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HomeMy WebLinkAbout2025-4592 - Ordinance - 05/22/2025ORDINANCE NO.2025-4592 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 AMENDING ORDINANCE 24-4498 BY REMOVING APPROXIMATELY 9.499 ACRES FROM THE PDD AND CHANGING THE ZONING DISTRICT BOUNDARIES AFFECTING APPROXIMATELY 9.499 ACRES GENERALLY LOCATED AT 505 WILLIAM D. FITCH PARKWAY FROM PDD PLANNED DEVELOPMENT DISTRICT TO GC GENERAL COMMERCIAL, O OFFICE, AND NAP NATURAL AREAS PROTECTED, 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 NO. 2025-4592 Page 2 of 13 PASSED, ADOPTED, and APPROVED this 22°d day of May, 2025. ATTE T: City Secretary APPROVED: LOU(, �)Lfftu' City Attorney APFP L Mayor ORDINANCE NO. 2025-4592 Page 3 of 13 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 PDD Planned Development District to GC General Commercial, O Office, and NAP Natural Areas Protected: ORDINANCE NO. 2025-4592 Page 4 of 13 (KERR I SURVEYING Metes and Bounds: FIELD NOTES DESCRIPTION OF A 9.007 ACRE TRACT ROBERTSTEVENSON LEAGUE SURVEY, ABSTRACT54 COLLEGE STATION. BRAZO5 COUNTY. TEXAS 0.007 ACRE5 A FIELD NOTES DESCRIPTION OF 0.007 ACRES IN THE ROBERTSON STEVENSON LEAGUE SURVEY, ABSTRACT 54, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A CALLED 19.74 ACRE TRACT OF LAND DESCRIBED IN A DEED TO GREENS PRAIRIE INVESTORS, LTD. RECORDED IN VOLUME 7366, PAGE 294OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRB(T); SAID 0.007 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 518 inch iron rod with an orange plastic cap stamped "TARLOMAGNO RPLS 1562" found at the westerly end of Castle Rock Parkway {Variable width right-af-way,1017076 UPRBCT) and in the north line of a cal€ed 10.416 acre tract of (and described in a deed to the City of College Station recorded in Volume 6974, Page 241(OPRBCT), for a westerly corner of said 19,74 acres; THENCE, with the common line of said 19.74 acres and said 10.416 acres for the following three (3) courses and distances: 11 S75145' 41" W, for a distance of 199.67 feetto a 112 inch iron rod found bent for a northwesterly corner of said 10.416 acres; 2) S 37' 2T 26' W, for a distance of 238.44 feet to the POINT OF BEGINNING hereof, from which the City of College Station Monument CS94-138 bears N 67' 21' 20" E, a distance of 5,921.45 feet; 3) 5 37' 2T 28" W, for a distance of 99.76 feet to a point for corner; THENCE, through said 19.74 acres for the following Ihree (3) courses and distances: n N34'(13'2WF, for adistance of16.71 feel toapoint for corner; 2) N 33° 25' 58" E, for a distance of 73.90feet toa point for corner; 3) N 70° 55' 08' E, for a distance of 11,21 feet to the POINT OF BEGINNING hereof and containing 0.007 acres, more or less. Surveyed on the ground January 2n25 under my supervision. The bearing basis for this surveg is based on the Texas State Plane Coordinate System of 1963 (NA083), Central Zane, Grid North as established from GPS observation using the Leica Smartnet NA083 (NA2011) Epoch 2010 Multi -year COPS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.000099993528386 (Calculated using GEDiD12B). mATHA.4 PAUL KERR Nathan Paul Kerr v Registered ProfessilInal Land Surveyor No. 6834 24-1520 0.007 AC M&B.docx KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Dr. Bryan, TX 778112 Office: (979) 268-31951 Web: www.kerrlandsurveuina.M SurveusAerrsurveuinu.net I TBPELS Firm No.10018500 11Pa9e ORDINANCE NO. 2025-4592 Page 5 of 13 0.873 ACRES <K E R R FIELD NOTEOF A CRIPTION "SURVEY I N G 0.873 ACRE TRACT ROBERT STEVENSON LEAGUE SURVEY, ABSTRACT54 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.873 ACRES IN THE ROBERTSON STEVENSON LEAGUE SURVEY, ABSTRACT 54, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A CALLED 19.74 ACRE TRACT OF LAND DESCRIBED IN A DEED TO GREENS PRAIRIE INVESTORS, LTD. RECORDED IN VOLUME 7365, PAGE 294 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.873 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 5113 inch iron rod with an orange plastic cap stamped "CARLOMAGNO RPL51562" found at the westerly end of Castle Rack Parkway (variable width right-of-way,10174/176 OPRBCT) and in the north line of a called 10.416 acre trad of land described in a deed to the City of College Station recorded in Volume 6974, Page 241(OPRBCT), for a westerly corner of said 19.74 acres; THENCE, with the common line of said 19.74 acres and said 10.416 acres for the following eighf (8) courses and distances: 1) 5 75' 45' 41" W, fora distance of 199-57 feet to a 112 inch iron rod found bent for a northwesterly corner of said 10.416 acres; 2) 5 37' 2T 28" W, fora distance of 383.68 feet to a paint for corner; 3) 5 24' 08' 01" W, for a distance of 2.51 feet to the POINT OF BEGINNING hereof, from which the City of College Station Monument C594-138 bears N 66' 39' 13" E, a distance of 5.049.65 feet; 4) 5 24' 08' 01' W, for a distance of 140.62 feet to a point for corner; 5) 5 73' 27' 09" W, for a distance of 317.77 feet to a point for corner; 6) 5 47' 17' 22' W, for a distance of 108.60 feet to a paint for corner; 7) 5 05128' 07" W, for a distance of 100.09 feet to a point for corner; 8) 5 39' 39' 40' W, for a distance of 14.36feetto a point for corner; THENCE, through said 19.74 acres for the fallowing eighteen (18) courses and distances: 11 N 29' 02' 44" W, for a distance of 27.75 feet to a paint for corner; 2) N 07' 11' 18" W, for a distance of 22-91 feet to a point for corner; 3) N 02' 43' 39' E, for a distance of 42.36 feet to a point for corner; 4) N 46' 57' 34" E, for a distance of 41.65 feet to a point for corner; 5) N 48' 22' 40" E, for a distance of 23.85 feet to a point for corner; 6) N 31' 76' 27" E, for a distance of 12.73 feet to a paint far corner; 7) N 12' 40' 49" E, for a distance of 44.33 feet to a point for corner; 8) N 02' 36' 13" E, for a distance of 21.10 feet to a point for corner; 9) N 61' 46' 53' E, for a distance of 46.69 feet to a point for corner; 10) 5 88' 12' 39" E, for a distance of 28.93 feet to a point for corner; 11) N 61' 23' 57" E, for a distance of 14.76 feet to a point for corner, IIPage 24-1528 0.873AC MErB.docx ORDINANCE NO. 2025-4592 Page 6 of 13 0.873 ACRES 12) N 53' 46' 27' E, for a distance of 27.02 feet to a point for corner; 13) N 33' 21' 52" E, for a distance of 28.26 feet to a point for corner; 14) N 28" 12' 57' E, for a distance of 25.91 feet to a point for corner; 15) N 41' 11' 50" E, for a distance of 38.80 feet to a point for corner; 16) N 64' 57' 28' E, for a distance of 31.07 feet to a point for corner; 17) N 82' 25' 48' E, for a distance of 26.46 feet to a point for Corner; 1B) N173" 37' 55" E, for a distance of 204.93 feet to the POINT OF BEGINNING hereof and containing 9.873 acres, more or less. Surveye the r and Jan ary 25 under my supervision. The bearing basis for this survey is based an the Texas State P€ane Coordi a Sys, at 198 N 31, Central Zone, Grid North as established from GPS observation using the Leica Smartnet NA083 (N iJ E ul - r CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (no fid ar divide b combined scale factor of 1.000099993528385 (calculated using GE01012B). 1/22/25 athan Paul Kerr Registered Profes nal Land Surveyor No.5834 NATHAN PAUL KERR ............................... 6834 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcre5t Dr. Bryan, TX 77802 office: (979) 268-31951 Web: www.kerrlandsurveuinQ.com 5urveusfa)kerrsurveuinn.net I TBPELS Firm No.10018500 24-1528 0.873 AC MSB.docx 21?age. ORDINANCE NO. 2025-4592 Page 7 of 13 1.181 ACRES <K E R R FIELD NOTES DESCRIPTION `SURVEYING OFA 1.181 ACRE TRACT ROBERT STEVENSON LEAGUE SURVEY, ABSTRACT 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 1.181 ACRES IN THE ROBERTSON STEVENSON LEAGUE SURVEY, ABSTRACT 54, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A CALLED 19.74 ACRE TRACT OF LAND DESCRIBED IN A DEED TO GREENS PRAIRIE INVESTORS, LTD. RECORDED IN VOLUME 7366, PAGE 294 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 1.181 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 51B inch iron rod with an orange plastic cap stamped "CARLOMAGNO RPL51562" found at the westerly end of Castle Rock Parkway (variable width right•of•way,101741176 OPRB(T) and in the north line of a called 10.416 acre tract of land described in a deed to the City of College Station recorded in Volume 6974, Page 241(OPRBCT), for a westerly corner of said 19.74 acres; THENCE, with the common line of said 19.74 acres and said 10.416 acres for the following two (2) courses and distances: 1) 575" 45' 41" W, fora distance of 199.67 feet to a 112 inch iron rod found bent for a northwesterly corner of said 10.416 acres and being the POINT OF BEGINNING hereof, from which the City of College 5tation Monument C594-138 bears N 68' 32' 49" E, a distance of 5,715.98 feet; 2) 5 37" 27' 2B" W, for a distance of 221.10 feet to a point for corner; THENCE, through said 19.74 acres for the fallowing seven (7) courses and distances: 1) S 86" 51' 47" W, for a distance of 165.45 feet to a point for corner,- 2) N 63" 52' 01" W, for a distance of 55.65 feet to a point for corner; 3) With a curve to the left, having a radius of 125.00 feet, an arc length of 63.86 feet, a delta angle of 29" 16' 12", and a chord which bears N 11" 29' 53" E, a distance of 63.17feet, to a point for corner; 4) N 03" 08' 13" W, for a distance of 97.23 feet to a point for corner; 5) N 86" 51' 47" E, for a distance of 328.43 feet to a paint for corner; 11Pit99 24-1528 1.181 A[ MSB.docx ORDINANCE NO. 2025-4592 Page 8 of 13 hf 1.101 ACRES 6) With a curve to the left, having a radius of 530.00 feet, an arc length of 10.00 feet, a delta angle of 01" 04' 51", and a chord which bears N 86' 19' 21" E, a distance of 10.00 feet, to a point for corner; 7) 514" 14' 19" E, fora distance of 18.10 feet to the POINT OF BEGINNING hereof and containing 1.181 acres, more or less. Surveyed n the ground January 2025 under my supervision. The bearing basis for this survey is based on the Texas St a Pla Coor mate System of 1983 (NA083), Central Zone, Grid North as established from GP5 1 obsery n u g th ei Smartnet NA083 (NA2011) Epoch 2010 Multi -year COBS Solution 2 (MYCS2). Dis es d ribed are surface distances. To obtain grid distances (not grid areas) divide by a combined ca a 0 99352B386 (calculated using CE01012B). 1122/25 athan Paul.... o•,ct� NA7HA.V PAGt Registered ofessional Land Surveyor No. 6834 ••••..... • KERR 24-1528 1.181 A[ M&B.docx KERR SURVEYING Kerr Surveying, LLC 1171E Briarcrest Dr. Bryan, TX 77802 Office: (979) 268-31951 Web: www.kerriandsurveuinQ.com 5urveus(�kerrsurveuino.net I TBPELS Firm No.10018500 21Pa9e ORDINANCE NO. 2025-4592 Page 9 of 13 t t 4.84 ACRES �K E R R FIELD NOTES DESCRIPTION "SURVEYING oFA 4.84 ACRE TRACT ROBERT STEVENSON LEAGUE SURVEY, ABSTRACT 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 4.84 ACRES IN THE ROBERTSON STEVENSON LEAGUE SURVEY, ABSTRACT 54, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A CALLED 19.74 ACRE TRACT OF LAND DESCRIBED IN A DEED TO GREENS PRAIRIE INVESTORS, LTD. RECORDED IN VOLUME 7365, PAGE 294 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS IOPRBCT); SAID 4.84 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 RPL51562" found at the westerly end of Castle Rock Parkway (variable width right-of-way,10174/176 OPRBCT) and in the north line of a called 10.416 acre tract of land described in a deed to the City of College Station recorded in Volume 6974, Page 241(0PR13CT), for a westerly corner of said 19.74 acres; THENCE, with the common line of said 19.74 acres and said 10.416 acres for the following three (3) courses and distances: 1) S 7S" 45' 41" W, for a distance of 199.67 feet to a 112 inch iron rod found bent for a northwesterly corner of said 10.416 acres; 2) 5 37° 27' 28" W, for a distance of 221.10 feet to the POINT OF BEGINNING hereof, from which the City of College Station Monument IS94-138 bears N 67' 26' 22" E, a distance of 5,906.42 feet; 3) S 3711 27' 28" W, for a distance of 17.34 feet to a point for corner; THENCE, through said 19.74 acres for the following three (3) courses and distances: 1) 5 70' 55' 08" W, for a distance of 11.21 feet to a point for corner; 2) S 33D 25' 5B" W, for a distance of 73.90 feet to a point for corner; 3) S 34° 03' 26" W, for a distance of 16.71 feet to a point for corner an the common line of said 19.74 acres and said 10.416 acres; 24-1528 4.84 AC MGB.docx 1IPa9Q ORDINANCE NO. 2025-4592 Page 10 of 13 4.84 ACRES THENCE, with the common line of said 19.74 acres and said 10.416 acres for the following two (2) courses and distances: 1) 5 37" 27' 2B" W, for a distance of 45.49 feet to a 518 inch iron rod with an orange plastic cap stamped "CARLOMAGNO RPLS 1562" found; 2) 5 24' 08' 01" W, for a distance of 2.51 feet to a point for corner; THENCE, with the common line of said 19.74 acres and said 10.416 acres for the fallowing eighteen (18) courses and distances. 1) 5 73' 37' S5" W, for a distance of 204.93 feet to a paint for corner; 2) 5 82' 25' 48" W, for a distance of 26.46 feet to a point for corner; 3) 5 64' 57' 20" W, for a distance of 31.07 feet to a point for corner; 4) 5 41' 11' 50" W, for a distance of 38.88 feet to a point for corner; 5) 5 28" 12' 57" W, for a distance of 25.91 feet to a point for corner; 6) S 33' 21' 52" W, for a distance of 28.26 feet to a point for corner; 7) 5 53' 46' 27" W, for a distance of 27.02 feet to a point for corner; 8) 5 61' 23' S7" W, for a distance of 14.76 feet to a point for corner; 9) N 80' 12' 39" W, for a distance of 28.93 feet to a point for corner; 10) 5 611 46'53" W, for a distance of 46.69 feet to a paint for corner; 11) 5 020 36' 13" W, for a distance of 21.10 feet to a point for corner; 12) 512' 40' 49" W, for a distance of 44.33 feet to a paint for corner; 13) 5 31' 16' 27" W, for a distance of 12.73 feet to a paint for corner; 14) 5 48" 22' 40" W, for a distance of 23.85 feet to a point for corner; 15) 5 46' 57' 34" W, for a distance of 41.85 feet to a point for corner; 16) 5 02' 43' 39" W, for a distance of 42.36 feet to a point for corner; 17) 5 07' 11' 18" E, for a distance of 22.91 feet to a point for corner; 1B) 5 29° OF 44" E, for a distance of 27.75 feet to a point for corner on the common line of said 19.74 acres and said 10.416 acres; THENCE, with the common line of said 19.74 acres and said 10.416 acres, 5 39' 39' 40" W, for a distance of 277.01 feet to a point for corner on the north line of State Highway 40 - William 0. Fitch Parkway (right-of-way width varies 5884113 OPRBCT and Tx00T right-of-way plans), for the southeast corner of said 19.74 acres and 24.1528 4.84 AL MLrB.docx 1 21Pa9e ORDINANCE NO. 2025-4592 Page 11 of 13 4.94 ACRES being the southwest corner of said 10.416 acres, from which a 518 inch iron rod with a broken orange cap found bears N 43' 17' 33" E, a distance of 0.63 feet; THENCE, with the common line of State Highway 40 and said 19.74 acres for the following two (2) courses and distances: 1) S 85' 17' 12" W, for a distance of 0.19 feet to a concrete right-of-way marker found; 2) 5 06' 14' 30" W, for a distance of 47.08 feet to a point for corner for the south corner hereof; THENCE, through said 19.74 acres for the following five (5) courses and distances: 1) N 49011' 02" W, for a distance of 35.62 feetto a point for corner; 2) N 04' 36' 35" W, for a distance of 123.78 feetto a point for corner; 3) With a curve to the right, having a radius of 305.00 feet, an arc length of 118.42 feet, a delta angle of 22' 11' 18", and a chord which bears N 06' 29' 04" E, a distance of 117.69 feet, to a point for corner; 4) N 17' 34' 43" E, for a distance of 50.21 feetto a point for corner; 5) With a curve to the left, having a radius of 253.64 feet, an arc length of 246.66 feet, a delta angle of 55' 43' 03", and a chord which bears N 10' 16' 48" W, a distance of 237.05 feet, to a point for corner on the common line of said 19.74 acres and a portion of the remainder of a called 117.5 acre tract of land described in a deed to Ann Duke et al. recorded in Volume 11809, Page 184 (OPRBCT), for the northwest corner hereof, from which a 112 inch iron rod with a blue plastic cap stamped "KERR SURVEYING" found bears 5 42' 35' 24" W, a distance of 72.32 feet; THENCE, with the common line of said 19.74 acres and said portion of the remainder of 117.5 acres, N 42' 35' 19" E, for a distance of 213.66 feetto a point for corner; THENCE, through said 19.74 acres for the following five (5) courses and distances: 1) 5 25' 32' S1" E, for a distance of 186.29 feetto a point for corner; 2) N 63' 27' 09" E, for a distance of 372.76 feetto a point for corner; 3) With a curve to the left, having a radius of 125.OU feet, an arc length of B1.42 feet, a delta angle of 37' 19' 10", and a chord which bears N 44' 47' 34" E, a distance of 79.99 feet, to a point for corner; 4) 5 63" 52' 01" E, for a distance of 55.65 feetto a point for corner; 3 1 P a 9 e 24-1528 4.84 A[ MSB.docx ORDINANCE NO. 2025-4592 Page 12 of 13 4.84 ACRES 5) N 86' 51' 47" E, for a distance of 165.45 feet to the POINT OF BEGINNING hereof and containing 4.84 acres, more or less. Surveyed o the ground January 2025 under my supervision. The bearing basis for this survey is based on the Texas Stat Plan Coordi to System of 1983 (NAD83), Central Zone, Grid North as established from GP5 observati usi the c Smartnet NA083 (NA2011) Epoch 2010 Multi -year COBS Solution 2 (MYC52). Dista des ed he ' are surface distances. To obtain grid distances (not grid areas) divide by a combined sc a ct r .0000 93528386 (calculated using GE010128). I/22/25 s�: than Paul Ke7s;innaliLandSiuirvpyGrNa.6834 NAT4ipN PAI1L K7=Rrt Registered Prof ""6834 " KERR SURVEYING Kerr Surveying, LLI l 171B Briarcrest Dr. Bryan, TX 77802 0ffice, (979) 268-3195 l Web: www.kerrlandsurveuinQ.com Surveus0kerrsurveuinamet I TBPELS Firm No.10016500 24-1528 4.84 AC MFsB.dacx 41Paye 01 ORDINANCE NO. 2025-4592 Page 13 of 13 Exhibit B