROVIDING
FOR A PENALTY CLAUSE NOT TO EXCEED $2,000 OR THE HIGHEST PENALTY
AMOUNT ALLOWED BY LAW, WHICHEVER IS LESS; AND, PROVIDING FOR THE
PUBLICATION OF THE CAPTION HEREOF.
WHEREAS, the owner of the property described in Exhibit A attached hereto has requested a
Specific Use Permit for said property; and
WHEREAS, the Planning and Zoning Commission of the City of Anna and the City Council of
the City of Anna have given the requisite notices by publication and otherwise and have held the
public hearings as required by law and afforded a full and fair hearing to all property owners
generally and to all persons interested in and situated in the affected area and in the vicinity
thereof, the City Council of the City of Anna has concluded that the Specific Use Permit be
approved as follows:
NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
ANNA, TEXAS:
Section 1. The Comprehensive Zoning Ordinance of the City of Anna, Texas, is amended by
granting a Specific Use Permit for the tracts described in Exhibit A, attached hereto and made an
integral part of this ordinance. The Specific Use Permit shall include the following component:
1. The distance from front elevation to the garage front to a maximum distance of 13' on
Bloomfield Bluebonnet Home models.
2. All other provisions of the existing PD Districts covering the Property and the existing
City of Anna Zoning Ordinance are applicable to the tract and any uses of the tract.
Section 2. The official Zoning Map of the City of Anna shall be corrected to reflect the Specific
Use Permit described herein.
Section 3. All ordinances of the City of Anna in conflict with the provisions of this ordinance
are repealed to the extent of that conflict.
Section 4. This Ordinance shall take effect immediately from and after its passage and the
publication of the caption of said ordinance as the law in such case provides.
PASSED by the City Council of the City of Anna, Texas, this 13th day of May, 2014.
ATTESTED:
2L� A�
City ecretary, Natha Wilkison
APP VED: —
Z
Mayor, Mike Crist
EXHIBIT A
Legal Description
FIELD NOTES
TRACT B
85.196 ACRES
BEING a tract of land situated in the Henry Brantley Survey, Abstract Number 71, and
the Guyne Morrison Survey, Abstract Number_ 559, and the John C. Farris Survey,
Abstract Number 331, Collin County, Texas, the subject tract being a portion of a tract of
land conveyed to Anna West/2004, LTD. according to the deeds recorded in Volume
5680, Page 1766 and Volume 5680, Page 1775 of the Land Records of Collin County,
Texas (LRCCT), the subject tract being more particularly described as follows;
BEGINNING at a point on the west line of West Crossing. Boulevard (a platted 80'
ROW), same point being the most northerly corner of Lot 1, Block N of West. Crossing
Phase 3, an addition to the City. Of Anna Texas, according to the Final Plat recorded in
Volume 2013, Page 312 (LRCCT);
THENCE, in a northerly direction and along said east line of West Crossing Boulevard
the following:
N 000 07' 10 E, a distance of 1345.79 feet to a I/2" iron pin: with a red cap
stamped Tipton Engineering, Inc. set at corder;
Around a tangent curve to the left having a central. angle of 611 47' 53", a radius
of 485.00 feet anal a chord of N 30° 46' 47" W — 498.12 feet, an arc distance of
523.12 feet to a 1/2" iron pin with a red cap stamped. Tipton Engineering, Inc. set
at corner,
N 61140'44"W, a distance of 107.39 feet;
Around a tangent curve to the right having a centr4 angle of 61' 00' 51", a radius
of 560.00 feet and a chord of N 31" 10' 14" W-56837 feet,an are distance of
596.36_ feet to a 1/2" iron pm. -with a red cap stamped Tipton Engineering, Inc, set
at corner;
N 00° 39' 47" W, a distance of 1047.47 feet to the southerly end of a right-of-way
cut back line of the intersection of said east line of West Crossing Boulevard and
the south line of Rosamond Parkway (a platted variable with ROW), a 1/2" iron
pin with a red cap stamped Tipton Engineering, Inc. set at corner;
THENCE, N 44° 49' 21" E, along the said right-of-way cut back line, a distance of 63.11
feet to a 1/2" iron pin with a red cap stamped Tipton Engineering, Inc. set at corner;
THENCE, S 890 41' 31" E, along said Rosamond Parkway south line, a distance of
545.09 feet to a 1/2" iron pin with a red cap stamped Tipton Engineering, Inc. set at
comer;
THENCE, S 00° 39' 47" E, leaving said south line of Rosamond Parkway, a distance of
522.83 feet to a 1/2" iron pin with a red cap stamped Tipton Engineering, Inc. set at
comer;
THENCE, Around anon -tangent curve- to the right having a central angle of 80° 01' 20",
a radius of 170.00 feet and a chord of S 58° 15' 50" E — 218.60 feet, an are distance of
237.43 feet to a 1/2" iron pin with a red cap stamped Tipton Engineering, Inc. set at
corner;
THENCE, S 18° 15' 10" E, a distance of 514.83 feet;
THENCE, S 00° 07' 09'-' W, a distance of 120.00 feet to a 1/2" iron pin with a red cap
stamped Tipton Engineering,. Inc. set at corner;
THENCE, S 89° 52' S1" E, a distance of 171.76 feet;
THENCE, Around a non -tangent curve to the right having a central angle of 162° 11'
10", a radius of 50.60 feet and a chord of S 450 39' 28" E-- 99.79 feet, an are distance of
141.53 feet;:
THENCE, Around. a.mg4-tangent. curve to the left haying a central angle of 26° 42' 00", a
radius of 224.00 fed and a chord of S 186 04' 20" E = 103.45. feet; an, are distance of
104.39 feet to a W" iron pin with, a red cap. stamped Tipton Engineering, Inc. set: at
comer;
THENCE, Around a tangent reverse curve having a central angle of 260 39' 58", a radius
of 1226.06 feet and a chord of S 18° 05' 23" E 565.46 feet; an arc distance of 570.60
feet to a.1/2'iron pin with'a red cap stamped Tipton Engineering, Inc. set.at corner;
THENCE, S 890 52' 51" E, a distance of 168.45 feet;
THENCE, S 000 07' 09" W, a distance of 120.60. feet;
THENCE, Around a non -tangent curve to the right having a central angle of 225° 05'
20", a radius of 50.00 feet and a chord of S 67° 20' 19" B -- 92.36 feet, an are distance of
196.43 feet;
THENCE, S 000 07' 09 W, a distance of 254.59 feet;
THENCE, Around a non -tangent curve to the right having a central angle of 2460 47'
50", a radius of 50.00 feet and a chord of S 56° 29' 06" E — 83.49 feet; an are distance of
215.37 feet to a I/2" iron pin with a red cap stamped Tipton Engineering, )tie. set at
comer;
THENCE, S 00° 07' 09" W, a distance of 244.04 feet;
THENCE, Around a non -tangent curve to the right having a central angle of 89° 59' S6",
a radius of 50.00 feet and a chord of S 080 00' 40" E — 70.71 feet, an are distance of
78.54 feet;
THENCE, S 00° 07' 09" W, a distance of 490.00 feet;
THENCE, Around a non -tangent curve to the right having a central angle of 971 10' 50",
a radius of 50.00 feet and a chord of S 11° 50' 20" W — 75.00 feet, an are distance of
84.81 feet;
THENCE, S 29° 34' 11" E, a distance of 14.00 feet;
THENCE, S 00° 07' Q9" W, a distance of 214.40 feet;
THENCE,. Around -a non -tangent curve to the right having a central angle of 127° 3'1'
20", a radius of 50,00 feet and a chord of S 26° 49' 20" B-= 89.73 feet, an are distance of
111.37 feet to a 1/2" iron pin with a red cap stamped Tipton Engineering, Inc. set at
-comer;
THENCE; S 000 07 09" W, a distance of 682.85 feet to the northerly line of Bambrough
Drive, a 50'R.OW; per the said West Crossing Phase .1 Final Plat, a 1/2" iron pin with a
red cap stamped Tipton Engineering, Inc. set at comer;
THENCE, N 89° 52' 51" W, along the northerly line of Bambrough Drive per the said
West Crossing Phase 1. Final Plat, a distance of 50.00 feet to a 1/2" iron pini with a red_
cap stamped Tipton_ Engineering, Inc. set at corner;
THENCE, S 001 07' 69" W, along the westerly line of said Bambrough Drive, a instance
of 61.06 feet;
THENCE, Continuing along said Bambrough Drive westerly line and around.a tangent
curve to the left having a centralangle of 440 08' S3", a radius of 282.39 feet and a chord
of S 210 57' 17" E — 212.25 feet; an are distance of 217.59 feet to a point on the
previously mentioned Hackberry Drive northerly line (an 80' ROW at this point) ;
THENCE, S 42° 16' 32" W, along said Hackberry Drive northerly line, a distance of
43.97 feet to a 1/2" iron pin with a red cap stamped Tipton Engineering, Inc. set at
comer;
THENCE, Continuing along said Hackberry Drive northerly line and around a tangent
curve to the right having a central angle of 471 50' 38", a radius of 600.00 feet and a
chord of S 661 11' 50" W — 486.59 feet, an are distance of 501,02 feet to a 1/2" iron pin
with a red cap stamped Tipton Eng., Inc. found at comer,
THENCE, N 890 52' 51" W, continuing along said Hackberry Drive northerly line, a
distance of 15,47 feet to the southeast corner of Lot 1, Block O of said West Crossing
Phase 3;
THENCE, N 00° 07' 09" E, along the east line of said Block O of West Crossing Phase
3, a distance of 1130.50 feet to a 5/8" iron pin with a yellow cap stamped Westwood PS,
found at corner;
THENCE, N 890 52' 51" W; part of the way along the north line of Lot 20, Block O of
said West- Crossing Phase 3, a distance of 120.00 feet to a point on the east line of
Kelvington-Drive, a 50' ROW; a 5/8" iron pin with a yellow cap stamped Westwood PS,
found at corner;
THENCE, N. 00° 07' 09" E, along the east line of said Kelvington Drive a distance of
110.00 feet to the north line of Chatsworth Drive a 50' ROW, a 5/8" iron pin with a
yellow cap stamped Westwood PS found at corner;
THENCE; N 896 5 51" W, along the north line of said Chatsworth Drive, a distance of
12:36 feet to the southeast corner of Lot. 10, Block N of said West'Crossing Phase 3, a
5/8" iron pin with a yellow cap stamped Westwood PS. found at comer;
THENCE, N 00° 07' 093' E, along the east line of.said Lot 10, Block N of West Crossing
Phase 3, a distance of 120.00 feet to a 5/8" iron pin with a yellow cap stamped Westwood
PS found at corner; -
THENCE, _N 89° 52' 51-" W, along the.nortli boundary line of.said West Crossing Phase
3; a distance of 510.00 feet to the PLACE. OF BEGINNING with the subject tract
containing 3,711,132 Square Feet or 85:196 Acres of Land.
Address
Lot
Block
Phase
West Crossing
416 Lockhurst Drive
1
B
1
416 Lockhurst Drive
2
B
1
1025 Acacia
3
E
1
1021 Acacia
30
D
1
125 Drayton
6
A
2
121 Drayton
7
A
2
113 Drayton
9
A
2
109 Drayton
10
A
2
1041-lurstwood Court
12
A
2
114 Hurstwood Court
14
A
2
120 Hurstwood Court
16
A
2
124 Hurstwood Court
17
A
2
128 Hurstwood Court
18
A
2
132 Hurstwood Court
19
A
2
145 Hurstwood Court
22
A
2
141 Hurstwood Court
23
A
2
137 Hurstwood Court
24
A
2
133 Hurstwood Court
25
A
2
129 Hurstwood Court
26
A
2
125 Hurstwood Court
27
A
2
121 Hurstwood Court
28
A
2
109 Hurstwood Court
31
A
2
901 Calder Ct,
9
L
3
917 Calder Ct.
13
L
3
415 Salisbury
19
L
3
509 Salisbury
22
L
3
415 Chatsworth Dr.
24
L
3
415 Chatsworth Dr.
25
L
3
414 Salisbury
16
M
3
418 Salisbury
17
M
3
504 Salisbury
18
M
3
508 Salisbury
19
M
3
516 Salisbury
21
M
3
525 Kelvington Dr.
24
M
3
521 Kelvington Dr.
25
M
3
517 Kelvington Dr.
26
M
3
513 Kelvington Dr.
27
M
3
509 Kelvington Dr.
28
M
3
505 Kelvington Dr.
29
M
3
409 Kelvington Dr.
31
M
3
401 Kelvington Dr.
33
M
3
309 Kelvington Dr.
35
M
3
213 Kelvington Dr.
38
M
3
209 Kelvington Dr,
39
M
3
201 Kelvington Dr.
41
M
3
107 Kelvington Dr.
42
M
3
103 Kelvington Dr.
43
M
3
102 Kelvington Dr.
1
O
3
106 Kelvington Dr.
2
O
3
200 Kelvington Dr.
3
O
3
204 Kelvington Dr,
4
O
3
506 Kelvington Dr.
15
O
3
914 Chatsworth Dr.
1
N
3
910 Chatsworth Dr.
2
N
3
906 Chatsworth Dr.
3
N
3
902 Chatsworth Dr.
4
N
3
828 Chatsworth Dr.
5
N
3
816 Chatsworth Dr.
8
N
3
808 Chatsworth Dr,
10
N
3
Willow Creek Addition
808 Bamboo Dr,
10
B
1
800 Acacia Dr.
37
A
2
804 Acacia Dr.
38
A
2
808 Acacia Dr.
39
A
2
812 Acacia Dr.
40
A
2
816 Acacia Dr.
41
A
2
813 Andrews Ct,
54
A
2
825 Mahogany Dr.
15
D
2
817 Mahogany Dr.
17
D
2
813 Mahogany Dr.
18
D
2
809 Mahogany Dr,
19
D
2
805 Mahogany Dr,
20
D
2