HomeMy WebLinkAbout2024-4526 - Ordinance - 06/27/2024ORDINANCE NO. 2024-4526
AN ORDINANCE AMENDING APPENDIX A "UNIFIED DEVELOPMENT
ORDINANCE," ARTICLE 4 "ZONING DISTRICTS," SECTION 4.2, "OFFICIAL
ZONING MAP" OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE
STATION, TEXAS, BY CHANGING THE ZONING DISTRICT BOUNDARIES
AFFECTING APPROXIMATELY 6 ACRES LOCATED IN THE MORGAN RECTOR
LEAGUE SURVEY, ABSTRACT 46, IN COLLEGE STATION, BRAZOS COUNTY,
TEXAS, GENERALLY LOCATED AT 110, 116, AND 120 MORGAN'S LANE, AS
DESCRIBED BELOW; PROVIDING A SEVERABILITY CLAUSE; DECLARING A
PENALTY; AND PROVIDING AN EFFECTIVE DATE.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS:
PART 1: That Appendix A "Unified Development Ordinance," Article 4 "Zoning Districts,"
Section 4.2 "Official Zoning Map" of the Code of Ordinances of the City of College
Station, Texas, be amended as set out in Exhibit "A" and Exhibit "B" attached hereto
and made a part of this Ordinance for all purposes.
PART 2: If any provision of this Ordinance or its application to any person or circumstances is
held invalid or unconstitutional, the invalidity or unconstitutionality does not affect
other provisions or application of this Ordinance or the Code of Ordinances of the City
of College Station, Texas, that can be given effect without the invalid or
unconstitutional provision or application, and to this end the provisions of this
Ordinance are severable.
PART 3: That any person, corporation, organization, government, governmental subdivision or
agency, business trust, estate, trust, partnership, association and any other legal entity
violating any of the provisions of this Ordinance shall be deemed guilty of a
misdemeanor, and upon conviction thereof shall be punishable by a fine of not less than
twenty five dollars ($25.00) and not more than five hundred dollars ($500.00) or more
than two thousand dollars ($2,000) for a violation of fire safety, zoning, or public health
and sanitation ordinances, other than the dumping of refuse. Each day such violation
shall continue or be permitted to continue, shall be deemed a separate offense.
PART 4: This Ordinance is a penal ordinance and becomes effective ten (10) days after its date
of passage by the City Council, as provided by City of College Station Charter Section
35.
Ordinance Form 08-27-19
ORDINANCE NO. 2024-4526
Page 2 of 5
PASSED, ADOPTED, and APPROVED this 27th day of June, 2024.
ATTEST:
c3fm
City Secretary
APPROVED:
U A.V'bv. Lb k4 6VYa
City Attorney
APPIjOVE
Mayor
Ordinance Form 08-27-19
ORDINANCE NO. 2024-4526
Page 3 of 5
Exhibit A
That Appendix A "Unified Development Ordinance," Article 4 "Zoning Districts," Section 4.2,
"Official Zoning Map" of the Code of Ordinances of the City of College Station, Texas, is hereby
amended as follows:
The following property is rezoned from GS General Suburban to GC General Commercial and
NAP Natural Areas Protected:
Ordinance Form 08-27-19
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5.64 Acres
FIELD NOTES DESCRIPTION
OF A
5.64 ACRE TRACT
MORGAN RECTOR LEAGUE SURVEY, ABSTRACT 46
COLLEGE STATION, BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 5.64 ACRES IN THE MORGAN RECTOR LEAGUE SURVEY, ABSTRACT 46, IN COLLEGE STATION, BRAZOS
COUNTY, TEXAS, BEING ALL OF A CALLED 3.1220 ACRE TRACT OF LAND, A PORTION OF A CALLED 2.256 ACRE TRACT OF LAND AND ALL OF
A CALLED 0.5804 ACRE TRACT OF LAND, ALL DESCRIBED IN A DEED TO MORGANS SLOB, LLC. RECORDED IN VOLUME 16440, PAGE 288 OF
THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 5.64 ACRES BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 5/8 inch iron rod found on the southeast line of Morgans Lane (50' wide right-of-way, 125/300 of the Deed Records of
Brazos County, Texas; DRBCT), for the north corner of Lot 16-B of Lake View Acres Revised, plat filed in Volume 2182, Page 35 of the
Official Records of Brazos County, Texas (ORBCT) and being the west corner of said 3.1220 acres and the west corner hereof;
THENCE, with the common line of said Morgans Lane and said 3.1220 acres, N 43° 05' 02" E, for a distance of 299.13 feet to a 1/2 inch
iron rod with a blue plastic cap stamped "KERR SURVEYING" set for the north corner of said 3.1220 acres and being the west corner of
said 2.256 acres;
THENCE, with the common line of Morgans Lane and said 2.256 acres for the following two (2) courses and distances;
1) N 43° 04' 47" E, for a distance of 153.43 feet to a 1/2 inch iron rod found;
2) N 42° 22' 20" E, for a distance of 53.26 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set for
the west corner of a called 1.363 acre tract of land described in a deed to Aggieland Pregnancy Outreach, Inc. recorded in
Volume, 8900, Page 251 (OPRBCT) and being the north corner of said 2.256 acres and the north corner hereof, from which a
5/8 inch iron rod found bears N 43° 08' 33" E, a distance of 203.93 feet;
THENCE, with the common line of said 1.363 acres and said 2.256 acres for the following nine (9) courses and distances:
1) 5 37° 55' 49" E, for a distance of 49.05 feet to a 4 inch wood post found;
2) 5 47° 05' 06" E, for a distance of 31.69 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set;
3) 5 54° 03' 55" E, for a distance of 23.80 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set;
4) 5 60° 00' 25" E, for a distance of 47.63 feet to a 4 inch wood post found;
5) 5 77° 31' 30" E, for a distance of 48.28 feet to a 4 inch wood post found;
6) N 86° 31' 09" E, for a distance of 16.10 feet to a 4 inch wood post found;
7) N 84° 20' 3B" E, for a distance of 79.85 feet to a 4 inch wood post found;
8) 5 86° 12' 33" E, for a distance of 39.88 feet to a 4 inch wood post found;
9) 5 77° 30' 34" E, for a distance of 30.29 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set for
an easterly corner hereof;
1�Page
23-649 5.64AC M&B.docx
5.64 Acres
THENCE, through said 2.256 acres for the following four (4) courses and distances:
1) 5 38° 40' 49" W, for a distance of 23.66 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set;
2) 517° 57' 44" W, for a distance of 63.00 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set;
3) 513° 46' 58" E, for a distance of 39.56 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set;
4) 5 61° 54' 41" E, for a distance of 72.82 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set on
the northwest line of a called 21.529 acres described in a deed to Taylor - Smartt, LLC recorded in Volume 18496, Page 35
(OPRBCT) and being on the southeast line of said 2.256 acres and being an easterly corner hereof, from which a 5/8 inch
iron rod with an orange plastic cap stamped "CARLOMAGNO 1562" found bears N 41° 18' 39" E, a distance of 156.62 feet;
THENCE, with the common line of said 2.256 acres and said 21.529 acres, 5 41° 18' 39" W, for a distance of 254.37 feet to 1/2 inch iron
rod found bent for the south corner of said 2.256 acres and being the east corner of said 3.1220 acres;
THENCE, with the common line of said 21.529 acres and said 3.1220 acres, 5 41° 52' 48" W, for a distance of 298.96 feet to a 1/2 inch
iron rod found for the east corner of Lot 16-C of said Lake View Acres Revised and being the south corner of said 3.1220 acres and the
south corner hereof, from which the City of College Station Monument C594-130 bears S 40° 57' 34" E, a distance of 5,221.07 feet;
THENCE, with the common lines of said 3.1220 acres, said Lot 16-C and said Lot 16-B, N 48° 28' 07" W, for a distance of 458.04 feet to
the POINT OF BEGINNING hereof and containing 5.64 acres, more or less.
Surveyed on the ground July 2023 under my supervision. See plat prepared March 2024 for other information. The bearing basis for
this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS
observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year [ORS Solution 2 (MYCS2). Distances described herein are
surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00010249895918 (calculated using
GE01D12B). Reference drawing: 23-649-EXHIBIT2-S.
3/21/24
Michael Konetski
Registered Professional Land Surveyor No. 6531
KERR
SURVEYING
Kerr Surveying, LLC 1409 N. Texas Ave. Bryan, TX 77803
Office: (979) 268-3195 I Web: www.kerrlandsurveying.com
Surveys(a1kerrsurveying.net ( TBPELS Firm No.10018500
21Page
23-649 5.64AC M&rB.docx
6I-LZ-80 uu0,3 aoueu!pJc
SCALE:1" = 40'
N/F
MORGANS SCOB, LLC.
TRACT TWO
CALLER 2.256 ACRES
(164401288 OPRBCT)
ZONE 'IC
UNSHADED
LEGEND:
OPRBCT= OFFICIAL PUBLIC RECORDS
OF BRAZES COUNTY, TEXAS
1231456 = VOLUME ANO PAGE FROM
PUBLIC COUNTY RECORDS
NIF = NOW DR FORMERLY
{1= RECORD INFORMATION
ss SANITARY SEWER MANHOLE
APPROXIMATE LOCATION OF
FLOOD PLAIN
NIF
AGGIELANEl PREGNANCY
OUTREACH, INC.
CALLED 1.353 ACRES
(89001251 DPRSCT)
4INCH WOOD
POST (CM)
N/F
MORGANS SECO, LLC.
TRACT TWO
CALLED 2.256 ACRES
(164401ZBH DPRBLT)
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s y
W�y, N/F
TAYLOR- SMARTT, LLC.
CALLED 21.529 ACRES
(19496135 DPRBCTI
SURVEYOR'S CERTIFICATE:
5 41°18'39" W
41.43'
POINT OF BEGINNING
1/2 INCH IRON ROD WITH BWE
PLASTIC CAP STAMPED "KERR
SURVEYING" SET
I, MICHAEL KDNETSKI, H.P.L.S. NO. 6531, DO HEREBY CERTIFY THAT THIS
MINUET SUBSTANTIALLY COMPLIES WON THE CURRENT TEXAS SOCIETY OF
PROFESSIONAL SURVEYORS MANUAL Of PRACTICE REQUIREMENTS FOR A
CATEGORY 10, CONDITION 3, STANDARD LAND SURVEY AS MADE UN THE
GROUND UNDER MY SUPERVISION.
MICHAEL NONE NI
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 6531
GENERAL NOTES
BEARING SYSTEM SHOWN HEREON IS RASED ON THE TEXAS COORDINATE
SYSTEM OF 1983, CENTRAL ZONE (4203) GRID NORTH AS ESTABLISHED FROM
GPS OBSERVATION USING THE LEICA SMARTNET NAD83 (NA2011) EPOCH 2O10
MULTI -YEAR CORN SOLUTION 2 (MYC52).
DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE
NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED
SCALE FACTOR OF1.00010249895910 (CALCULATED USING 6E010124
(CM) INDICATES CONTROLLING MONUMENT FOUND ANO USED TO ESTABLISH
PROPERTY BOUNDARIES.
112 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED'KERR SURVEYING' SET
AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED_
THISSURVEY PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE
COMMITMENT. EASEMENTS AND OTHER MATTERS MAY APPLY.
THIS PLAT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES
DESCRIPTION (METES AND BOUNDS). THE PLAT AND FIELD NOTES ARE
INTENDED TO RE ONE INSTRUMENT TOGETHER.
FLOOD PLAIN NOTES:
THIS TRACT LIES WITHIN FLOOD ZONE'X' UNSHADED AND'X' SHADED AND 'A'
AND DOES PARTIALLY LIE WITHIN A SPECIAL FLOOD HAZARD AREA SUBJECT TO
THE 1% ANNUAL CHANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE
BRAVOS COUNTY FLOOR INSURANCE RATE MAP IFIRM( PANEL NE.
48041C0310F, REVISED DATE: 04-02-2014.
ZONING SETBACK NOTES
ACCORDING TO THE CITY OF COLLEGE STATION ONLINE ZONING MAP
RETERENCED UN 1110912023, THIS TRACT ES ZONED GENERAL SUBURBAN CGS(
AND 15 SUBJECT TO THE FOLLOWING BUILDING SETBACKS:
FRONT SETBACK-25 FEET
510E SETBACK (INTERIOR) . 7.5 FEET
REAR SETBACK - 20 FEET
TSPS STANDARD LAND SURVEY PLAT
OF A
0.319 ACRE TRACT
OUT OF A CALLED 2.256 ACRE TRACT (TRACT TWO)
VOLUME 16440, PAGE 288 OPRBCT
MORGAN RECTOR LEAGUE SURVEY, ABSTRACT 4G
COLLEGE STATION, BRAZOS COUNTY, TEXAS
^When one person stands
to gain aver another, the
facts must be uncovered'
SCALE: I INCH = 40 FEET
SURVEY BATE: 07-18-2023 I PLAT DATE:11-13-2923
JOB NUMBER:23.649 I CAD NAME: 23-649-E11IBIT-6
POINT FILE: 23-649-SURFACE {Colt): 23-649 IPA
DRAWN BY: MS CHECKED BY: MK
PREPARED BY: HEAR SURVEYING, LLC
TRPELS FIRMA100185TO
409 N. TEXAS AVENUE, BRYAN, TEXAS 77803
PHONE: (979) 268819S
SURVEYSAXERRSURHTYING.NET I KERRANOSURVEYIAG.COM
FIELD NOTES DESCRIPTION
OF A
0.319 ACRE TRACT
MORGAN RECTOR LEAGUE SURVEY, ABSTRACT 46
COLLEGE STATION, BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 0.319 ACRES IN THE MORGAN RECTOR LEAGUE SURVEY, ABSTRACT 46, IN COLLEGE STATION,
BRAZOS COUNTY, TEXAS, BEING A PORTION OF A CALLED 2.256 ACRE TRACT OF LAND DESCRIBED IN A DEED TO MORGANS
SCOB, LLC. RECORDED IN VOLUME 16440, PAGE 288 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS
(OPRBCT); SAID 0.319 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 5/8 inch iron rod with an orange plastic cap stamped "CARLOMAGNO 1562" found on the northwest line
of a called 21.529 acre tract of land described in a deed to Taylor - Smartt, LLC. recorded in Volume 18496, Page 35
(OPRBCT), for the east corner of a called 1.363 acre tract of land described in a deed to Aggieland Pregnancy Outreach, Inc.
recorded in Volume 8900, Page 251 (OPRBCT), from which a 5/8 inch iron rod found for the north corner of said 1.363 acres
bears N 48° 31' 38" W, a distance of 439.51 feet;
THENCE, with the common line of said 21.529 acres and said 1.363 acres, S 41° 18' 39" W, for a distance of 41.43 feet to a
1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set for the east corner of said 2.256 acres and being
the POINT OF BEGINNING hereof;
THENCE, with the common line of said 21.529 acres and said 2.256 acres, 5 41° 18' 39" W, for a distance of 115.19 feet to a
1/2 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" set for the south corner hereof, from which a 1/2 inch
iron rod found bent for the south corner of said 2.256 acres bears S 41° 18' 39" W, a distance of 254.37 feet;
THENCE, through said 2.256 acres for the following four (4) courses and distances:
1) N 61° 54' 41' W, for a distance of 72.82 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR
SURVEYING" set;
2) N 13° 46' 58° W, for a distance of 39.56 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR
SURVEYING" set;
3) N 17° 57' 44° E, for a distance of 63.00 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR
SURVEYING" set;
4) N 38° 40' 49° E, for a distance of 23.66 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR
SURVEYING" set on the common line of said 2.256 acres and said 1.363 acres;
1IPage
23-649 MGB-rev.docx
THENCE, with the common line of said 2.256 acres and said 1.363 acres for the following three (3) courses and distances:
1) 5 77° 30' 34° E, for a distance of 33.35 feet to 4 inch wood fence post found;
2) 5 65° 32' 39" E, for a distance of 39.44 feet to a 1/2 inch iron rod with a blue plastic cap stamped "KERR
SURVEYING" set
3) 5 48° 53' 04° E, for a distance of 62.42 feet to the POINT OF BEGINNING hereof and containing 0.319 acres,
more or less.
Surveyed on the ground July 2023 under my supervision. See plat prepared November 2023 for other information. The
bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NA083), Central Zone, Grid
North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution
2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined
scale factor of 1.00010249895918 (calculated using GE01012B). Reference drawing: 23-649-EXHIBIT-S.
Revised: 4-09-24 to correct typos on previous description.
4/9/24
Michael Konets i
Registered Professional Land Surveyor No. 6531
KERR
SURVEYING
Kerr Surveying, LLC 1409 N. Texas Ave. Bryan, TX 77803
Office: (979) 268-3195 I Web: www.kerrlandsurveying.com
Surveys(a kerrsurveying.net I TBPELS Firm No.10018500
2IPage
23-649 M&B-rev.docx