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HomeMy WebLinkAbout2025-4586 - Ordinance - 03/27/2025ORDINANCE NO.2025-4586 AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 0.46 ACRE PORTION OF RIGHT OF WAY, SAID PORTION LYING ALONG LOTS 1R & 2, BLOCK 4 OF THE BUSINESS CENTER AT COLLEGE STATION, PHASE THREE, ACCORDING TO THE PLAT RECORDED IN VOLUME 3764, PAGE 130 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; AND REPEALING ORDINANCE NO.2015-3692 IN ITS ENTIRETY. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of a portion of the 70 Foot Width Right -of -Way, said portion lying along Lots 1 R & 2, Block 4, of The Business Center at College Station, Phase Three, according to the plat recorded in Volume 3764, Page 130 of the Official Public Records of Brazos County, Texas, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as the "Right -of -Way"); and WHEREAS, this abandonment is subject to the conditions in Economic Development Agreement, Contract #20300078, or as amended, between the City of College Station and StataCorp, LP; and WHEREAS, in order for the Right -of -Way to be vacated and abandoned by the City Council of the City of College Station, Texas, the City Council must make certain affirmative findings; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That Ordinance No. 2015-3692 vacating and abandoning a 0.46-acre portion of right-of-way in the S.W. Robertson Survey, Abstract No.202 Brazos County and being a part of a certain called 1.129-acre tract known as Technology Way, adopted on August 27, 2015, be immediately repealed and terminated in its entirety. PART 2: That after opening and closing a public hearing, the City Council finds the following pertaining to the vacating and abandoning of the Right -of -Way described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1. Abandonment of the Right -of -Way will not result in property that does not have access to public roadways or utilities. 2. Other than as set forth herein, there is no public need or use for the Right - of -Way. 3. Except as may be provided for in this ordinance, there is no anticipated future public need or use for the Right -of -Way. 4. As set forth in this ordinance, abandonment of the Right -of -Way will not impact access for all public utilities to serve current and future customers. ORDINANCE NO. 2025-4586 Page 2 of 9 5. Utility infrastructure exists within the Right -of -Way and the City of College Station has a continuing need for currently remaining public utilities to remain within the Right -of -Way, and said uses are expressly not abandoned herein. PART 4: That the Right -of -Way as described in Exhibit "A" be abandoned and vacated by the City subject to the following conditions: 1. StataCorp, LP, shall substantially satisfy all requirements of the Economic Development Agreement, Contract #20300078, or as amended, as entered into by City of College Station and StataCorp. 2. The City shall retain a .206 acre Public Utility Easement for existing and future infrastructure as defined in Exhibit "B". PART 5: That the Right -of -Way as described in Exhibit "A" be abandoned and vacated by the City after satisfying all of the conditions contained herein and further described in Exhibit "B" attached hereto and made a part of this ordinance for all purposes. PASSED, ADOPTED and APPROVED this 27' day of March, 2025. ATTEST: City Secretary APPROVED: V"I pwha City Attorney M/ or ORDINANCE NO. 2025-4586 Page 3 of 9 Baseline SIOCIC8" EXHIBIT " A" FIELD NOTES ABANDONMENT OF PUBLIC RIGHT OF WAY 0.46 OF ONE ACRE OUT OF TECHNOLOGY WAY RIGHT OF WAY CALLED 1.129 ACRE TRACT VOLUME 3764, PAGE 130 S.W. ROBERTSON SURVEY, A-202 BRAZOS COUNTY, TEXAS DECEMBER 9, 2014 UPDATED JANUARY 8, 2025 All that certain lot, tract or parcel of land being 0.46 of one acre situated in the S.W. ROBERTSON SURVEY, Abstract No_ 202, Brazos County, Texas, and being a part of that certain Called 1.129 acre tract known as Technology Way as described in plat of record in VcIume 3764, Page 130, Official Records of Brazos County, Texas, said 0.46 of one acre being more particularly described by metes and bounds as follows; BEGINNING at a 112" Iron Rod set for the most westerly corner. said corner being located in the northwest line of said Called 1.129 acre tract, said corner also being located in the southeast line of the Stata Corporation Called 8.00 acre tract being Lot 2, Block 4, The Business Center at College Station, Phase 2 as described in Volume 3506, Page 182, a 3/4" Iran Pipe in Concrete found in the northwest right-of-way line of Technology Way bears S 23°23'50" W a distance of 106.79 feet; THENCE N 23°23'50" E, along the northwest tins of said Called 1.129 acre tract and the southeast line of said Called 8.00 acre tract a distance of 137.85 feet to a 112" Iron Rod with Cap found for a point of curvature of said 1.129 acre tract, said corner being an interior corner of the Stataoorp, LP Called 8.923 acre tract being Lot 1R, Block 4, The Business Center at College Station, Phase 3 as described in Volume 11884, Page 1, THENCE continuing along said northwest line of 1.129 acre tract around a curve in a counterclockwise direction having a delta angle of 35°57'01", an arc distance of 31.37 feet, a radius of 50.00 feet, and a chard of N 05°25'23" E, a distance of 30.86 feet to a 112" Iran Rod with Cap found for a point of reverse curve of said 1.129 acre tract; THENCE continuing along said northwest line of said 1,129 acre tract around a curve in a clockwise direction having a delta angle of 251°54'04", an are distance of 241.81 feet. a radius of 55.00 feet, and a chard of S 66°36'10" E, a distance of 69.05 feet to a 112" Iron Rod with Cap found for a point of reverse curve of said 1.129 acre tract; THENCE continuing along said southeast line of said 1.129 acre tract around a curve in a counterclockwise direction having a delta angle of 35"57'02", an arc distance of 31.37 feet, a radius of 50.00 feet, and a chord of S 41°22'21" W, a distance of 30.86 feet to a 112" Iran Rod with Cap found for the point of tangency of said curve; 1701 Southwest Parkway, Suke 104, College Station, Texas 77W I TN-M2777 I TxSuty F-1003W00 I Baselina_dOCM.cam ORDINANCE NO. 2025-4586 Page 4 of 9 Baseline I ��CATi Page 2of2 THENCE S 23°23'50" W, along the southeast line of said Called 1.129 acre tract and the northwest line of said Called 8.923 acre tract a distance of 137.85 feet to a 112" Iron Rod with Cap set for the most southerly corner, a 5J8' Iron Rod with Cap found in the southeast right-of- way line of Technology Way bears S 23°23'50" W a distance of 106.80 feet; THENCE N 66'36'10" W, a distance of 70.00 feet to the PLACE OF BEGINNI NG CONTAINING AN AREA OF 0.46 OF ONE ACRE OF LAND MORE OR LESS, according to a surrey performed on the ground during the month of November, 2014, and survey verified on the ground on December 16, 2024, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961 and working under Firm No. 10030200. North Orientation is based on rotating the southeast line of 1.129 acre tract to GRID North, COBS 2011, Epoch 2010.00, State Plane Central Zone. See copy of accompanying plat for additional information. 1701 SaMuest Parkway, Suke 104. College Station, 7nas 77W I 979.M 777 I TxSm F-10030206 i Baseli%-DOCM.aom ORDINANCE NO. 2025-4586 Page 5 of 9 I Baseline Corp. I Tx5ury F-10030200 1701 SW Pkwy, Ste 104, College Staton, T}f 77W NOTES: 979.693.2777 I Baseline DCCM cam North Orientation is based on rafating the southeast line of 1.129 Acre Tract to GRID North, (CORS 2011) Epoch 2010.00, State Plane Central Zone as per rtk GPS Solutiofis. All Improvements may not be shown. Bearings and distances for the Parent Tract arc Call 81 Actual, *Indicates a 1,12' Iran Rod w/Cop Found AL=31.37' R250.00' •, 4-35.57'01" CL-30.86' CB=N 05°28'23- E Stata Carparallon, a Texas Corparntion Lot 2, Blpck 4 The Business Center at College Slatlon Phase 2 8.00 Ac. Plat 3490/267 Owed 35061162 LINE TABLE LINE BEARING DISTANCE LI N 23'23'50- E 137.85' L2 S 23.23'50" W 137-85' L3 N 66.36'10" W 70.00' L4 N 50.25-19- E 97-99' L5 5 03137'39" E 97.99' L6 N 66.36'10- W 89.45' L7 N T7126'46" E 55.00- La N 30°39'08" W 55,00' {a cps M61' 1477 44� P08 Set 1/2- Iran Rod wfGap S 2Y23'50" W 106.79' The City of College Station Lot 2R, Block 4 The Business Center al College Statlon, Phase 3 30-275 Ac. AL=241.81' Plat 11640/99tij R.55-00' Deed 1385/14 ❑=251' j4'04- 0 CL,89.03• �o SCALE: 1'=100' CB=S 66'36'10- E 40' Building Setback Llne 3/4- Iran Pi" O- a rp {V f 1 bi009� / a C -<" .` ff [3764/1301 Abandonment PL161ic flight-f-lNay 0.4b Acres AL=31-37' R=50.00' A=35.5702" CL=30,86' l CBS 41122,21- W 112- Iron Rod FnA- F/J 1 # } STA7ACORP, LP, a Texas limited partnership Lot IR, Black 4 { The Business Center at College Station, Phase 3 8-923 At - Plot 11640/99 Deed 11884/1 Set 1/2- Iran Rod w/Cap —X in Gone, 50' x 100, Joint Access Esrnt, I3764/1301 L j � � S E3°E3'54" W 146.SQ' —5/8- Iron Rod w/Cup Board of Regents The Texas ABM University System Lol 3, Block 4 The Business Center at College Station, Phase 3 14-50 AG, Ptai 3T64/130 Deed 4207/252 Survey verified an the -ground December 16, 202 ABANDONMENT OF PUBLIC RIGHT-OF-WAY OA6 OF ONE ACRE OUP or TECHNOLOGY WAY ROW VOLUME 3764, PAGE 130 S.W. ROBERTSON SURVEY, A-202 BRAZOS COUNTY, TEXAS SCALE 1*=100' NOVEMBER 3, 2014 UPDATER JANUARY % 2025 4 REVISED: JANUARY 29, 21M ORDINANCE NO. 2025-4586 Page 6 of 9 Exhibit B That all of the following conditions must be satisfied before the abandonment becomes effective: 1. The pavement will remain in place until a City approved and permitted turn -around is constructed, signage is installed at the end of the pavement, and associated streetlights are removed, all at StataCorp LP's expense; and 2. The City shall retain a public utility easement over existing utilities in the Right -of -Way as set forth in the description and survey in this Exhibit. LOCATION MAP TURN -AROUND TO BE CONSTRUCTED, SIGNAGE TO BE INSTALLED, STREETLIGHTS TO BE REMOVED er EASEMENI TO BE RETAINED Y 'C OVER UTILITIES r ` =O Z F. el iu. 1a _ -rfpun � � ae4 r 11 eer, V,eI�vJ to o br a�,mb ag 2 9 A ORDINANCE NO. 2025-4586 Page 7 of 9 { E R FIELD NOTES DESCRIPTION "SURVEYING OF 0.205ACRE PUBLIC UTILITY EASEMENT SAMUEL W. ROBERSON LEAGUE SURVEY, ABSTRACT 202 COLLEGE STATION, BRAZOS COUNTY, TFXA5 A FIELD NOTES DESCRIPTION OF A 0.206 ACRE PUBLIC UTILITY EASEMENT IN THE SAMUEL W. ROBERSON LEAGUE SURVEY, ABSTRACT 202, IN COLLEGESTATION, BRAZOS COUNTY,TEXAS, OVER, ACROSS ANn UPON LOT2, BLDCN 4 OF THE BUSINESS CENTER AT COLLEGE STATION, PHASE TWO, FILED IN VOLUME 3490, PAGE 267OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,TEXAS (OPRBCTJ, A PORTION OF TECHNOLOGY WAY BEING A 70' WIDE RIGHT-OF-WAY DEDICATED BY THE PLAT OF THE BUSINESS CENTER ATCOLLEGE STATION, PHASE THREE FILED IN VOLUME 3764, PAGE 130 (OPRBCT) AND LOT 1R, BLOCK 4 OF THE BUSINESS CENTER AT COLLEGE STATION, PHASE THREE FILED IN VOLUME 1164D, PAGE 99 (OPRBCT); SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLDWS: BEGINNING ata 112 inch iron rodwith yellow plastic cap stamped'K, NICCLURE RPL5 555U' found in the northeast line of said Lot 2, at the mostwesterly corner of said Lot Rand a southeast corner of tot 211, Block 4 of said Phase Three (1154409 OPRBCT), from which the City of College Station Man 11 hears 5 71' 4723" W, a distance of 1,520,71 feet; THENCE, with the Common line of said Lots I and 2R, N 51' 32' 38' E, for a distance of 34.8E feet to a paint for the north corner hereof, from which a 112 inch iron rod with yellow plastic cap stamped 'K. MCCLURE RPL5 5650' found at the north corner of Said Lot 1R bears N 61' 32' 38" E, a distance of 353.10 feet; THENCE, Crossing said Lot 1R, Technology way and said Lot 2, the following two (2) caursesand distances: I) S 45' 38' 46" E, a di5tance of 71.87 fleet tD a point; 2) S 23' 28' 49" W, a distance of 136.05 feet to a paint; 4) 5 fib° 34' 50" E, a distance of 43.47 feet to a point; 4) N 23' 53' 46" E, a distance of 113.63 feet to a point; 5) 5 66' 09' 34" E, a distance of 15.00 feet to a point for the east corner hereof; 6) 5 23' 50' 26" W, a distance of 143.52feet to a point for the south corner hereof: 7) N 66"34' 50" W, at a distance of 3.55 feetcro55ing the common line of said Lot1R and Technology Wag, at a di5tanoe of 73.55 feet crossing the Common fine of Technology Nay and said Lot 2 and continuing for a total distance of 79.48 feet to a paint for the southwest corner hereof; and IIPa;i': 24-1309.dorx ORDINANCE NO. 2025-4586 Page 8 of 9 81 N 23° 50' 06" E, a distance of 139.45 feet to a paint in the common line of said Lots 2 and iR, from which a 112 inch iron rod with yellow plastic capstamped'K. MCCLURE RPLS 5650' found at the east corner of said Lot 2 bears 5 47° 36' S2" E, a distance of 5.19 feet, THENCE, with the common line of said Lots 2 and 1R, N 47° 36' 52" W, for a distance of 72.80 feet to the POINT DF BEGINNING hereof and containing 0,206 acres, more or less. Surveyed on the ground luly 2024 under my supervision. 5ee plat prepared November 2D24 for other information. The bearing basis forthis survey is based un the Texas State Plane Coordinate System of 1983 (NA083), Central Zone, Grid North as e5tahIi5hed from GPS observation using the Leica Smartnet NA083 (AA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances.7o obtain grid distances (not grid areas) divide by a combined scale factor of 1.000096220651873082 (calculated using GE010126). Reference drawing: 24- 1309-Exhibit, ...1... ................r... MICFiAEL KONETSKI 111T124 Michael Ko etski Registered Professional land Surveyor No. 6531 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Dr. Brgan, TX 77802 Office: (979) 2G8-31951 Web: www. ke rrla ndsurveuinu.ca m 5urveusRkerrsurveuinu.net ) TBPELS Firm No. 10018500 2(Page 24-1309.dorx w io' ORDINANCE NO. 2025-4586 Page 9 of 9 (:4) SCALE. T' = 50' UNE I BEARING Ll N61-3218"E I•E 54E18'46"E L3 ,-523120149"W L4 SEB'34'S0'E L5 N23'93'4S*E LB 596'19'34'E u 523'SU25'YI LB N N55'3450" W L9 123'5WDS* E I L10 N4r36'S2'IAN LE6ENEk OPRBCT -OFFICIAL PUBLII NECDRES Of EMS LDUMTV,TE)M 1231456=40LUMEAN0 PAGE FROM PUBLICCDUNTYRKORE5 NIF = NOW OR FORMERLY ()= REDORD INFORMATION U21RF METWHE =IRINCH IRON RAID WITH YELLOW PLASTIC (AP 4TAMPEO 'HMCCLUHFRPLS 5150' FOUND e4 WATERVAIVE ♦ FIRE HYDRANT 0 SANITARY SEWER MANHOLE 0 STURM5EWERMANHOLE )0( LIBTUPOLUSTANDARD ® kk DNIT APFWOXIMATE LOCATNIIIOF EC SANITART SEWER UNE 55-N APPMMATE LOCATION OF 1O' SANITARY SEWER UNE SFr APPRO)OIAATE LA[ATION OF 12' BEATER LME Har LAr2R,BLWC4 �° � THE &bNIt�S EEJIrE11 A7 C�LLEEE t '' el f STATION, PHASE THEM 7'ss; '.• u 131 DISTANCE I 3a.ea' I OFtR'n-Rfip 1 �7•`,.`1 (lg r MON 00 I -MJBT I 5? F` 43.47 P1749VTflF T13.6S` I 15.OD' I b2xFAva 14352' I 79AT 1 { 139.46' Jl JPdPfAFC2iiR7E6&1JP5 r+f - nm 1 547°mv'E LOT?, am 4 TFE BUSINESS CENTER ATCCNIEEF { /r STATION, PHASE TWO I'3�i9O126TITPROC71 } rrf j 3O' WIDE LANDSCAPE ACCE956 PUBEC UTIUTYEASEMENT M901261 0PRI3M MICHALL KONET51{I SURVEY PLAT OF A u-M6 AfRE PUBLIC UllLITY EASEMENT SAMUEL W. ROBE RSON LEAGUE SURVEY, ABSTRACT 202 COLLEGE STATION, BRA295N]UUNTY, TEXAS _ SM: IINEH = 50FEET suRgLv DATE' U7-19-2O2a 1 RAT DATE:11 W 2424 111N HUMIlEIt &13091 CAL NAME 24-UM-EIDIIMIT POINT FNIY 24453-S DRAM aY: WJR DKKJO Qv: w PREPARE BY: REAR iDRYEIK LLA "L4Whericu er50D51and5 7RESF RIVE. CRYA5W P 1T1aORIAR{RESHOAIVE,BRfAILTE7iP5TF8B2 to gain ever anDrher,lhe PHONE:19T91261AM Fattsmwbe urco ved' SURVEYSPERA5URWA GAIT IP;IRHuNusuRvtrlN6.1um { !f rr r, rr f fr f +rr� rr rrr fl lrr r+r I r+l w OlEfi ACRE PUBLIC UTILITY EASEMENT a 20{y10EPL1BLIC� \ UT1 L11Y E45EMEMI 1 � j37Ti4J13U UPRoi: q r 46 4 / t I � BldtV-OFF VALVE } { 1 { { fff 1 1�wmF { LANNIS[AP€ G %� { UTIL1IY EASEMENrr I37fi4FI30 Dwlern f{ { LOT lkFILM 4 { THEBUSINE SCENTERAT[IhLEGE } STATION, PHASE THREE } 01640199 OPROq } GENERALNOTE5 I. BEARING SYSTEM SHOWN HEREON 15IA5ED ON TEXAS COORDINATE 5v5TEM OF IM, CENTRAL ZONE (42031. GRID NORTH AS ESTABLISHED FROM GPS 095ERVATIUN USING THE LEICA SMARTNET NA003 INAMIlI EPOCH 2O10 MULTI -YEAR (aRSSOLUTION 2 (MYC52), 2, DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTEIL TO OBTAIN GRID DISTANCES {NOT AREASh DIVIDE BY A COMBINEO SCALE FACTOR DF 1 600096220651enM (CALCULATED U51-NG GEOIb12I3). 3. (EM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THISPLAT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND &DUN051. THE PLAT AND FIEEO NOTES ARE INTENOED TO BE ONE INSTRUMENT TOGETHER.