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Home My WebLink About2014-3553 - Ordinance - 02/27/2014• ORDINANCE NO. 204 —355 AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 0.207 -ACRE PORTION OF HAWTHORNE STREET RIGHT- OF-WAY LOCATED AT 807 HOLLEMAN STREET IN THE CITY OF COLLEGE STATION, TEXAS. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of a 0.207 -Acre portion of Hawthorne Street 50 -foot width right-of-way, which is located at 807 Holleman Drive between Winding Road and Glade Street within the Woodson Village, Fifth Installment Subdivision according to the plat recorded in Volume 316, Page 353 of the Deed Records of Brazos County, Texas, as described in Exhibit "A" as attached hereto (such portions collectively hereinafter referred to as the "Right -of -Way"); 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 after the opening and closing of a public hearing the City Council finds the following pertaining to the vacating and abandoning of the Right -of -Way as conditioned herein below as described in Exhibit "A" attached hereto and made a part of this Ordinance for all purposes: 1. Abandonment of the Right -of -Way will result in removal of access to 811 Holleman Drive and will necessitate replatting 811 Holleman Drive to provide such access; 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; and 5. Utility infrastructure exists within the Right -of -Way and the City has a continuing need for currently existing public utilities to remain within the Right -of -Way, and said uses are expressly not abandoned herein. P: IAGEN-CALUn Review12.27.14111awthorne St. - ROW AbandlHawthorne Aband Ord 2-14-14.docx Hawthorne Street Abandonment 2 PART 2: That the 0.207 -Acre Right -of -Way known as Hawthorne Street as described in Exhibit "A" is hereby vacated and abandoned by the City subject to completion of the following conditions: 1. The Applicant must replat the Hawthorne Street Right -of -Way and Lot 9, Block 11 of the Woodson Village, Fifth Installment Subdivision no later than 180 days after the date of this Ordinance; 2. The City will reserve a blanket public utility easement on the area to be abandoned as described in Exhibit "A", and the City will not abandon any easements uses until public utility easements are dedicated to the City by replat or separate instrument; PART 3: That if the above referenced conditions are not met and satisfied then this Ordinance will automatically be null and void and the Right -of -Way will not be abandoned. PASSED, ADOPTED and APPROVED this .27'L day of APPROVED: Mayor ATTEST: City Secretor^ APPROVED: City Attorney 2014. c, METES AND BOUNDS DESCRIPTION OF A 0.207 ACRE TRACT CRAWFORD BURNETT LEAGUE. A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF HAWTHORNE STREET ADJOINING LOTS 9 AND 10, BLOCK 11 AND LOT 11, BLOCK 9, WOODSON VILLAGE, FIFTH INSTALLMENT ACCORDING TO THE PLAT RECORDED IN VOLUME 316, PAGE 353 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8 INCH IRON ROD FOUND IN CONCRETE ON THE NORTHWEST LINE OF HOLLEMAN DRIVE (50' R.O.W.) MARKING THE EAST CORNER OF SAID LOT 10. SAID IRON ROD FOUND MARKING THE BEGINNING OF A COUNTER -CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET. FOR REFERENCE, CITY OF COLLEGE STATION GPS MONUMENT NO. 220 BEARS: S 52° 14' 22" E FOR A DISTANCE OF 943.05 FEET; THENCE: ALONG SAID CURVE AND ALONG THE SOUTHWEST LINE OF HAWTHORNE STREET THROUGH A CENTRAL, ANGLE OF 89° 50' 30" (PLAT CALL: 90° 16' 09") FOR AN ARC DISTANCE OF 39.20 FEET (CHORD BEARS: N 31° 24' 49" W - 35.31 FEET) TO A POINT MARKING THE END POINT OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 388.63 FEET. FOR REFERENCE, A 3/8 INCH IRON ROD FOUND BEARS: S 13° 39' 55" W FOR A DISTANCE OF 0.06 FEET; THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23° 37' 41" FOR AN ARC DISTANCE OF 160.27 FEET (CHORD BEARS: N 63° 59' 14" W - 159.13 FEET) TO A POINT ON THE SOUTHEAST LINE OF LOT 10, PERSHING PLACE ACCORDING TO THE PLAT RECORDED IN VOLUME 2777, PAGE 321 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID POINT MARKING THE END POINT OF SAID CURVE AND THE NORTH CORNER OF SAID LOT 9. FOR REFERENCE, A 1/2 INCH IRON ROD FOUND MARKING THE WEST CORNER OF SAID LOT 9 BEARS: S 30° 43' 07" W FOR A DISTANCE OF 123.49 FEET (PLAT CALL: S 30° 41' 44" W - 123.56 FEET, 316/353) AND A 1/2 INCH IRON ROD FOUND BEARS: N 67° 30' 04" E FOR A DISTANCE OF 0.79 FEET; THENCE: N 30° 43' 07" E ALONG THE COMMON LINE OF SAID WOODSON VILLAGE AND SAID PERSHING PLACE FOR A DISTANCE OF 50.45 FEET (PLAT CALL: N 30° 41' 44" E - 50.45 FEET, 316/353) TO A POINT MARKING THE WEST CORNER OF SAID LOT 11 AND THE BEGINNING OF A COUNTER- CLOCKWISE CURVE HAVING A RADIUS OF 338.63 FEET. FOR REFERENCE, A 1/2 INCH IRON ROD FOUND BEARS: N 22° 52' 03" E FOR A DISTANCE OF 1.25 FEET; THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23° 28' 31" FOR AN ARC DISTANCE OF 138.74 FEET (CHORD BEARS: S 62° 51' 17" E - 137.78 FEET)(PLAT CALL CHORD: S 62° 51' 57" E - 137.77 FEET, 316/353) TO A 5/8 INCH IRON ROD FOUND MARKING THE END POINT OF SAID CURVE AND THE BEGINNING OF A COUNTER -CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 91° 45' 12" (PLAT CALL: 91° 45' 13", 316/353) FOR AN ARC DISTANCE OF 40.03 FEET (CHORD BEARS: N 59° 31' 52" E - 35.89 FEET) TO A POINT IN AN EXISTING DRIVEWAY ON THE NORTHWEST LINE OF HOLLEMAN DRIVE. SAID POINT MARKING THE END POINT OF SAID CURVE, THE SOUTHEAST CORNER OF SAID LOT 11 AND THE BEGINNING OF A COUNTER -CLOCKWISE CURVE HAVING A RADIUS OF 425.00 FEET. FOR REFERENCE, A 5/8 INCH IRON ROD FOUND MARKING TIIE EAST CORNER OF SAID LOT 11 BEARS: N 1 18° 02' 24" E FOR A DISTANCE OF 65.00 FEET (PLAT CALL: N 18° 01' 44" E - 65.00 FEET, 316/353); THENCE: ALONG SAID CURVE AND ALONG THE NORTHWEST LINE OF HOLLEMAN DRIVE THROUGH A CENTRAL ANGLE OF 06° 46' 24" FOR AN ARC DISTANCE OF 50.24 FEET (CHORD BEARS: S 10° 16' 04" W - 50.21 FEET) TO A POINT MARKING THE END POINT OF SAID CURVE AND THF, BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 375.00 FEET; THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07° 38' 57" FOR AN ARC DISTANCE OF 50.06 FEET (CHORD BEARS: S 10° 17' 35" W - 50.03 FEET) TO THE POINT OF BEGINNING CONTAINING 0.207 OF AN ACRE OF LAND (9019 SQ. FT.), MORE OR LESS, AS SURVEYED ON THE GROUND SEPTEMBER, 2013. SEE PLAT PREPARED SEPTEMBER, 2013, FOR MORE DESCRIPTIVE INFORMATION. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED BY GPS OBSERVATION. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR No. 4502 C:/WORK/MAB/13-672 G G 2 .1A4 OF « r- : EDRAC' KERB ) ) \:00%,.onc000uo«r«««oa«:0o 77 ti :«may \.SU�Jv BEARING STD/ SHOWN HEREON 6 BASED ON GRID MORIN AS ESTAS.6HED FROM CPS ORSERVA110N 01 - CONTROL/4G MONUMENT FOUND AHD USED 10 EST/HUAI PROPERTY UHES SEE ME*ES AND BOUNDS PREPARED SU:G.8ER. 2013, FOR MORE OESGRPTNE INFORMATION. SCALE: 1" = 20' G �G mer G.3 CURVE TABLE AIL 114.0 ..E,R,. • uxar •.x.v a arm', .mow : .r:: s dw,• Ep[� MG. 1p NT • 414"F 1rs.3D• sT •3.-x 17,6'01 k-01' • 1.V%8 13.41:, ,n.Tr t .81:18 IXIL.881 SURVEY PLAT OF A 0.207 ACRE PORTION OF HAWTHORNE STREET ADJOINING LOTS 9 & 10, BLOCK 11 AND LOT 11, BLOCK 9 WOODSON VILLAGE, FIFTH INSTALLMENT VOLUME 316, PAGE 353 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION. BRAZOS COUNTY. TEXAS SCAL • : INCH - 20 FEE 3 SURVEY GATE. G9-16.13 r' PIAT DATE: *1-17-13 li JOB NUMBER: 13-572 GAD NAME: 13-672 CR5 FILE: SWGGD (tent): 13-672 (job) PREPARED BY: KERR SURVEYING, LLC 409 N. TEXAS AVE1'1NF. BRYAN. 13.5 77803 PHONE (179) 2011-319.,• N rn Q C C) rn 0 C) 0 V Z 0 0 ( D r m