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HomeMy WebLinkAboutORD 2023-29 - Bluffview PUD ZoningORDINANCE NO. / OZJ - 29 An Ordinance of the City Council of the City of Georgetown, Texas, amending part of the Official Zoning Map for approximately 68-acres of land in the Joseph Thompson Survey, Abstract No. 608, generally located at the northeast corner of FM 2243 and SW Bypass, from the Residential Single Family (RS) zoning district to the Planned Unit Development (PUD) zoning district with a base district of Residential Single -Family (RS) and Low Density Multifamily (MF-1); repealing conflicting ordinances and resolutions; including a severability clause; and establishing an effective date. Whereas, an application has been made to the City for the purpose of amending the Official Zoning Map, adopted on the 1211, day of June, 2012, for the specific Zoning District classification of the following described real property ("The Property"): Approximately 68-acres of land in the Joseph Thompson Survey, Abstract No. 608, generally located on the northeast corner FM 2243 and SW Bypass, as recorded in Document Number 2005090431of the Official Public Records of Williamson County, Texas, hereinafter referred to as "The Property"; and Whereas, public notice of such hearing was accomplished in accordance with State Law and the City's Unified Development Code through newspaper publication, signs posted on the Property, and mailed notice to nearby property owners; and Whereas, the Planning and Zoning Commission, at a meeting on March 2, 2021, held the required public hearing and submitted a recommendation of approval to the City Council for the requested rezoning of the Property; and Whereas, the City Council, at a meeting on March 9, 2021, held an additional public hearing prior to taking action on the requested rezoning of the Property. Now, therefore, be it ordained by the City Council of the City of Georgetown, Texas, that: Section 1. The facts and recitations contained in the preamble of this Ordinance are hereby found and declared to be true and correct, and are incorporated by reference herein and expressly made a part hereof, as if copied verbatim. The City Council hereby finds that this Ordinance implements the vision, goals, and policies of the Georgetown 2030 Comprehensive Plan and further finds that the enactment of this Ordinance is not inconsistent or in conflict with any other policies or provisions of the 2030 Comprehensive Plan and the City's Unified Development Code. Section 2. The Development Plan of the Planned Unit Development (PUD) District for the Bluffview PUD is hereby amended in accordance with the attached Exhibit C (PUD Ordinance Number: zo- 3 - Lj Page 1 of 2 Description: Bluffview PUD Amendment No. 1 Case File Number: 2019-4-PUD Date Approved: Exhibits A, B, C Attached 9, Lev-S, Development Plan), in accordance with the attached Exhibit A (Location Map) and Exhibit B (Legal Description) and incorporated herein by reference. Section 3. All ordinances and resolutions, or parts of ordinances and resolutions, in conflict with this Ordinance are hereby repealed, and are no longer of any force and effect. Section 4. If any provision of this Ordinance or application thereof to any person or circumstance shall be held invalid, such invalidity shall not affect the other provisions, or application thereof, of this Ordinance which can be given effect without the invalid provision or application, and to this end the provisions of this Ordinance are hereby declared to be severable. Section 5. The Mayor is hereby authorized to sign this ordinance and the City Secretary to attest. This ordinance shall become effective in accordance with the provisions of state law and the City Charter of the City of Georgetown. APPROVED on First Reading on the 9th day of March, 2021. APPROVED AND ADOPTED on Second Reading on the 141 day of , 202f. THE CITY O GEORGETOWN: Josh roeder - Ma APPROVED AS TO FORM: kye Masson City Attorney Ordinance Number: 7D-?,3 — Z-I Description: Bluffview PUD Amendment No. 1 Date Approved: 140AL 011 -toZ 3 ATTEST: 71d"t'i'mD4i�� Robyn Den ore, TRMC City Secretary Page 2 of 2 Case File Number: 2019-4-PUD Exhibits A, B, C Attached Im 3"® !-,0 IL� O` d FIELD NOTES 68.080-ACRE TRACT ALL THAT CERTAIN PARCEL OR TRACT OF LAND OUT OF THE JOSEPH THOMPSON SURVEY, ABSTRACT. NO. 608, WILLIAMSON COUNTY, TEXAS; BEING A PORTION OF THOSE TRACTS OF LAND AS CONVEYED TO A.C. WEIR PROPERTIES, LTD. BY SPECIAL WARRANTY DEED RECORDED IN DOCUMENT NO. 2005090431 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING for POINT OF REFERENCE at a %2" iron rod found on the northwest right-of-way line of F.M. Highway 2243 at the southwest corner of the Resubdivision of Riverview Estates, a subdivision as recorded in Cabinet K, Slides 51-53 of the Plat Records of Williamson County, Texas, said iron rod found also being on the east line of the above described A.C. Weir Properties, Ltd. Tract; Thence, with the northwest right-of-way line of F.M. Highway 2243, S18006'15"E a distance of 20.48 feet to a'/2" iron rod set with cap stamped TERRA FIRMA at the southeast corner of said A.C. Weir Properties, Ltd. Tract, and S59°34'32"W a distance of 314.07 feet to a %2" iron rod set with cap stamped TERRA FIRMA for the most southerly southeast corner and POINT OF BEGINNING of the herein described tract; THENCE, continuing with the northwest right-of-way line of F.M. Highway 2243, S59°34'32"W a distance of 115.32 feet to a 1/2" iron rod set with cap stamped TERRA FIRMA for the most southerly coiner of this tract; THENCE, along a curve to the left an arc distance of 37.42 feet, having a radius of 25.00 feet, and a chord which bears N16°42'02"E a distance of 34.02 feet to a %2" iron rod set with cap stamped TERRA FIRMA at a point of tangency; THENCE N26010'27"W a distance of 283.55 feet to a 1/2" iron rod set with cap stamped TERRA FIRMA for an inside corner of this tract; THENCE S63049'33 "W a distance of 170.81 feet to a- %2" iron rod set with cap stamped TERRA FIRMA at an angle point; THENCE S59°19'55"W a distance of 261.37 feet to a 1/z" iron rod set with cap stamped TERRA FIRMA on the proposed east right-of-way line of the proposed State Highway No. 29 Bypass, from which a 1/2" iron rod found with cap stamped "Diamond" bears S30°40'05"E a distance of 257.86 feet; THENCE, with the proposed east right-of-way line of said proposed State Highway No. 29 Bypass, the following four (4) courses: 1) N30°40'05"W a distance of 406.16 feet to a 1/2" iron rod found with cap stamped "Diamond" at an angle point; 2) N30°54'41 "W a distance of 684.43 feet to a %2" iron rod found with cap stamped "Diamond" at an angle point; 3) N40°22'42"W a distance of 629.23 feet to a %" iron rod found with cap stamped "Diamond" at a point of curvature of a curve to the right; and 4) Along said curve to the right an arc distance of 368.91 feet, having a radius of 6870.00 feet, and a chord which bears N24°52'26"W a distance of 368.87 feet to a 1/2" iron rod set with cap stamped TERRA FIRMA for the most westerly corner of this tract; THENCE N26°29'39"E a distance of 1,134.86 feet to a %2" iron rod set with cap stamped TERRA FIRMA at an angle point; THENCE NO1 °27'46"E pass a %2" iron rod set for reference with cap stamped TERRA FIRMA at 826.03 feet, and continuing on for a total distance of 911.03 feet to a point at the approximate centerline of the South San Gabriel River for the northwest comer of this tract; THENCE, with the approximate centerline of the South San Gabriel River, N75°35'38"E a distance of 127.94 feet to a point for the northeast coiner of this tract; THENCE, with the west line of said Resubdivision of Riverview Estates, the following twenty-four (24) courses: 1) S18°48'46"E, pass a %Z" iron rod found at a distance of 65.65 feet, and continuing on for a total distance of 90.35 feet to a %2" iron rod found at an angle point; 2) S20°34'37"E, pass a %Z" iron rod found at a distance of 71.61 feet, and continuing on for a total distance of 483.07 feet to a %" iron rod found at an angle point; 3) S19°33'44"E a distance of 325.99 feet to a %" iron rod set with cap stamped TERRA FIRMA at an angle point; 4) S14°40'14"E a distance of 77.23 feet to a %2" iron rod found at the most westerly southwest corner of Lot 8, Block V of said Resubdivision of Riverview Estates for an interior corner of this tract; 2 5) N72°02'33 "E a distance of 28.27 feet to a %2" iron rod set with cap stamped TERRA FIRMA at an interior corner of said Lot 8, Block `E' for an exterior coiner of this tract; 6) S30°30'57"E a distance of 46.31 feet to a 1/2" iron rod set with cap stamped TERRA FIRMA at an angle point; 7) S20°59'57"E a distance of 70.29 feet to a 60D nail found on the north right-of-way line of River Down Road; 8) S18°15'27"E a distance of 49.97 feet to a %2" iron rod set on the south right-of-way line of River Down Road; 9) S20°23'07"E a distance of 161.74 feet to a %2" iron rod found at an angle point; 10) S 19°48'07"E a distance of 150.06 feet to a %2" iron rod found at an angle point; 11) S20004' 17"E a distance of 127.72 feet to a %2" iron rod found at an angle point; 12) S 19'01'36"E a distance of 44.65 feet to a %2" iron rod found at an angle point; 13) S19°20'25"E a distance of 149.00 feet to a %2" iron rod found at an angle point; 14) S20°11'22"E a distance of 150.99 feet to a %2" iron rod set with cap stamped TERRA FIRMA at an angle point; 15) S20°23'22"E a distance of 151.07 feet to a 1/2" iron rod found at an angle point; 16) S21 °59'08"E a distance of 123.93 feet to a %2" iron rod found at an angle point; 17) S21°54'24"E a distance of 133.88 feet to a 1/2" iron rod found on the north right-of-way line of Bent Tree Drive; 18) S22°07'34"E a distance of 50.02 feet to a 1/2" iron rod found on the south right-of-way line of Bent Tree Drive; 19) S21°48'52"E a distance of 180.94 feet to a %2" iron rod found at an angle point; 20) S21 °31'44"E a distance of 229.94 feet to a %2" iron rod found at an angle point; 21) S21°00'07"E a distance of 78.31 feet to a %2" iron rod found at an angle point; 22) S18°30'47"E a distance of 8.80 feet to a %2" iron rod found at an angle point; 23) S19°52'38"E a distance of 85.88 feet to a %2" iron rod found at an angle point; and 3 24) S18°52'05"E a distance of 100.07 feet to a %2" iron rod set with cap stamped TERRA FIRMA for an outside coiner of this tract, from which a %2" iron rod found bears S18°52'05"E a distance of 60.04 feet; THENCE S59005'00"W a distance of 377.75 feet to a 1/2" iron rod set with cap stamped TERRA FIRMA for an inside corner of this tract; THENCE S15°45'55"E a distance of 327.28 feet to a %2" iron rod set with cap stamped TERRA FIRMA at a point of curvature of a curve to the left; THENCE along said curve to the left an are distance of 48.60 feet, having a radius of 267.50 feet, and a chord which bears S20058'l1"E a distance of 48.53 feet to a %2" iron rod set with cap stamped TERRA FIRMA at a point of tangency; THENCE S26010'27"E a distance of 330.75 feet to a %2" iron rod set with cap stamped TERRA FIRMA at a point of curvature of a curve to the left; THENCE along said curve to the left an arc distance of 41.12 feet, having a radius of 25.00 feet, and a chord which bears S73°17'58"E a distance of 36.64 feet to the POINT OF BEGINNING, and containing 68.080 acres of land, more or less. I HEREBY CERTIFY that these notes were prepared by Terra Fiima Land Surveying from a survey made on the ground on January 24, 2013 under my supervision and are true and correct to the best of my knowledge. Reference Terra Fhma urvey, Project No. A497-001-01. S Uro—-•t-�,o�•, �oNa�t�a� Q•� �. onathan O. Nobles Date Registered Professional Land Surveyor No. 5777 Client: Capital City Partners Date: March 6, 2013 WO No.: OA497-001-01/001 FB: 592/42, 639/19 File: J:\Projects\A497...\001-01...\Survey\Legal\A497-001-0168.080AC-FN.doc 4 �00 iEGENO O 4r Yy eetR rW �r.e.0 bo..r• m SURVEY PLAT OF A PORTION OF THE JOSEPH THOMPSON SURVEY, ABSTRACT NO. 608, WILLIAMSON COUNTY, TEXAS w�D lE5 IdgJv,e ran; e w.go, .xaem.n,n cwrty, imema, oa6 /r♦FTl7 ue wpm u°c� ime,°is � m9an.e a c�hc.oNo,em i.m., q necory .I w•omor. co°M. -am oL¢s .r�rr ue wq.n uacc u vw.n °...vwy. 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