The URL can be used to link to this page

Home My WebLink AboutORD 2021-82 - PUD Portman/Longhorn JunctionORDINANCE NO. 2-02-1— 9 Z An Ordinance of the City Council of the City of Georgetown, Texas, amending part of the Official Zoning Map to zone a 66.869-acre tract of land out of the L.J. Dyches Survey, Abstract No. 180 to the Planned Unit Development (PUD) zoning district with base zonings of General Commercial (C-3) and Industrial (IN); approximately 19.897-acres of said PUD being a rezoning from General Commercial (C-3) and Industrial (IN) and approximately 46.972-acres of said PUD being initial zoning, upon annexation, for the property generally located on the southeast corner of IH- 35 and SE Inner Loop; 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 121h day of June, 2012, for the specific Zoning District classification of the following described real property ("The Property"): 66.89 acres within the Lewis J. Dyches Survey, Abstract No. 180, generally located at the southeast corner of IH-35 and SE Inner Loop, as described in Exhibit B, 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 October 19, 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 October 26, 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 Official Zoning Map, as well as the Zoning District classification(s) for the Property is hereby amended provide initial zoning for approximately 46.972 acres and provide Ordinance Number: =k'T2, Page 1 of 2 Description: Portman/ Longhorn Junction PUD Case File Number: 2021-11-PUD Date Approved: 14"am-,6V 0� 1 Z27 Exhibits A, B, & C Attached rezoning of approximately 19.897-acres from General Commercial and Industrial to Planned Unit Development (PUD) with a base zone of General Commercial and Industrial in accordance with the attached Exhibit A (Location Map) and Exhibit B (Legal Description) and incorporated herein by reference Exhibit C (PUD Development Plan). 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 26th day of October 2021. APPROVED AND ADOPTED on Second Reading on the 911, day of November 2021. THE CITY Josh Sc Mayor GEORGETOWN: APPROVED AS TO FORM: Skye A7sso4 City Attorney Ordinance Number: _ IMI —1 1-- Description: Portman/ Longhorn Junction PUD Date Approved: Oeto► er 26 20 NjNt '�kqV ATTEST: 174 "a. 6/2ji�� Robyn D smore, TRMC City Secretary Page 2 of 2 Case File Number: 2021-11-PUD Exhibits A, B, & C Attached (�Ii)11CI i1 1n',WN u NOTICE MAP 2021-11-PUD K9Y oy. t vav ® Site N Parcels 0 0.13 0.25 L City Limits Mlles [� Georgetown ET3 METES & BOUNDS DESCRIPTION OF: TRACT A - 66.689 ACRES BEING A 66.689 ACRE (2,904,972 SQ. FT.) TRACT OF LAND LOCATED IN THE LEWIS J. DYCHES SURVEY, ABSTRACT 180. IN WILLIAMSON COUNTY, TEXAS; BEING A PORTION OF TRACT 4, CALLED 70 0893 ACRES, DESCRIBED TO LONGHORN JUNCTION LAND AND CATTLE COMPANY AS SHOWN ON INSTRUMENT RECORDED IN DOCUMENT NO. 2010002544 OF THE OFFICIAL PUBLIC RECORDS OF W I-LIAMSON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT A 1/2 INCH IRON ROD FOUND IN THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 35 (I.H. 35 - CALLED VARIABLE WIDTH R.O.W.) AT THE SOUTHWEST CORNER OF THE REPLAT OF KNUCKLE DOWN SUBDIVISION AS SHOWN ON PLAT RECORDED IN DOCUMENT NO. 2014093518 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; THENCE, ALONG THE SOUTH, EAST, AND NORTH BOUNDARY LINES OF SAID REPLAT OF KNUCKLE DOWN SUBDIVISION THE FOLLOWING THREE (3) COURSES AND DISTANCES: S74"54'29"E, A DISTANCE OF 360.55 FEET TO A 112 INCH IRON ROD FOUND FOR AN INTERIOR CORNER OF THIS TRACT; N08-38'17"E, A DISTANCE OF 284.29 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN INTERIOR CORNER OF THIS TRACT; N74"57'25"W, A DISTANCE OF 360.78 FEET TO A 1/2 INCH IRON ROD FOUND IN THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 FOR AN ANGLE CORNER OF THIS TRACT; THENCE, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1) N08"35'05"E, A DISTANCE OF 50.73 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN ANGLE CORNER OF THIS TRACT; 2) N08"25'07"E, A DISTANCE OF 245.83 FEET TO A CONCRETE HIGHWAY MONUMENT FOUND AT THE SOUTHWEST CORNER OF A CALLED 0.42 ACRE TRACT OF LAND DESCRIBED TO THOMAS UMSTATTD & UC2 LTD IN DOC. NO. 2002059000 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; FOR AN ANGLE CORNER OF THIS TRACT THENCE, ALONG THE SOUTH, EAST, AND NORTH BOUNDARY LINES OF SAID 0.42 ACRE TRACT THE FOLLOWING FIVE (5) COURSES AND DISTANCES: 1) S77-51'50"E, A DISTANCE OF 168.64 FEET TO A NAIL FOUND AT THE SOUTHEAST CORNER OF SAID 0.42 ACRE TRACT FOR AN INTERIOR CORNER OF THIS TRACT; 2) N38°29'18"E, A DISTANCE OF 49 92 FEET TO A 1/2 INCH IRON ROD FOUND AT THE EASTERLY NORTHEAST CORNER OF SAID 0.42 ACRE TRACT FOR AN INTERIOR CORNER OF THIS TRACT; 3) N64"01'08"W, A DISTANCE OF 59 75 FEET TO A NAIL FOUND FOR AN INTERIOR CORNER OF THIS TRACT; 4) N25"15'23"E, A DISTANCE OF 65 13 FEET TO A NAIL FOUND AT THE WESTERLY NORTHEAST CORNER OF SAID 0.42 ACRE TRACT FOR AN INTERIOR CORNER OF THIS TRACT; 5) N77"47'08"W, A DISTANCE OF 134.06 FEET TO A 1/2 INCH IRON ROD FOUND IN THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 AND AT THE NORTHWEST CORNER OF SAID 0.42 ACRE TRACT FOR AN ANGLE CORNER OF THIS TRACT; THENCE, WITH THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 THE FOLLOWNG THREE (3) COURSES AND DISTANCES 1) N18°22'05"E, A DISTANCE OF 332.79 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN ANGLE CORNER OF THIS TRACT; 2) N18°30'30"E, A DISTANCE OF 399.68 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN ANGLE CORNER OF THIS TRACT; 3) N18"18'56"E, A DISTANCE OF 94.81 FEET TO A 1/2 INCH IRON ROD FOUND AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 AND THE SOUTHERLY RIGHT-OF-WAY LINE OF SOUTHEAST INNER LOOP (CALLED 180 FOOT R.O.W. WIDTH), FOR THE NORTH CORNER OF THIS TRACT; (CONTINUED ON PAGE 2) SURVEYOR'S NOTES: THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS STATE COORDINATE SYSTEM GRID, CENTRAL ZONE (FIPS 4203) (NAD'83), AS DETERMINED BY THE GLOBAL POSITIONING SYSTEM (GPS). THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. A BOUNDARY EXHIBIT AND A LINE & CURVE TABLE WERE CREATED IN CONJUNCTION WITH THIS METES & BOUNDS DESCRIPTION. THIS DOCUMENT WAS PREPARED UNDER 22 TEXAS ADMINISTRATIVE CODE 138.95, DOES NOT REFLECT THE RESULTS OF AN ON THE GROUND SURVEY, AND IS NOT TO BE USED TO COVEY OR ESTABLISH INTEREST IN REAL PROPERTY EXCEPT THOSE RIGHTS AND INTERESTS IMPLIES OR ESTABLISHED BY THE CREATION OR RECONFIGURATION OF THE BOUNDARY OF THE POLITICAL SUBDIVISION FOR WHICH IT WAS PREARED. ZACHAAEITH P RUS REG41tRED PROFESSIONAL LAND SURVEYOR NO.6769 10814 JOLLYVILLE ROAD CAMPUS IV, SUITE 200 AUSTIN, TEXAS 78759 PH. (512) 572-6674 ZACH.PETRUS@KIMLEY-HORN.COM SURVEY\DWG\EXHIBITS\GT70 - LONGHORN JUNCTION ZONING EXHIBIT.DWG EXHIBIT "A" LEGAL DESCRIPTION OF TRACT A - 66.689 ACRES BEING A PORTION OF THE LEWIS J. DYCHES SURVEY, ABSTRACT 180 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS - ALTA. PLAT. TOPO. & TREE METES 6 BOUNDS DESCRIPTION OF: TRACT A- 66.689 ACRES (CONTINUED) THENCE, WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID SOUTHEAST INNER LOOP THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1) ALONG A CURVE TO THE RIGHT A CENTRAL ANGLE OF 89-58-51", A RADIUS OF 25.00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 63-07-51" EAST, A DISTANCE OF 35.35 FEET TO A 1/2 INCH IRON ROD FOUND AT AN ANGLE CORNER OF THE TRACT; 2) SOUTH 71-40'12" EAST, A DISTANCE OF 562.92 FEET FOR AN ANGLE CORNER OF THIS TRACT; THENCE, CROSSING INTO SAID TRACT 4 FOR THE FOLLOWING SEVEN (7) COURSES AND DISTANCES S18-21'18"W, A DISTANCE OF 300 00 FEET TO A POINT FOR AN INTERIOR CORNER OF THIS TRACT; S71 °40'12"E, A DISTANCE OF 217 11 FEET TO A POINT FOR AN ANGLE CORNER OF THIS TRACT; S03°38'54"W, AT 26 09' PASSING THE NORTHWEST CORNER OF A CALLED 0.1355 ACRE SAVE & EXCEPT TRACT DESCRIBED TO GEORGETOWN RAIL EQUIPMENT AS SHOWN ON INSTRUMENT RECORDED IN DOCUMENT NO. 9702743 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; THEN CONTINUING ALONG THE WEST BOUNDARY LINE OF SAID 0.1355 ACRE TRACT, IN ALL A DISTANCE OF 135.72 FEET TO A POINT AT THE SOUTHWEST CORNER OF SAID 0.1355 ACRE TRACT, FOR AN INTERIOR CORNER OF THIS TRACT; N80-56'32"E, ALONG THE SOUTH BOUNDARY LINE OF SAID 0.1355 ACRE TRACT, A DISTANCE OF 58 64 FEET TO A POINT AT THE SOUTHEAST CORNER OF SAID 0.1355 ACRE TRACT, FOR AN INTERIOR CORNER OF THIS TRACT; NO3-38'54"E, ALONG THE EAST BOUNDARY LINE OF SAID 01355 ACRE TRACT, AT 96.76' PASSING THE NORTHEAST CORNER OF SAID 0.1355 ACRE TRACT, IN ALL A DISTANCE OF 107 83 FEET TO A POINT FOR AN ANGLE CORNER OF THIS TRACT; S71 °40'12"E, A DISTANCE OF 192,72 FEET TO A POINT FOR AN INTERIOR CORNER OF THIS TRACT; N18°21'18"E, A DISTANCE OF 308.18 FEET TO A POINT OF CURVATURE IN THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID SOUTHEAST INNER LOOP, FOR AN ANGLE CORNER OF THIS TRACT; THENCE, IN A NORTHERLY DIRECTION, ALONG A CURVE TO THE LEFT, A CENTRAL ANGLE OF 15-42-01", A RADIUS OF 2109.89 FEET, A CHORD BEARING AND DISTANCE OF S84°34'01"E, 576.35 FEET, AND A TOTAL ARC LENGTH OF 578.15 TO A 1/2 INCH IRON ROD FOUND AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF GEORGETOWN INNER LOOP AND THE WESTERLY RIGHT-OF-WAY LINE OF BLUE SPRINGS BOULEVARD AS SHOWN ON INSTRUMENT RECORDED IN DOCUMENT NO, 2001021471 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; FOR AN ANGLE CORNER OF THE TRACT; THENCE, WITH THE WESTERLY AND NORTHERLY RIGHT-OF-WAY LINES OF SAID BLUE SPRINGS BOULEVARD THE FOLLOWING NINE (9) COURSES AND DISTANCES: ALONG SAID CURVE TO THE RIGHT WHOSE ELEMENTS ARE R= 25.00, L= 38.05 WHOSE CHORD BEARS S48°56'18"E, A DISTANCE OF 34.48 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF TANGENCY; S05°23'07"E, A DISTANCE OF 601.12 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF CURVATURE; ALONG SAID CURVE TO THE RIGHT WHOSE ELEMENTS ARE R= 755.00, L= 1302.14 WHOSE CHORD BEARS S44°01'08"W, A DISTANCE OF 1146.65 FEET TO A 112 INCH IRON ROD FOUND AT A POINT OF TANGENCY; N86"30'30"W, A DISTANCE OF 115.06 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF CURVATURE; ALONG SAID CURVE TO THE LEFT WHOSE ELEMENTS ARE R= 845.00, L= 508.47 WHOSE CHORD BEARS S76"11'36"W, A DISTANCE OF 500.83 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF TANGENCY; S59°00'13"W, A DISTANCE OF 115.02 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF CURVATURE; ALONG SAID CURVE TO THE RIGHT WHOSE ELEMENTS ARE R= 755.00, L= 650.56 WHOSE CHORD BEARS S83°36'57"W, A DISTANCE OF 630.62 FEET TO A 112 INCH IRON ROD FOUND AT A POINT OF TANGENCY; N71 "39'59"W, A DISTANCE OF 75,91 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF CURVATURE; ALONG SAID CURVE TO THE RIGHT WHOSE ELEMENTS ARE R= 25.00, L= 39.36 WHOSE CHORD BEARS N26°39'17"W, A DISTANCE OF 35.42 FEET TO A 1/2 INCH IRON ROD FOUND AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF SAID BLUE SPRINGS BOULEVARD AND THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35, FOR THE SOUTHWEST CORNER OF THIS TRACT; THENCE, WITH THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 35 THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1) N18-26-18"E, A DISTANCE OF 446.61 FEET TO A 112 INCH IRON ROD FOUND FOR AN ANGLE CORNER OF THIS TRACT; 2) N08-53'42"E, A DISTANCE OF 88.69 FEET TO THE POINT OF BEGINNING AND CONTAINING 66.6B9 ACRES, MORE OR LESS, IN THE COUNTY OF WILLIAMSON, TEXAS. THIS DOCUMENT WAS PREPARED IN THE OFFICES OF KIMLEY-HORN AND ASSOCIATES IN AUSTIN, TEXAS. SURVEYOR'S NOTES: THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS STATE COORDINATE SYSTEM GRID, CENTRAL ZONE (FIPS 4203) (NAD'83), AS DETERMINED BY THE GLOBAL POSITIONING SYSTEM (GPS). THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. A BOUNDARY EXHIBIT AND A LINE & CURVE TABLE WERE CREATED IN CONJUNCTION WITH THIS METES & BOUNDS DESCRIPTION. THIS DOCUMENT WAS PREPARED UNDER 22 TEXAS ADMINISTRATIVE CODE 138.95, DOES NOT REFLECT THE RESULTS OF AN ON THE GROUND SURVEY, AND IS NOT TO BE USED TO COVEY OR ESTABLISH INTEREST IN REAL PROPERTY EXCEPT THOSE RIGHTS AND INTERESTS IMPLIES OR ESTABLISHED BY THE CREATION OR RECONFIGURATION OF THE BOUNDARY OF THE POLITICAL SUBDIVISION FOR WHICH IT WAS PREARED. ZACHAnEITH P RUS REGI RED PROFESSIONAL LAND SURVEYOR NO.6769 10814 JOLLYVILLE ROAD CAMPUS IV, SUITE 200 AUSTIN, TEXAS 78759 PH, (512) 572-6674 ZACH.PETRUS@KIMLEY-HORN.COM SURVEY\DWG\EXHIBITS\GT70 - LONGHORN JUNCTION ZONING EXHIBIT.DWG EXHIBIT "A" LEGAL DESCRIPTION OF TRACT A - 66.689 ACRES BEING A PORTION OF THE LEWIS J. DYCHES SURVEY, ABSTRACT 180 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS -ALTA. PLAT, TOPO. & TREE SOL, REMAINDER 4 OF) TRACTNORTH G1 rc,ST�/yN CALLED 70.0893 ACRES L13 �¢ 0 '80R_ WR Lpop LONGHORN JUNCTION LAND AND CATTLE COMPANY DOG. NO. 2010002544 0 250 500 OPRWC C2 C3 GRAPHIC SCALE IN FEET L 1 w 6 � L18 L19 (PORTION OF) 04 LTD PKF TRACT 4 J CALLED 12.6894 ACRES THOMAS V L TO ALLED 0.1355 ACRES CALLED 70 0893 ACRES LONGHORN JUNCTION LAND 8 Uc2 LTD L9 SAVE & EXCEPT TO LONGHORN JUNCTION AND CATTLE COMPANY 0 42 ACRES PKF DOC. NO. 2010002544 DOC. NO. 2002059900 GEORGETOWN RAIL LAND AND CATTLE COMPANY OPRWC OPRWC L8 EQUIPMENT DOC. NO 2010002544 LS DOC. NO. 9702743 OPRWC h L7 OPRWC PKF /� L3 TRACT A BLUE SPRINGS BLVD P.O.B. 66.689 ACRES Doco.2aa1oz (TRACT A) (CALLED 90'R.O.W. WIDTH) NO. 1l2" IRF (2,904,972 SQ. FT.) OPRWC NDLE OFFICE LLC M L T LOTS 1& 2 REPLAT OF KNUCKLE DOWN L27 SUBDIVISION �. DOC NO. 2015093618 3 OPRWC L23 lk;o m C5 BL uE gpR%N c�IV F� �r� N,�3pej�! Q C7 V REMAINDER OF !.j L25 CALLED 94.1189 ACRES �` WILLIAMSON COUNTY Lu DOC. NO. 2001021470 ro � TRACT2 LEGEND: oPRwc Q+ TRACTI CALLED 12.1313 ACRES P.O.C. = POINT OF COMMENCING CALLED 7.4861 ACRES LONGHORN JUNCTION LONGHORN JUNCTION LAND AND CATTLE COMPANY P.O.B. = POINT OF BEGINNING LANDAND DOC NO 2010002544 CATTLE COMPANY OPRWC IRFC = IRON ROD W/CAP FOUND DOC. NO.201 D002544 COUNTY ROAD 116 OPRWC PKF = MAG NAIL FOUND CALLED 1 0625 ACRE R O.W. DEDICATION PRWC = PLAT RECORDS DOC NO 2002039915 OPRWC WILLIAMSON COUNTY LINE TYPE LEGEND DRWC = DEED RECORDS WILLIAMSON COUNTY BOUNDARY LINE OPRWC = OFFICIAL PUBLIC RECORDS PROPERTY LINE WILLIAMSON COUNTY THIS EXHIBIT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SURVEY AND DOES NOT O = 1/2"IRON ROD FOUND REFLECT THE LOCATION OF ANY EXISTING EASEMENTS. THIS IS NOT A LAND TITLE SURVEY SURVEYOR'S NOTES: o = CALCULATED POINT THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS STATE COORDINATE SYSTEM GRID, CENTRAL ZONE (FIPS 4203) (NAD'83), AS DETERMINED BY THE GLOBAL POSITIONING SYSTEM (GPS). THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. A METES & BOUNDS DESCRIPTION AND A LINE & CURVE TABLE WERE CREATED IN CONJUNCTION WITH THIS EASEMENT BOUNDARY EXHIBIT. THIS DOCUMENT WAS PREPARED UNDER 22 TEXAS ADMINISTRATIVE CODE 138.95, DOES NOT REFLECT THE RESULTS OF AN ON THE GROUND SURVEY, AND IS NOT TO BE USED TO COVEY OR ESTABLISH INTEREST IN REAL PROPERTY EXCEPT THOSE RIGHTS AND INTERESTS IMPLIES OR EXHIBIT „A" ESTABLISHED BY THE CREATION OR RECONFIGURATION OF THE BOUNDARY OF THE POLITICAL SUBDIVISION FOR WHICH IT WAS BOUNDARY EXHIBIT OF PREARED. TRACT A - 66.689 ACRES BEING A PORTION OF THE LEWIS J. DYCHES SURVEY, ABSTRACT 180 ZACHpykEITH P RUS ID CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS REGI RED PROFESSIONAL MLAND SURVEYOR N0. 6769�� 10814 JOLLYVILLE ROAD CAMPUS IV, SUITE 759 10814 JOLLYVILLE ROAO,CAMPU8iV, TEL. NO.(512) 418-1771 AUSTIN, TEXAS 78759 SUITE 200, AUSTIN, TEXAS 78758 FIRM x10194624 WWW.KIMLEV-HORN.COM PH. (512) 572-6674 Scale Drawn b Checked by DatePrciect No. Sheet Nc ZACH.PETRUS@KIMLEY-HORN.COM 1,=500' MJM ZKP 9/212021 069292200 3OF4 %TEN. JENNA 9I2/2021 8,01 PM K:VAUS SURVEAAUSTiN SURVEY PROJECTSVO21 - Si1 ICJ PORTON)-GEORGETOWN 70 ACRES -LONGHORN JUNCTION -ALTA, PLAT. TOPO. &TREE SURVEY\DWG\EXHIBITS\GT70 - LONGHORN JUNCTION ZONING EXHIBIT.DWG LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 N74°54'29"W 360.55' L10 N77°47'08"W 134.06' L19 NO3°38'54"E 107.83' L2 S08°38'17"W 284.29' L11 N18°22'05"E 332.79' L20 S71°40'12"E 192.72' L3 S74°57'25"E 360.78' L12 N18°30'30"E 399.68' L21 N18°21'18"E 308.18' L4 S08°35'05"W 50.73' L13 N18°18'56"E 94.81' L22 S05°23'07"E 601,12' L5 N08°25'07"E 245.83' L14 S71°40'12"E 562.92' L23 N86°30'30"W 115.06' L6 S77°51'50"E 168.64' L15 S18°21'18'W 300.00' L24 N59°00'13"E 115.02' L7 N38°29'18"E 49.92' L16 S71 °40'12"E 217.1 V L25 N71 °39'59"W 75.91' L8 N64°01'08"W 59.75' 1 L17 S03°38'54'W 135.72' L26 S18°26'18'W 446.61' L9 N25°15'23"E 65.13' L18 N80°56'31"E 58.64' L27 S08°53'42"W 88.69' CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD Cl 89°58'51" 25.00' 39.26' N63°07'51"E 35.35' C2 15°42'01" 2109.89' 578.15' S84°34'01"E 576.35' C3 87*11'57" 25.00' 38.05' S48°56'18"E 34.48' C4 98°49'03" 755.00' 1302.14' S44°01'08"W 1146.65' C5 34°28'38" 845.00' 508.47' S76°11'36'W 500.83' C6 49*22'12" 755.00' 650.56' S83°36'57"W 630.62' C7 90°11'50" 25.00' 39.36' S26°39'17"E 35.42' THIS EXHIBIT WAS PREPARED \MTHOUT THE BENEFIT OF A TITLE SURVEY AND DOES NOT REFLECT THE LOCATION OF ANY EXISTING EASEMENTS. THIS IS NOT A LAND TITLE SURVEY. SURVEYOR'S NOTES: THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS STATE COORDINATE SYSTEM GRID, CENTRAL ZONE (FIPS 4203) (NAD'83), AS DETERMINED BY THE GLOBAL POSITIONING SYSTEM (GPS). THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. A METES & BOUNDS DESCRIPTION AND BOUNDARY EXHIBIT WERE CREATED IN CONJUNCTION WITH THIS LINE & CURVE TABLE. THIS DOCUMENT WAS PREPARED UNDER 22 TEXAS ADMINISTRATIVE CODE 138.95, DOES NOT REFLECT THE RESULTS OF AN ON THE GROUND SURVEY, AND IS NOT TO BE USED TO COVEY OR ESTABLISH INTEREST IN REAL PROPERTY EXCEPT THOSE RIGHTS AND INTERESTS IMPLIES OR ESTABLISHED BY THE CREATION OR RECONFIGURATION OF THE BOUNDARY OF THE POLITICAL SUBDIVISION FOR WHICH IT WAS PREARED. -- 4, ZACH EITH P RUS REGI RED PROFESSIONAL ..... I* ZA7N, LAND SURVEYOR NO. 6769 10814 JOLLYVILLE ROAD 769 CAMPUS IV, SUITE 200 i0�1, AUSTIN, TEXAS 78759 S PH. (512) 572-6674 ZACH.PETRUS@KIMLEY-HORN. COM WEN, JENNA 9/2/2021 5:01 PM K 1AUS SURVEYIAUSTIN SURVEY PROJECTSQ021 - 111 SURVEY\DWG\EXHIBITS\GT70 - LONGHORN JUNCTION ZONING EXHIBIT.DWG EXHIBIT "A" LINE & CURVE TABLE FOR THE BOUNDARY EXHIBIT OF TRACT A - 66.689 ACRES BEING A PORTION OF THE LEWIS J. DYCHES SURVEY, ABSTRACT 180 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS PLAT. TOPO, & TREE Longhorn Junction - Portman Industrial Planned Unit Development Development Plan Exhibit A A. PROPERTY The Longhorn Junction - Portman Industrial Planned Unit Development District is located on the southeast corner SE Inner Loop and Blue Spring Boulevard and encompasses approximately 66.689 ACRES, described as 66.689 ACRES BEING A PORTION OF THE LEWIS J. DYCHES SURVEY, ABSTRACT 180 recorded in Document 010002544, Official Public Records of Williamson County, herein defined as the "property". B. PURPOSE The purpose of the Planned Unit Development (PUD) is to allow for a speculative large - format industrial development with dual loading docks and a strip of commercial uses along the IH-35 gateway corridor entering the City of Georgetown. The PUD zoning is intended to allow for minor modifications to certain sections of the City of Georgetown Unified Development Code (UDC) and to provide a superior development for the residence of Georgetown. The industrial portion of the rezoning will have a base zoning of Industrial (IN) and will be developed as Phase 1 of the development. The commercial portion of will have a base zoning of General Commercial (C-3) and will be referred to as Phase 2. This PUD serves to augment and/or modify the standards for development outlined in the City's Unified Development Code (UDC) in order to implement the vision for the property and insure a cohesive, quality development not otherwise anticipated by the underlying base zoning district. In accordance with UDC Section 4.06.010.0 "Development Plan Required", this Development Plan titled Exhibit A is a summary of the development and design standards for the property. C. APPLICABILITY AND BASE ZONING In accordance with UDC Section 4.06.010.A "Compatibility with Base Zoning District", all development of the property shall conform to the base zoning district of Industrial (IN) and General Commercial (C-3). Except for those requirements specifically deviated by this Development Plan, all development standards established in the most current version of the UDC at time of development shall be applicable, including amendments or ordinances adopted after the date of this PUD. In the case that this Development Plan does not address a specific item, the City of Georgetown UDC and any other applicable Ordinances shall apply. In the event of a conflict between the regulations of this PUD and the regulations of the base zoning district, the PUD shall control. D. CONCEPTUAL LAND PLAN A Conceptual Land Plan has been attached to this Development Plan as Exhibit C to illustrate the land uses and design intent for the Property by designating the property into two (2) different zones: Zone A (General Commercial Zone). This zone comprises of approximately 20 acres and constitutes the portion of the PUD that fronts on the I-35 frontage road to be developed with general commercial and service uses. This zone extends approximately 300 feet in depth from the edge of the right-of-way. Zone B (Industrial Zone). The zone is approximately 46 acres and constitutes phase 1 of the development. The Conceptual Land Plan is intended to serve as a guide to illustrate the general vision and design concepts and is not intended to serve as a final document. As such, the proposed building and parking configurations are subject to refinement at time of Site Plan review. Approval of this PUD, Development Plan, and Conceptual Land Plan does not constitute approval of a Site Plan per Section 3.09 of the UDC. E. LAND USES The proposed uses for the Property include a mix of industrial uses with supporting general commercial, office, services and other similar uses. Exhibit D includes a list of permitted and prohibited uses within Zones A and B as described below. 1. Uses Permitted by Right ("P"). 2. Uses Permitted with Limitations ("L"). These uses may be permitted provided that it meets additional standards referenced in the far right "Note" column of the table 3. Uses Permitted with Special Use Permit ("S"). These uses may be permitted subject to approval of a Special Use Permit by the City Council. Uses that require a Special Use Permit must also comply with the additional standards referenced in the far right "Note" column of the table; and 4. Prohibited Uses F. Architectural and Building Design Standards. The Architectural and Building design standards shall be in accordance with the requirements set forth in Section 7.03 of the UDC except where varied here for properties in zone B. Properties in zone A shall be in full compliance with the UDC. I. UDC Sec. 7.03.040.C. Roof Styles. The following types of roof styles are prohibited: 1. Mansard roofs and canopies without a minimum vertical distance of eight feet and at an angle not less than 25 degrees and not greater than 70 degrees; 2. Roofs less than or equal to a 2-to-12 pitch unless full parapet coverage is utilized; An administrative exception may be granted to reduce the parapet coverage when all mechanical equipment has been screened to the minimum standards of the UDC and visual interest is still achieved. Full parapet coverage can vary in heights based on the articulation requirements 3. Back -lit awnings used as a mansard or canopy roof. II. UDC Sec. 7.03.040.D.Roof Treatments. Parapets shall be used on all flat roofs and meet the following minimum requirements: a. Parapet heights will vary according to the following — Parapet heights and or mechanical screening will be determined in order to provide full screening of mechanical equipment located on the 1/4" per foot sloped roof from view of adjacent properties at the shared property line and centerline of adjacent rights -of -way. A line - of -sight exhibit with an administrative exception to confirm mechanical equipment screening. b. Parapet and or mechanical screen heights will be determined in order to provide full screening of mechanical equipment located on the 1/4" per foot sloped roof from view of adjacent properties at the shared property line and centerline of adjacent right - of ways. C. Parapets shall adhere to the vertical and horizontal requirements for the relevant building wall as described in Subsection 7.03.040.0 above; d. Where parapets are required, parapets shall require cornice detailing. Coping cap is an acceptable cornice treatment. e. Parapets shall consist of similar materials and colors as the building walls; f. Parapets shall not be considered during calculations for building height to determine articulation requirements. III. UDC Sec. 7.03.040 E. Primary Entrances. 1. Any front entry to a building shall be set back from the drive aisle a minimum distance of 15 feet. 2. Primary entry shall incorporate at least two (2) or more of the following: Recessed, projection, parapets, raised corniced parapet over entry, canopy, portico, arched, peaked roof with arcade, integral planters or enhanced glazing. 3. Pedestrian routes shall be provided between the parking and building(s) IV. UDC Sec. 7.03.050.C.1.a - Building Articulation. Horizontal Articulation (Footprint). a. No Loading Dock Walls shall extend laterally for a distance greater than three times the building's average height without horizontal articulation consisting of overlapping tilt wall panels. The overlap thickness is vary based on the thickness of the tilt wall panel. No Non -Loading Dock Walls shall extend laterally for a distance greater than three times the building's average height without horizontal articulation consisting a perpendicular offset of at least ten percent (10%) of such height. b. Where the length of the wall is less than 60 feet, articulation is not required. c. The perpendicular offset shall extend laterally for a distance equal to at least seventy-five percent (75%) of the building's average height on Non -Loading Dock Walls d. The perpendicular and lateral offset(s) may be divided and distributed throughout the length of the wall if the applicant demonstrates, to the satisfaction of the Director, that the intent of this section has been met. V. Sec. 7.03.050.C.2. - Building Articulation --Vertical Articulation (Elevation). a. No Loading Dock Walls shall extend laterally for a distance greater than three times the building's average height without vertical articulation consisting of a vertical elevation change of at least 24" in order to prevent a continuous parapet roof line. No Non -Loading Dock Walls shall extend laterally for a distance greater than three times the building's average height without vertical articulation consisting of a vertical elevation change of at least 24" in order to prevent a continuous parapet roof line. b. The change in elevation shall extend laterally for a distance equal to at least seventy- five percent (75%) of the building's average height on Non -Loading Dock Walls. c. The vertical change(s) in elevation may be divided and distributed throughout the length of the wall if the applicant demonstrates, to the satisfaction of the Director, that the intent of this section has been met. VI. Sec. 7.03.050. D. Architectural Features. In addition to the horizontal and vertical articulation requirements, all building walls shall incorporate at least three of the following architectural features: canopies at main tenant entrances, clerestory windows, variation in reveal patterns and colors, form liner cast into concrete panels to form relief, brick and/or stone cast or applied to face of wall panels, or canopy over dock doors. Building walls that are not utilized for loading docks shall incorporate an additional two items from the below list. Awnings, canopies, arcades, alcoves, windows, projections, recessed entries ornamental cornices, pillar posts, decorative light features, variation in building wall materials, integrated planters, water features, offsets, covered porches, stepped -back heights, porticos, varied wall surfaces, or other similar building elements as approved by the Director or their designee. G. PARKING. Parking on the Property shall be in conformance with Chapter 9 of the UDC 1. All other Industrial Manufacturing and Warehousing: 1 per 250 ft2 GFA of Office + 1 per 1,000 ft2 GFA of indoor facility + 1 additional per 2,500 ft2 indoor and outdoor storage area H. VEHICULAR ACCESS AND CIRCULATION 1. Transportation Impact Analysis (TIA). A Traffic Impact Analysis shall be submitted for the ultimate development potential of the Property concurrently with the submission of a Subdivision Plat or Site Development Plan, whichever comes first. However, a subdivision plat or site development plan ( whichever comes first) cannot be approved until a TIA has been approved. 2. Driveway Access. a. The development shall be in compliance with the access points identified in the concept plan exhibit. b. A minimum of 450' of driveway separation between private driveways on IH-35 Frontage Road, unless otherwise approved by the City Engineer and TxDOT. TREE PRESERVATION Tree Preservation on the Property shall be in conformance with Chapter 8 of the Unified Development Code (UDC) unless otherwise stated in this Development Plan. Heritage trees within the building footprint and loading dock area shall be subject to mitigation rates identified in Chapter 8 of the UDC however, City Council approval shall not be required. J. LANDSCAPE AND BUFFER REQUIREMENTS Landscaping on the Property shall be in conformance with Chapter 8 of the UDC unless otherwise stated in this Development Plan. I. Sec. 8.04.040. Parking Lot Landscaping. The required landscaping per this section for the Truck Trailer Parking areas shall be calculated and planted on the periphery of the site to allow for unobstructed trailer movement while creating screening of the truck trailer area from adjacent streets. II. Sec. 8.04.060. — Bufferyards. a. C3 to Industrial: A medium level bufferyard shall be enhanced to require a 30- wide planting area and two shade trees and four evergreen ornamental trees per each 50 linear feet of bufferyard. The landscaping in this area may count towards the screening requirements for loading docks however additional landscaping may be necessary to meet the requirements of screening loading docks. b. Industrial to ETJ: A medium level bufferyard shall consist of the following: a. A 15-foot wide planting area; b. One shade tree, two evergreen ornamental trees and eight evergreen shrubs per each 50 linear feet of bufferyard. III. Sec. 8.04.070. Screening. E. Screening of Loading Docks. 1. Loading and service areas shall be located at the side or rear of buildings and be completely screened from public view at any adjoining street or property line. 2. Screening shall be provided on three sides of the area by a wall or other screening mechanism, not less than eight feet in height, comprised of: a. Screening comprised of a minimum of 8' tall evergreen trees, planted at a spacing of 15-20', at the time of planting. Utilizing existing trees are encouraged and alternatives may be proposed if the Director determines it meets the intent of the screening requirement. 3. Loading areas shall not be located closer than 50 feet to the property line of a single-family or two-family residence, unless located completely within an enclosed building. IV. Landscape Buffer. A 25-Foot Landscape Buffer shall be provided along all street frontages: I-35 front road, SE Inner Loop and Blue Springs Drive. Planting calculations shall be in conformance with Sec. 8.04.050 of the UDC. An administrative exception may be granted to exclude the area where existing tree preservation is taking place. K. SIGNAGE. The development will comply with the UDC standards at the time of development. L. Amenity. The developer shall provide a picnic area and walk path for employees as demonstrated on the concept plan. M. PUD MODIFICATIONS In conformance with Section 4.06.010.D.3 of the UDC, modifications to this Development Plan shall require City Council approval of an amendment to this PUD processed pursuant to Section 3.06 of the UDC, except, where the Director of Planning determines such modifications to be minor, the Director may authorize such modifications. Minor modifications may include changes to building sizes, uses, or locations providing those modifications conform to the general intent of this PUD, uses authorized by this PUD, or to applicable provisions of the UDC and any other applicable regulations. P. LIST OF EXHIBITS Exhibit A — This PUD Development Plan Exhibit B - Legal Description Exhibit C- Concept Plan Exhibit D- Land Use Chart METES & BOUNDS DESCRIPTION OF: TRACT A - 66.689 ACRES Exhibit B BEING A 66.689 ACRE (2,904,972 SO. FT.) TRACT OF LAND LOCATED IN THE LEWIS J DYCHES SURVEY, ABSTRACT 180, IN WILLIAMSON COUNTY, TEXAS; BEING A PORTION OF TRACT 4, CALLED 70.0893 ACRES, DESCRIBED TO LONGHORN JUNCTION LAND AND CATTLE COMPANY AS SHOWN ON INSTRUMENT RECORDED IN DOCUMENT NO. 2010002544 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT A 1/2 INCH IRON ROD FOUND IN THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 35 (I.H. 35 - CALLED VARIABLE WIDTH R.O.W.) AT THE SOUTHWEST CORNER OF THE REPLAT OF KNUCKLE DOWN SUBDIVISION AS SHOWN ON PLAT RECORDED IN DOCUMENT NO. 2014093518 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; THENCE, ALONG THE SOUTH, EAST, AND NORTH BOUNDARY LINES OF SAID REPLAT OF KNUCKLE DOWN SUBDIVISION THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1) S74-54'29"E, A DISTANCE OF 360.55 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN INTERIOR CORNER OF THIS TRACT; 2) N08-38'17"E, A DISTANCE OF 284.29 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN INTERIOR CORNER OF THIS TRACT; 3) N74°57'25"W, A DISTANCE OF 360.78 FEET TO A 1/2 INCH IRON ROD FOUND IN THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 FOR AN ANGLE CORNER OF THIS TRACT; THENCE, ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1) N08°35'05"E, A DISTANCE OF 50.73 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN ANGLE CORNER OF THIS TRACT; 2) N08°25'07"E, A DISTANCE OF 245.83 FEET TO A CONCRETE HIGHWAY MONUMENT FOUND AT THE SOUTHWEST CORNER OF A CALLED 0.42 ACRE TRACT OF LAND DESCRIBED TO THOMAS UMSTATTD & UC2 LTD IN DOC. NO. 2002059000 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; FOR AN ANGLE CORNER OF THIS TRACT THENCE, ALONG THE SOUTH, EAST, AND NORTH BOUNDARY LINES OF SAID 0.42 ACRE TRACT THE FOLLOWING FIVE (5) COURSES AND DISTANCES: S77°51'50"E, A DISTANCE OF 168 64 FEET TO A NAIL FOUND AT THE SOUTHEAST CORNER OF SAID 0.42 ACRE TRACT FOR AN INTERIOR CORNER OF THIS TRACT; N38°29'18"E, A DISTANCE OF 49.92 FEET TO A 1/2 INCH IRON ROD FOUND AT THE EASTERLY NORTHEAST CORNER OF SAID 0.42 ACRE TRACT FOR AN INTERIOR CORNER OF THIS TRACT; N64°01'08"W, A DISTANCE OF 59.75 FEET TO A NAIL FOUND FOR AN INTERIOR CORNER OF THIS TRACT; N25-15'23"E, A DISTANCE OF 65.13 FEET TO A NAIL FOUND AT THE WESTERLY NORTHEAST CORNER OF SAID 0.42 ACRE TRACT FOR AN INTERIOR CORNER OF THIS TRACT; N77-47'08"W, A DISTANCE OF 134.06 FEET TO A 1/2 INCH IRON ROD FOUND IN THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 AND AT THE NORTHWEST CORNER OF SAID 0.42 ACRE TRACT FOR AN ANGLE CORNER OF THIS TRACT; THENCE, WITH THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1) N18°22'05"E, A DISTANCE OF 332.79 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN ANGLE CORNER OF THIS TRACT; 2) N18°30'30"E, A DISTANCE OF 399.68 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN ANGLE CORNER OF THIS TRACT; 3) N18-18'56"E, A DISTANCE OF 94.81 FEET TO A 1/2 INCH IRON ROD FOUND AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35 AND THE SOUTHERLY RIGHT-OF-WAY LINE OF SOUTHEAST INNER LOOP (CALLED 180 FOOT R.O.W. WIDTH), FOR THE NORTH CORNER OF THIS TRACT; (CONTINUED ON PAGE 2) SURVEYOR'S NOTES: THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS STATE COORDINATE SYSTEM GRID, CENTRAL ZONE (FIPS 4203) (NAD'83), AS DETERMINED BY THE GLOBAL POSITIONING SYSTEM (GPS). THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. A BOUNDARY EXHIBIT AND A LINE & CURVE TABLE WERE CREATED IN CONJUNCTION WITH THIS METES & BOUNDS DESCRIPTION. THIS DOCUMENT WAS PREPARED UNDER 22 TEXAS ADMINISTRATIVE CODE 138.95, DOES NOT REFLECT THE RESULTS OF AN ON THE GROUND SURVEY, AND IS NOT TO BE USED TO COVEY OR ESTABLISH INTEREST IN REAL PROPERTY EXCEPT THOSE RIGHTS AND INTERESTS IMPLIES OR ESTABLISHED BY THE CREATION OR RECONFIGURATION OF THE BOUNDARY OF THE POLITICAL SUBDIVISION FOR WHICH IT WAS PREARED. ZACH EITH PerRus REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6769 10814 JOLLYVILLE ROAD CAMPUS IV, SUITE 200 AUSTIN, TEXAS 78759 PH. (512) 572-6674 ZACH.PETRUS@KIMLEY-HORN.COM EXHIBIT "A" LEGAL DESCRIPTION OF TRACT A - 66.689 ACRES BEING A PORTION OF THE LEWIS J. DYCHES SURVEY, ABSTRACT 180 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS LONGHORN JUNCTION - ALTA, PLAT. SURVEY\DWG\EXHIBITS\GT70 -LONGHORN JUNCTION ZONING EXHIBIT -DWG METES & BOUNDS DESCRIPTION OF: TRACT A - 66.689 ACRES (CONTINUED) THENCE, WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID SOUTHEAST INNER LOOP THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1) ALONG A CURVE TO THE RIGHT A CENTRAL ANGLE OF 89.58'51 ", A RADIUS OF 25.00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 63-07'51" EAST, A DISTANCE OF 35.35 FEET TO A 112 INCH IRON ROD FOUND AT AN ANGLE CORNER OF THE TRACT; 2) SOUTH 71-40'12" EAST, A DISTANCE OF 562.92 FEET FOR AN ANGLE CORNER OF THIS TRACT; THENCE, CROSSING INTO SAID TRACT 4 FOR THE FOLLOWING SEVEN (7) COURSES AND DISTANCES: S18.21" 8"W, A DISTANCE OF 300.00 FEET TO A POINT FOR AN INTERIOR CORNER OF THIS TRACT; S71 °40'12"E, A DISTANCE OF 217 11 FEET TO A POINT FOR AN ANGLE CORNER OF THIS TRACT; S03°38'54"W, AT 26 09' PASSING THE NORTHWEST CORNER OF A CALLED 0 1355 ACRE SAVE & EXCEPT TRACT DESCRIBED TO GEORGETOWN RAIL EQUIPMENT AS SHOWN ON INSTRUMENT RECORDED IN DOCUMENT NO 9702743 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; THEN CONTINUING ALONG THE WEST BOUNDARY LINE OF SAID 0.1355 ACRE TRACT, IN ALL A DISTANCE OF 135 72 FEET TO A POINT AT THE SOUTHWEST CORNER OF SAID 0A355 ACRE TRACT, FOR AN INTERIOR CORNER OF THIS TRACT; N80"56'32"E, ALONG THE SOUTH BOUNDARY LINE OF SAID 0.1355 ACRE TRACT, A DISTANCE OF 58.64 FEET TO A POINT AT THE SOUTHEAST CORNER OF SAID 0.1355 ACRE TRACT, FOR AN INTERIOR CORNER OF THIS TRACT; NO3°36'54"E, ALONG THE EAST BOUNDARY LINE OF SAID 0 1355 ACRE TRACT, AT 96 76' PASSING THE NORTHEAST CORNER OF SAID 0.1355 ACRE TRACT, IN ALL A DISTANCE OF 107 83 FEET TO A POINT FOR AN ANGLE CORNER OF THIS TRACT, S71 °40'12"E, A DISTANCE OF 192.72 FEET TO A POINT FOR AN INTERIOR CORNER OF THIS TRACT; N1 B-21-1 B"E, A DISTANCE OF 308 18 FEET TO A POINT OF CURVATURE IN THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID SOUTHEAST INNER LOOP, FOR AN ANGLE CORNER OF THIS TRACT; THENCE, IN A NORTHERLY DIRECTION, ALONG A CURVE TO THE LEFT, A CENTRAL ANGLE OF 15-42-01", A RADIUS OF 2109.89 FEET, A CHORD BEARING AND DISTANCE OF S84°34'01"E, 576.35 FEET, AND A TOTAL ARC LENGTH OF 578 15 TO A 1/2 INCH IRON ROD FOUND AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF GEORGETOWN INNER LOOP AND THE WESTERLY RIGHT-OF-WAY LINE OF BLUE SPRINGS BOULEVARD AS SHOWN ON INSTRUMENT RECORDED IN DOCUMENT NO. 2001021471 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; FOR AN ANGLE CORNER OF THE TRACT; THENCE, WITH THE WESTERLY AND NORTHERLY RIGHT-OF-WAY LINES OF SAID BLUE SPRINGS BOULEVARD THE FOLLOWING NINE (9) COURSES AND DISTANCES: ALONG SAID CURVE TO THE RIGHT WHOSE ELEMENTS ARE R= 25.00, L= 38.05 WHOSE CHORD BEARS S48°56'18"E, A DISTANCE OF 34.48 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF TANGENCY; S05-23'07"E, A DISTANCE OF 601.12 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF CURVATURE; ALONG SAID CURVE TO THE RIGHT WHOSE ELEMENTS ARE R= 755.00, L= 1302 14 WHOSE CHORD BEARS S44'01'08"W, A DISTANCE OF 1146.65 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF TANGENCY; N86"30'30"W, A DISTANCE OF 115.06 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF CURVATURE; ALONG SAID CURVE TO THE LEFT WHOSE ELEMENTS ARE R= 845.00, L= 508.47 WHOSE CHORD BEARS S76°11'36"W, A DISTANCE OF 500.83 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF TANGENCY; S59-00'13"W, A DISTANCE OF 115.02 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF CURVATURE; ALONG SAID CURVE TO THE RIGHT WHOSE ELEMENTS ARE R= 755.00. L= 650.56 WHOSE CHORD BEARS S83°36'57"W, A DISTANCE OF 630.62 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF TANGENCY; N71 °39'59"W, A DISTANCE OF 75.91 FEET TO A 1/2 INCH IRON ROD FOUND AT A POINT OF CURVATURE; ALONG SAID CURVE TO THE RIGHT WHOSE ELEMENTS ARE R= 25.00. L= 39.36 WHOSE CHORD BEARS N26"39'17"W, A DISTANCE OF 35.42 FEET TO A 112 INCH IRON ROD FOUND AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF SAID BLUE SPRINGS BOULEVARD AND THE EASTERLY RIGHT-OF-WAY LINE OF SAID INTERSTATE HIGHWAY 35, FOR THE SOUTHWEST CORNER OF THIS TRACT; THENCE, WITH THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 35 THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1) N18-26'18"E, A DISTANCE OF 446.61 FEET TO A 1/2 INCH IRON ROD FOUND FOR AN ANGLE CORNER OF THIS TRACT; 2) N08-53'42"E, A DISTANCE OF 88.69 FEET TO THE POINT OF BEGINNING AND CONTAINING 66.689 ACRES, MORE OR LESS, IN THE COUNTY OF WILLIAMSON. TEXAS. THIS DOCUMENT WAS PREPARED IN THE OFFICES OF KIMLEY-HORN AND ASSOCIATES IN AUSTIN, TEXAS. SURVEYOR'S NOTES: THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS STATE COORDINATE SYSTEM GRID, CENTRAL ZONE (FIPS 4203) (NAD'83), AS DETERMINED BY THE GLOBAL POSITIONING SYSTEM (GPS). THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. A BOUNDARY EXHIBIT AND A LINE & CURVE TABLE WERE CREATED IN CONJUNCTION WITH THIS METES & BOUNDS DESCRIPTION. THIS DOCUMENT WAS PREPARED UNDER 22 TEXAS ADMINISTRATIVE CODE 138.95, DOES NOT REFLECT THE RESULTS OF AN ON THE GROUND SURVEY, AND IS NOT TO BE USED TO COVEY OR ESTABLISH INTEREST IN REAL PROPERTY EXCEPT THOSE RIGHTS AND INTERESTS IMPLIES OR ESTABLISHED BY THE CREATION OR RECONFIGURATION OF THE BOUNDARY OF THE POLITICAL SUBDIVISION FOR WHICH IT WAS PREARED. r 7_ACH EITH PLFFRUS REGOTtRED PROFESSIONAL LAND SURVEYOR NO.6769 10814 JOLLYVILLE ROAD CAMPUS IV, SUITE 200 AUSTIN, TEXAS 78759 PH. (512) 572-6674 ZACH.PETRUS a@KIMLEY-HORN.COM ATEN,JENNA EXHIBIT "A" LEGAL DESCRIPTION OF TRACT A - 66.689 ACRES BEING A PORTION OF THE LEWIS J. DYCHES SURVEY, ABSTRACT 180 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS -LONGHORN SURVEY\DWG\EXHIBITS\GT70 - LONGHORN JUNCTION ZONING EXHIBIT -DWG NORTH 0 250 500 GRAPHIC SCALE IN FEET '&o'U" � REMAINDECT R I) C1 (cytAST�Rn CALLED 70.0893 ACRES L13 L74 0180, E� �Q too LONGHORN JUNCTION • y. J LAND AND CATTLE COMPANY DOC. NO. 2010002544 ry OPRWC C2 PKF THOMAS UMSTATT L 10 & UC2 LTD L9 0.42 ACRES PKF DOC. NO. 2002059000 OPRWC L9 L6 L7 PKF 116 Lzo LIB L19 ALLEO 0.1355 ACRES SAVE & EXCEPT TO GEORGETOWN RAIL EQUIPMENT DOC. NO. 9702743 OPRWC (PORTION OF) TRACT 4 CALLED 70.0893 ACRES LONGHORN JUNCTION LAND AND CATTLE COMPANY DOC. NO. 2010002544 OPRWC �! TRACT A P'O'B' `� 66.689 ACRES (TRACT A) I 1/2"IRF Af�L - ti (2,904,972 SQ. FT.) --CANDLE OFFICE LLC LOTS 1 & 2 REPEAT OF MCe—C7 KNUCKLE DOWN >- SUBDIVISION �'DOC. NO 2015093618 OPRWC G5 tu TRACT2 Q+ TRACT 1 CALLED 12.1313 ACRES W CALLED 74661 ACRES LONGHORN JUNCTION I ► � LONGHORN JUNCTION LAND AND CATTLE COMPANY ' LAND AND DOC. NO 2010002544 CATTLE COMPANY DOC. NO. 2010002544 OPRWC COUNTY ROAD 116 OPRWC CALLED 1 0625 ACRE R 0 W. DEDICATION DOC. NO 2002039915 OPRWC CALLED 12 6694 ACRES LONGHORN JUNCTION LAND AND CATTLE COMPANY DOC. NO. 2010002544 OPRWC BLUE SPRINGS BLVD (CALLED 90' R O.W. WIDTH) DOC. NO. 2001021471 OPRWC tz1oy t77705�5'0-0"o � REMAINDER OF 'T CALLED 94 1169 ACRES WILLIAMSON COUNTY DOC. NO. 2001021470 I Fr FNI'1 OPRWC LINE TYPE LEGEND BOUNDARY LINE PROPERTY LINE THIS EXHIBIT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SURVEY AND DOES NOT REFLECT THE LOCATION OF ANY EXISTING EASEMENTS. THIS IS NOT A LAND TITLE SURVEY. SURVEYOR'S NOTES: P.O.C. = POINT OF COMMENCING P.O.B. = POINT OF BEGINNING IRFC = IRON ROD W/CAP FOUND PKF = MAG NAIL FOUND PRWC = PLAT RECORDS WILLIAMSON COUNTY DRWC = DEED RECORDS WILLIAMSON COUNTY OPRWC = OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY O = 1/2" IRON ROD FOUND o = CALCULATED POINT THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS STATE COORDINATE SYSTEM GRID, CENTRAL ZONE (FIPS 4203) (NAD'83), AS DETERMINED BY THE GLOBAL POSITIONING SYSTEM (GPS). THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. A METES & BOUNDS DESCRIPTION AND A LINE & CURVE TABLE WERE CREATED IN CONJUNCTION WITH THIS EASEMENT BOUNDARY EXHIBIT. THIS DOCUMENT WAS PREPARED UNDER 22 TEXAS ADMINISTRATIVE CODE 138.95, DOES NOT REFLECT THE RESULTS OF AN ON THE GROUND SURVEY, AND IS NOT TO BE USED TO COVEY OR ESTABLISH INTEREST IN REAL PROPERTY EXCEPT THOSE RIGHTS AND INTERESTS IMPLIES OR EXHIBIT "A" ESTABLISHED BY THE CREATION OR RECONFIGURATION OF THE BOUNDARY OF THE POLITICAL SUBDIVISION FOR WHICH IT WAS BOUNDARY EXHIBIT OF PREARED. TRACT A - 66.689 ACRES BEING A PORTION OF THE 44 LEWIS J. DYCHES SURVEY, ABSTRACT 180 ZACH4 AEITH P RUS•••.•� !�.••••••• •• CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS REGI RED PROFESSIONAL N ACKW K. PE S M LAND SURVEYOR NO.6769 •Y••••••N•N•-••••••••7•• Kim 10814 JOLLYVILLE ROAD 6769 CAMPUS IV, SUITE 200 } s�� 10614 JOLLYVILLE ROAD, CA AUSTIN, TEXAS 78759 9 •�'V SUITE 200, AUSTIN, TEXAS 71 PH. (512) 672-6674 i�scale Drawn by ZACH.PETRUS@KIMLEY-HORN.COM 1"=500' MJM 4TEN. JENNA W12M 5A5 PM K WAUS SURVEMUSTIN SURVEY PROJECTS%2021 - 111 (CJ PONTON) - GEORGETOWN 70 ACRES - SURVEY\DWG\EXHIBITS\GT70 - LONGHORN JUNCTION ZONING EXHIBIT.DWG LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 N74'54'29"W 360.55' L10 N77'47'08"W 134.06' L19 NO3'38'54"E 107.83' L2 S08'38'17"W 284.29' L11 N18'22'05"E 332.79' L20 S71'40'12"E 192.72' L3 S74'57'25"E 360.78' L12 N18'30'30"E 399.68' L21 N18'21'18"E 308.18' L4 S08°35'05"W 50.73' L13 N18°18'56"E 94.81' L22 S05'23'07"E 601.12' L5 N08°25'07"E 245.83' L14 S71'40'12"E 562.92' L23 N86'30'30"W 115.06' L6 S77'51'50"E 168.64' L15 S18'21'18"W 300.00' L24 N59'00'13"E 115.02' L7 N38°29'18"E 49.92' L16 S71'40'12"E 217.11' L25 N71°39'59"W 75.91' L8 N64'01'08"W 59.75' L17 S03'38'54'W 135.72' L26 S18'26'18"W 446.61' L9 N25°15'23"E 65.13' L18 N80°56'31"E 58.64' L27 S08°53'42'W 88.69' CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD Cl 89'58'51" 25.00' 39.26' N63°07'51"E 35.35' C2 15°42'01" 2109.89' 578.15' S84'34'01"E 576.35' C3 87'11'57" 25.00' 38.05' S48'56'18"E 34.48' C4 98°49'03" 755.00' 1302.14' S44°01'08"W 1146.65' C5 34'28'38" 845.00' 508.47' S76'11'36"W 500.83' rC6 49*22'12" 755.00' 650.56' S83'36'57"W 630.62' C7 90'1V50" 25.00' 39.36' S26°39'17"E 35.42' THIS EXHIBIT WAS PREPARED 1MTHOUT THE BENEFIT OF A TITLE SURVEY AND DOES NOT REFLECT THE LOCATION OF ANY EXISTING EASEMENTS. THIS IS NOT A LAND TITLE SURVEY. SURVEYOR'S NOTES: THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS STATE COORDINATE SYSTEM GRID, CENTRAL ZONE (FIPS 4203) (NAD'83), AS DETERMINED BY THE GLOBAL POSITIONING SYSTEM (GPS). THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. A METES & BOUNDS DESCRIPTION AND BOUNDARY EXHIBIT WERE CREATED IN CONJUNCTION WITH THIS LINE & CURVE TABLE. THIS DOCUMENT WAS PREPARED UNDER 22 TEXAS ADMINISTRATIVE CODE 138.95, DOES NOT REFLECT THE RESULTS OF AN ON THE GROUND SURVEY, AND IS NOT TO BE USED TO COVEY OR ESTABLISH INTEREST IN REAL PROPERTY EXCEPT THOSE RIGHTS AND INTERESTS IMPLIES OR ESTABLISHED BY THE CREATION OR RECONFIGURATION OF THE EXHIBIT "A" BOUNDARY OF THE POLITICAL SUBDIVISION FOR WHICH IT WAS PREARED. LINE &CURVE TABLE FOR ZACHW K. LAND SURVEYOR NO.6769 10814 JOLLYVILLE ROAD A 6769 CAMPUS IV, SUITE 200 ;!b s AUSTIN, TEXAS 78759 PH. (512) 572-6674 ZACH.PETRUS@KIMLEY-HORN.COM ZACH EITH p RUS REG141tRED PROFESSIONAL THE BOUNDARY EXHIBIT OF TRACT A - 66.689 ACRES BEING A PORTION OF THE LEWIS J. DYCHES SURVEY, ABSTRACT 180 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS JUNCTION - ALTA. SURVEY\DWG\EXHIBITS\GT70 -LONGHORN JUNCTION ZONING EXHIBIT, DWG -�� - ) ` k\ � / § \ ZZ /� / \ \/£ \/� \ E ��\/ «g - § a f } � . � ( 2 / w / ._ ) $5 . , / ) w\ § g = K03 ` 2 �( o § E I w/ (Q f ,r 3§ \\ \k )IX §0- 3( p F F cn § � b / / § § § u= ( E �� \} k § _ 02wFLU �\\{ F \/:»gym [(ƒ/ ' wm02 »/\} doom 0 % F - ` § § 3 § \ ( < e cl g , \ + m § 8 \ [ M\ w w e wm§ E y H < z = D. b q 2 `�/ § \ }�,.�§ ) \Eu 3 ~� °°): \.\\\ ( \ ` \ \ aGo� / � � \ Gl�a P z �7 R � 0 a Exhibit D. Specific Use C3 IN Notes Bed and Breakfast — — Bed and Breakfast with Events — — Inn P — Hotel, Boutique P — Hotel, Full Service P — Hotel, Limited Service P — Hotel, Extended Stay P — Motel P Campground or RV Park — — Restaurant, General P --- Restaurant, Drive -through P --- Bar, Tavern or Pub L -1 F, A Micro Brewery, Micro Winery, or Micro Distillery L — G, A Food Catering Services P P Permanent Mobile or Outdoor Food Vendor S S Y Live Music or Entertainment L — H Dance Hall or Nightclub --- — Theater, Movie or Live P Membership Club or Lode P — Sexually Oriented Business — --- Maior Event Entertainment S S Event Facility L W Athletic Facility, Indoor or Outdoor -- -- Commercial Recreation L — J, A Driving Range --- --- J Firing Range, Indoor S --- Firing Range, Outdoor — Home Health Care Services P — Medical or Dental Office P P Medical or Dental Clinic P P Urgent Care Facility P — General Office P P Integrated Office Center P P Data Center L P L General Retail P — Agricultural Sales P — Landscape Supply Sales/Garden Center P Farmer's Market P — A Flea Market --- — Artisan Studio and Gallery P --- A Personal Services P — Personal Services, Restricted P — Dry Cleaning Service, Drop-off Only P — Laundromat --- Printing, Mailing and Reproduction Services P — Fitness Center P — Banking and Financial Services P — Consumer Repair P — Small Engine Repair --- P Funeral Home --- — Kennel --- --- Veterinary Clinic, Indoor Pens Only P — Veterinary Clinic, Indoor or Outdoor Pens — — Self Storage, Indoor -- --- Self Storage, Outdoor --- --- Commercial Document Storage — --- Event Catering and Equipment Rental Services P --- Furniture Repair and Upholstery — --- Heayy Equipment Sales and Repair — --- Pest Control or Janitorial Services ---- - - Office/Showroom L P AA Wholesale Showrooms — P Greenhouse, Wholesale — — Stone. Mulch or Dirt Sales Yards — --- Manufactured Housing Sales --- --- Automobile Sales, Rental or Leasing Facility --- --- Commercial Vehicle Sales, Rental or Leasing Facili --- --- Automobile Parts and Accessories Sales, Indoor --- — Automobile Parts and Accessories Sales. Outdoor -- --- Automobile Repair and Service, Limited --- - - Automobile Repair and Service, General --- --- Fuel Sales --- --- Fuel Sales with more than ten multi -fuel dispensers --- --- Car Wash --- - - Recreational Vehicle Sales, Rental or Service --- Towing Services Services and Impound Lots — --- Specific Use C3 IN Airport — Heliport -- -- Bus Barn -- -- Parking Lot, Off -Site -- -- Parking Lot, Commercial -- -- Park-n-Ride Facility-- - Private Transport Service Dispatch Facility-- -- Rail or Transit Yard — -- Transit Passenger Terminal -- -- Utility Services, Minor -- -- Utility Services, Intermediate -- - Utility Services, Major -- -- Wireless Transmission Facility, 40' or less -- -- Wireless Transmission Facility, over 40' -- Specific Use C3 IN Contractor Services, Limited S P Contractor Services, General — P Movie Production — P Printing and Publishing — P Office/Warehouse S P Research, Testing and Development — P -Lab Manufacturing, Processing and Assembly, Limited — P Manufacturing, Processing and Assembly, General — P Warehousing and Distribution, Limited — P Warehousing and Distribution, General — P Truck Terminal — P Lumber Yard --- --- Dry Cleaning or Laundry Plant — --- As halt or Concrete Batch Plant - w- Resource Extraction — --- Oil Refinery and Distribution — --- Recycling Collection Center — -- Waste Related Uses — --- Wrecking, Scrap or Salvage Yard — --- Storage Yard ---