O-2018-5280 - 4/12/2018 ORDINANCE NO. 0-2018-5280
AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE
CITY OF ROUND ROCK, TEXAS ADOPTED IN SECTION 46-132(b)(1),
CODE OF ORDINANCES (2010 EDITION), CITY OF ROUND ROCK,
TEXAS, AND MAKING THIS AMENDMENT A PART OF THE SAID
OFFICIAL ZONING MAP, TO WIT: TO ORIGINALLY ZONE 40.018
ACRES OF LAND OUT OF THE DAVID CURRY SURVEY, ABSTRACT
NO. 130 AND THE E. MCDANIEL SURVEY, ABSTRACT NO. 441, IN
ROUND ROCK, WILLIAMSON COUNTY, TEXAS, AS DISTRICT SF-3
(SINGLE FAMILY — MIXED LOT); AND PROVIDING FOR A SAVINGS
CLAUSE AND REPEALING CONFLICTING ORDINANCES AND
RESOLUTIONS.
WHEREAS, the City of Round Rock, Texas has recently annexed 40.018 acres
of land out of the David Curry Survey, Abstract No. 130, and the E. McDaniel Survey,
Abstract No. 441, in Round Rock, Williamson County, Texas, being more fully described
in Exhibit "A" (the "Property"), attached hereto and incorporated herein, and
WHEREAS, the Planning and Zoning Commission held a public hearing
concerning the original zoning of the Property on the 7th day of March, 2018, following
lawful publication of the notice of said public hearing, and
WHEREAS, after considering the public testimony received at such hearing, the
Planning and Zoning Commission has recommended that the Official Zoning Map be
amended so that the Property in Exhibit "A" be originally zoned as District SF-3 (Single
Family— Mixed Lot), and
WHEREAS, on the 12th day of April, 2018, after proper notification, the City
Council held a public hearing on the proposed original zoning, and
WHEREAS, the City Council determines that the zoning provided for herein
promotes the health, safety, morals and protects and preserves the general welfare of
the community, and
0112.1804;00397387
Original Zoning Ordinance 7/13
WHEREAS, each and every requirement set forth in Chapter 211, Sub-Chapter
A., Texas Local Government Code, and Section 46-92 and Section 46-132, Code of
Ordinances (2010 Edition), City of Round Rock, Texas concerning public notices,
hearings, and other procedural matters has been fully complied with, Now Therefore
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK,
TEXAS:
I.
That the City Council has considered and hereby makes the following findings
regarding this original zoning:
1. It is consistent with the general plan;
2. It is compatible with the present zoning and conforming uses of nearby
property and with the character of the neighborhood;
3. The affected property is suitable for existing uses that are and would be
permitted by District SF-3 (Single Family— Mixed Lot); and
4. Water, wastewater, and stormwater facilities are suitable and adequate
and are available for the existing uses in District SF-3 (Single Family —
Mixed Lot).
II.
That the Official Zoning Map adopted in Section 46-132(b)(1), Code of
Ordinances (2010 Edition), City of Round Rock, Texas, is hereby amended so that the
zoning classification of the property described in Exhibit "A" is hereafter designated as
District SF-3 (Single Family— Mixed Lot).
2
iii.
That pursuant to Sec. 46-136.2(c)(4)(d), estate lots comprising less than 40% of
the total number of residential lots and small lots comprising more than 30% of the total
number of residential lots are hereby allowed within the Property, conditioned upon
compliance with the following:
1. A roadway connectivity index of greater than 1.40 shall be achieved;
2. Landscaping as described in Section 46-136.2(e)(1) of the Code for
arterial and collector roads shall be provided;
3. Enhanced detention facilities and bridge/culvert designs as described in
Section 46-136.2(e)(2) of the Code shall be provided;
4. 20' wide easement for the Brushy Creek Trail shall be provided; and
5. Brick or natural stone subdivision walls shall be constructed along the rear
and/or side yards of residential lots adjacent to Creek Bend Drive and
Hairy Man Road, in accordance with Section 36-116 of the Code. The
Planning Director may approve deviations from the Code.
IV.
A. All ordinances, parts of ordinances, or resolutions in conflict herewith are
expressly repealed.
B. The invalidity of any section or provision of this ordinance shall not
invalidate other sections or provisions thereof.
C. The City Council hereby finds and declares that written notice of the date,
hour, place and subject of the meeting at which this Ordinance was adopted was posted
and that such meeting was open to the public as required by law at all times during
which this Ordinance and the subject matter hereof were discussed, considered and
3
formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas
Government Code, as amended.
Alternative 1.
By motion duly made, seconded and passed with an affirmative vote of all the
Council members present, the requirement for reading this ordinance on two separate
days was dispensed with.
READ, PASSED and ADOPTED on first reading this ZC Y
da of
T2,1 , 2018.
Alternative 2.
READ and APPROVED on first reading this the day of
, 2018.
READ, APPROVED and ADOPTED on second reading this the day of
2018.
X a /'
CRAVfMOR I Mayor
CityRoun ock, Texas
ATTEST:
VY L.
SARA L. WHITE, City Clerk
4
EXHIBIT
EXHIBIT Creek Bend Tract
40.018 ACRES
JOB NO. 5029-01
METES & BOUNDS DESCRIPTION
FIELD NOTES FOR 40.018 ACRES OF LAND OUT OF THE DAVID CURRY SURVEY,
ABSTRACT NO. 130 AND THE E. McDANIEL SURVEY, ABSTRACT NO. 4419
WILLIAMSON COUNTY, TEXAS; BEING A PORTION OF A CALLED 16.5 ACRE TRACT
OF LAND AND A CALLED 197 ACRE TRACT OF LAND AS CONVEYED TO CLARENCE
LORENZA SAULS BY INSTRUMENT RECORDED IN VOLUME 608, PAGE 936 OF THE
DEED RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID 40.018 ACRES OF LAND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at an aluminum capped monument found on the north right-of-way.line of Creek
Bend Boulevard(variable width right-of-way)as recorded under Document No. 2014092339 of
the Official Public Records of Williamson County,Texas,at the most northerly corner of a
called 0.034 acre tract of land conveyed as right-of-way by instrument recorded in Document
No. 2015020981 of the Official Public Records of Williamson County,Texas, at the southeast
corner of the remaining portion of Lot 1, Block A., Fern Bluff Community Center, a subdivision
as recorded in Cabinet W, Slides 334 &335 of the Plat Records of Williamson County, Texas, at
a southerly corner of said Sauls remainder tract, for the most southerly corner and POINT OF
BEGINNING of the herein described tract;
THENCE,with the westerly line of said Sauls remainder tract,N 20°31'32" W,pass a 1/2-inch
iron rod found with cap stamped"Austin Surveyors"at the most northerly corder of said I.,ot 1,
Block A. Fern Bluff Community Center at a distance of 449.18 feet, continuing on with an east
line of a called 5.100-acre tract dedicated as right-of-way by instrument recorded in Document
No. 9861935 of the Official Records of Williamson County,Texas,pass a 1/2-inch iron rod
found at the south corner of a called 0.374-acre tract of land described as Tract 1, as conveyed to
Fern Bluff Municipal Utility District by instrument recorded in Document No. 2004079127 of
the Official Public Records of Williamson County, Texas at a distance of 1,978.99 feet,and
continuing on with the east line of said Fern Bluff 0.374-acre tract for a total distance of 21325.94
feet to a 1/2-inch iron rod with cap stamped "BGE INC" set for the northwest corner of said
Sauls 16.5-acre tract, for the northwest corner of the herein described tract, from which a 1/2-
inch iron rod found bears S 27°06'22"E, a distance of 5.34 feet;
THENCE, with the northerly line of said Sauls 16.5-acre tract,N 70°12'51" E a distance of 71.82
feet to a 1/2-inch iron rod with cap stamped"BGE INC" set on the occupied south right-of-way
line of County Road 174 (Hairy Man Road)(No Record right-of-way information found), for the
most northerly corner of the herein described tract;
Page 1 of 6
GATXCIPROJECTS\SURVEY PROJECTS15029-00 MILESTONE CREEK Hh:ND\04 RNALSWETES&BOUNDS DESCRIPTIONS15029-00 40.0I8AC-FN..I)0CX
THENCE, with the occupied south right-of-way line of said County Road 174 (Hairy Man
Road), generally as fenced,the following twelve(12)courses:
1) S 77002103" E a distance of 275.06 feet to 1/2-inch iron rod with cap stamped
"BGE INC" set at a point of curvature of a curve to the right;
2) Along said curve to the right, an arc distance of 247.79 feet, having a radius
of 380.00 feet, a central angle of 37'21'43" and a chord which bears
S 58'21'11" E, a distance of 243.43 feet to a 1/2-inch iron rod with cap
stamped"BGE INC' set for corner;
3) S 39040119" E, a distance of 132.98 feet to a 1/2-inch iron rod with cap
stamped"BGE INC'set at an angle point for corner;
4) S 48°12'09" E, a distance of 262.51 feet to a 1/2-inch iron rod with cap
stamped "BGE INC"set at an angle point for corner;
5) S 56015104" E, a distance of 62.81 feet to a 1l2-inch iron rod with cap stamped
"BGE INC" set at an angle point for corner;
6) S 42°51'35" E, a distance of 94.44 feet to a 1/2-inch iron rod with cap stamped
"BGE INC" set at an angle point for corner;
7) S 40027124" E, a distance of 121.61 feet to a 1/2-inch iron rod with cap
stamped `BGE INC" set at a point of curvature of a curve to the left;
8) Along said curve to the left, an arc distance of 128.80 feet,having a radius of
400.00 feet, a central angle of 18°26'55" and a chord which bears
S 49°40'52" E a distance of 128.24 feet to a 1/2-inch iron rod with cap
stamped"BGE INC'set for corner;
9) S 5805420" E, a distance of 119.43 feet to a 1/2-inch iron rod with cap
stamped"BGE INC'set at an angle point for corner;
10)S 61024151" E,a distance of 145.92 feet to a 1/2-inch iron rod with cap
stamped"BGE INC' set at a point of curvature of a curve to the left;
11)Along said curve to the left, an arc distance of 161.44 feet,having'a radius of
1.200.00 feet, a central angle of 07°42'29" and a chord which bears
S 65'16'05" E a distance of 161.31 feet to a 1/2-inch iron rod with cap
stamped"BGE INC" set for corner; and
Page 2 of 6
G: I'X(iP32f)JEt:'I'S1SI.JRVE;Y PR.OJECf'S\5029.00 MILESTONE:CREEK:I3E.ND\04 FINALSVNIE;tE.S&BOUNDS I)ESCRIPTIONS\502.9-00 40.018AC-P-N DOCX
EXHIBIT Creek Bend Tract
40.018 ACRES
JOB NO. 5029-01
12)S 69007120" E,a distance of. 347.17 feet to a 1/2-inch iron rod with cap
stamped"BGE INC' set at a point of curvature of a curve to the right;
THENCE, leaving the occupied south right-of-way line of said County Road 1.74 (Hairy Man
Road), over and across said Sauls remainder tract, along said curve to the right,an arc distance of
34.58 feet,having a radius of 25.00 feet, a central angle of 79'14'30" and a chord which bears
S 29°30'04" E a distance of 31.89 feet to a 1/2-inch iron rod with cap stamped"BGE INC"set
for corner;
THENCE, ten(10) feet west of and parallel with an existing driveway, S 10°0711" W a distance
of 76.00 feet to a 1/2-inch iron rod with cap stamped"BGE INC"set at a point of curvature of a
curve to the left;
THENCE along said curve to the left, an arc distance of 47.36 feet, having a radius of 50.00 feet,
a central angle of 54'1608" and a chord which bears S 17°00'53"E a distance of 45.61 feet to a
1/2-inch iron rod with cap stamped`BGE INC' set for corner;
THENCE S 44008'57" E a distance of 49.74 feet to a 1/2-inch iron rod with cap stamped"BGE
INC"set on the northwest right-of-way line of said Creek Bend Boulevard, for the most
southerly east corner of the herein described tract, from which a 1/2-inch iron rod found on the
northwest right-of-way line of said Creek Bend Boulevard bears N 45°51'03" E,a distance of
281.85 feet;
THENCE, with the northwest right-of-way line of said Creek Bend Boulevard and the southeast
line of said Sauls remainder tract,the following four(4) courses:
1) S 45051'03" W a distance of 1,130.81 feet to a 1/2-inch iron rod found at a
point of curvature of a curve to the right;
2) Along said curve to the right, an arc distance of 37.49 feet,having a radius of
940.00 feet, a central angle of 02'l 706" and a chord which bears
S 47°03'22" W a distance of 37.49 feet to a 1/2-inch iron rod found for corner;
3) S 55°43'08" W, a distance of 47.14 feet to a concrete nail with washer
stamped`BGE INC" set at a point of curvature of a curve to the right; and
Page 3 of 6
C'ATXC`.FR0JEC I'SISURVEY PROJEC'[515029-00MILLSTONE CREEK BEN D\04 1,FINALSWETFS&BOUNDS I3ESCRIFHONW029-00 40,OI3AC-FN DOCX
4) Along said curve to the right, an arc distance of 208.08 feet,having a radius of
935.00 feet, a central angle of 12°45'03" and a chord which bears
S 57°23'50" W a distance of 207.65 feet to the POINT OF BEGINNING and
containing 40.018 acres of land,more or less.
I hereby certify that these notes were prepared by BGE from a survey made on the ground under
my supervision on February 12, 2018 and are true and correct to the best of my knowledge.
Bearing orientation is based on the Texas State Plane Coordinate System,NAD-83,Texas
Central Zone 4203. A survey plat of even date was prepared by the undersigned in conjunction
with this metes and bounds description.
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eBGE, Inc.
7000 North Mopac, Suite 330
Austin,Texas 78731
Telephone: (512) 879-0400
TBPi..S Licensed Surveying Firm No. 10106502
Client: Milestone Community Builders
Date: February 19, 2018
Project No.: 5029-01
Page 4 of 6
GATXC\PROJECTS\SURVEY PROXC'm5029-00 MILESTONE CREEK BEN D\04.,FINALSWETES&BOUNDS DESCRIPTIONS\5029-00 40 018AC-CN.D0CX
G: YC ProjPc1,s Silrvev Protects\5029-00 Milestone Creek Ben�i\C�f. in�3€s�C.3r,iw+r� ;a�4fl..,.01t3EXf.cjw�; 2'./191 x:018 3:43 PM, rharper. 1.€
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
\ REAR].S�r c /
,S 27V622"E, 5.J4'
IV 24
61 PARK LAND 23 w �,t jEy, V3049
(DRAINAGE EASEMENT) .s-"`� SEC
tt
22
0 300 DEED LINE r'21 C ,,; t�t� C.
VOL. 608. PG. 936, A44,
EXISTING ROW �` D.R.W.C. �
(AS OCCUPIED) CR 174
FERN BLUFF MUNICIPAL -' '� HAIRY MAN ROAD CZ
UTILITY DISTRICT (VARIABLE WIDTH R.O.W.)
CAL.LFD 0.374 ACRES NO DEED OF RECORD FOUND
DOC. NO. 2004079127, ( } y
O.P.R.W.C.
N
16
U0
x - - , 7
r
CLARENCE LORENZA SAULS
CALLED 16.5 ACRES C'—; 13
o Urn z (FIRST TRACT) 'a
ZZ+ ¢ ►N VOL. 608, PG. 9:36, D.R.W.C. 1 ..
21 Li
�orn:S: N C) 11
�'n ei d DEED LINE ---
W ° zz Ci Q VOL. soe, PRG. 936, 10 C C tO t
a n� {� , D.R.W.C.
t' "� > LI
¢a SDE
u DAVID CURRY SURVEY, A-130 9 ABI 9E' �N.
E. WDANIEL SURVEY, A-441 23
e
`v _... 7
4.0.018 ACRES EMAIN ER PORTION OF'
CLARENCE LORENZA SAULS
A PORTION OF f,�'"—`~- CALLED 197 ACRES
,
Z 0A CALLED 16.5 ACRES - FIRST TRACT` � (THIRD TRACT)
Q M AND A CALLED 197 ACRES — THIRD TRACT ,�� VOL. cob, PG. 936, D.R.W.C.
o
I 3 CLARENCE LORENZA SAULS
`r VOL. 608, PG. 936, D.R.W.C. 3 2
<�
L11 C.
J D CLARENCE LORENZA SAULS
V) CALLED 197 ACRES LO
(THIRD TRACT)
VOL. 608, PG, 936, D.R.W.C. f
L12
�. .� (, SAA L�Y�,.uSTIN SURVEYORS"CAP l�
CO I
)441
oi
P.O.B.
FND. ALUMINUM MON.
IS 55'39'17" W,
REMAINER OF 47,14'1
TC6
8L CK A 1-13 , ``- CREEK BEND BOULEVARD
r VARIES)
CITY OF ROUND ROCK, TX
n DOC. NO. 2014092339, O.P.R.W.C.
fW9. ALUMINUM MON.
WI-AU57/N SURVEYORS"CAP
'SCALE: 1"=3
BGE, Inc.
7000 North Mopac, Suite 330, Austin, TX 78731 S}IEET 5
Tel: 512-879-0400 • www.bgeinc.com
TBPLS Licensed Surveying Firm No. 10106502 OF—6
Copyright 2018
Pra ect^;\5029-GO Milestcne Crock Benc,\04...F!na1;\Df-a.w*in s\4t:J._s'118ExI dw9, /19/2018 3:43 PM, rhorpnr, 1:1
GENERAL NOTES
LINE TABLE
1. BEARING ORIENTATION IS BASED ON THE TEXAS STATE
PLANE COORDINATE SYSTEM, CENTRAL ZONE 4203, NAD83. NUMBER BEARING DISTANCE
LEGEND L1 N 70'12'51 E 71.82'
DOC, DOCUMENT L2 S 77'02'03" E 275.06'
D.R.W.C. DEED RECORDS OF WILLIAMSON COUNTY, TEXAS
FN D. FOUND L3 S 39'40'19" E 132.98'
1. IRON
NO. NUMBER L4 S 48'12'09" E 262.51'
O.P.R.W.C. OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS L5 S 56'15`04" E 62 81'
O.R.W.C. OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS _..._..
PG. PAGE L6 S 42'51'35" E 94.44'
P.O.B. POINT OF BEGINNING _......_ ...._..
R.O.W. RIGHT-OF-WAY L7 S 40'27'24" E 121.61'
VOL. VOLUME _._...._�_�_._................._...__.._.._...._.........___.._._.........._....._._......_.._..............
i FOUND 1/2" I. ROD UNLESS OTHERWISE NOTED L8 S 58'54'20" E 119.43'
1/2" !. ROD SET
a WITH CAPINC."BGE INC L9 S 61"24'51" E 145.92'
9 CONCRETE NAIL SET WITI-i WAS[--iER STAMPED "BGE INC." L10 S 69'07'20" E 347.17'
EDGE OF' ASPHALT-
...._._____.__.
BARBED WIRE FENCE I._11 S 10'07'11 W 76.00'
{ ) RECORD INFORMATION, VOL. 608, PG. 936, O.P.R.W.C. - _....:..:
[ ] RECORD INFORMATION, DOC. NO. 9861935 L12 S 44"08'57" E 49.74'
RECORD INFORMATION, DOC, NO. 2014092339, O.P.R.W.C. L13 S 55"43'08" W 4714'
CURVE TABLE
NUMBER ARC LENGTH RADIUS 1.7El...TA CHORD BEARING CHORD DISTANCE
C1 247.79' 380.00' 37'21'43" S 58'21'11" E 243.43'
C2 128.80' 400.00' 18'26'55" S 49'40'52" E 128.24'
C3 161.44' 1,200.00' 7'42'29" S 65'16'05" E 161.31'
C4 34.58' 25.00' 79"14'30 S 29"30'04" E 31.89'
C5 47.36' 50.00' 54'16'08" S 17'00'53" E 45.61'
C6 37.49' 940.00' 2'17'06" S 47"03'22" W 37.49'
C7 208.08' 935.00' 12'45'03" S 57'23'50" W 207.65'
RECORD CURVE DATA DOC. NO. 2014092339, O.P.R.W.C.
NUMBER ARC LENGTH RADIUS DELTA CHORD BEARING CHORD DISTANCE
,C61_._._._.. y137.50'1 #940.00'1 12-17'10"1 IS 46'59'31" Wj- J37.50'}
IC71 �207.96'j 1935.00'1 112'44'37"1 IS 57'22'18" Wi j207.53'i'
SCALE: 1 300'
BGE, Inc. 6
SHEET. = 7000 North Mopac, Suite 330,Austin, TX 78731
Tei: 512-879-0400 + www.bgeinc.com
TBPLS Licensed Surveying Firm No. 10106502 OF-.-J---
Copyright 2018