HomeMy WebLinkAbout2017-3958 - Ordinance - 11/09/2017 ORDINANCE NO. 2017-3958
AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING
AND ABANDONING A 0.132 ACRE PORTION OF THE RIGHT-OF- WAY OF
CORSAIR DRIVE, SAID PORTION LYING ALONG LOT 11 OF THE CENTURY HILL
DEVELOPMENT SUBDIVISION, ACCORDING TO THE PLAT RECORDED IN
VOLUME 7623, PAGE 231 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS.
WHEREAS, the City of College Station, Texas, has received an application for the vacation
and abandonment of a 0.132 acre portion of the 120—foot width Right-of-Way of Corsair
Drive, said portion lying along Lot 11 of the Century Hill Development Subdivision,
according to the plat recorded in Volume 7623, Page 231, of the Deed Records of Brazos
County, Texas, as described in Exhibit "A" attached hereto (such portion hereinafter referred
to as the "Right-of-Way"); and
WHEREAS, in order for 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 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;
5. Utility infrastructure exists within the Right-of-way and the City has a
continuing need for currently remaining public utilities to remain
within the Right-of-way, and said uses are expressly not abandoned
herein; and
ORDINANCE NO.2017-3958 Page 2 of 4
PART 2: That the Right-of-Way as described in Exhibit "A" be abandoned and vacated
by the City only upon completion of the following conditions:
1. The City shall retain a blanket public utility easement over the entire
property, that shall survive this abandonment, until such time that the
Applicant, conveys by separate instrument or plat to the City a public
utility easement or right-of-way at the location of the sanitary sewer
main, in a form acceptable to the City.
PASSED, ADOPTED and APPROVED this 9th day of November, 2017
ATTEST: APPROV .5:
vx (Y1, Aip ,
City ecreta �' •r
APPROVED•
City tto ey
ORDINANCE NO.2017-3958 Exhibit A Page 3 of 4
METES AND BOUNDS DESCRIPTION
OFA
0.132 ACRE TRACT
CENTURY HILL DEVELOPMENT
COLLEGE STATION,BRAZOS COUNTY,TEXAS
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND
BEING SITUATED IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, SAID TRACT BEING A PORTION OF
CORSAIR CIRCLE (A 60' \VIDE PUBLIC RIGHT-OF-WAY) AS SHOWN ON 'II-1E PIAT OC CENTURY HILI:,.
DEVELOPMENT RECORDED IN VOLUME 7623,PAGE 231 OF ME OFFICIAL PURI AC 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 WITH CAP MARKED `JONES & CARTER CORNER' FOUND
(N:10205452.21, 1x:3569427.20) ON THE EAST LINE OF CORSAIR CIRCLE MARKING THE NORTHWEST
CORNER OF SAID LOT 11 AND THE SOUTHWEST CORNER OF LOT 6, EMERALD POINT SUBDIVISION
ACCORDING TO THE PLA RECORDED IN VOLUME 13606,PAGE 14 OFTHE OI=FICIAL PUBLIC RECORDS OF
BRAZOS COUN'T'Y,TEXAS. SAID IRON ROD FOUND MARKING TEE BEGINNING OF A CLOCKWISE CURVE
HAVING A RADIUS OF 60.00 FEET,FOR REFERENCE,A 5/8 INCH IRON ROD FOUND BIERS:N 88°39'40"W
FOR A DISTANCE OF 861.81 FEET AND A V2 INCH IRON ROD FOUND IN CONCRETE MARKING THE
NORTHEAST CORNER OF SAID LOT 11131 ARS:S 88°39'40"E FOR A DISTANCE OF 58.58 FEET(PLAT CALL
BEARING: S 88°40' 04"E, 7623/231). COORDINATES AND 31A.R:ING SYSTEM SHOWN HEREIN ARE:NA:D83
(TEXAS STATE PLANE CENTRAL ZONE—GRID NORTH)BASED ON THE PUBLISHED COORDINATES OF THE
CI'T'Y OF COLLEGE STATION CONTROL MONUMENT CS94-1.29 (N:1020582.2.95, 1:3568553.08) AND AS
ESTABLISHED BY GPS OBSERVATION;
ENCE: ALONG THE EAST LINE OF CORSAIR CIRCLE FOR THE FOLLOWING CALLS:
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 166°44' 50"FOR AN ARC DISTANCE OF
1.74.60 FEET (CHORD BEARS: S 08°01'09" E 11.9.19 FEET) (PLAT CALL CHORD: S 08° 01' 00"
11920 FEET, 7623/231) TO A POINT" MARKING THE END POINT OF SAID CURVE AND THE
BEGINNING OF A COUNTER-CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 67"48'02"FOR AN ARC DISTANCE OF 29.58
FEET(CHORD BEARS:S 41°27 15"W--27.89 FEET)(PLAT CALL CHORD:S 41°27'23"W—27.89 FEET,
7623/231) To A POINT MARKING THE END POINT OF SAID CURVE AND THE BEGINNING OF A.
COUNTER-CLOCKWISE CURVE HAVING A RADIUS OF 430.00 FEET;
THENCE: THROUGH THE RIGHT-OF-WAY OF CORSAIR CIRCLE FOR THE FOLLOWING CALLS:
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 08°59'37"FOR AN ARC DISTANCE OF 67.49
FEET(CHORD BEARS:N 03°04'23"E 67.42 FEET)TO A POINT MARKING THE END POINT OF SAID
CURVE;
N 01°25'26"W FOR A DISTANCE OF 71.62 FEET TO THE POINT OF BEGINNING CONTAINING 0.132
OF AN ACRE OF LAND(5,759 SQUARE FEET)AS SURVEYED ON THE GROUND AUGUST 2017.. SEE
PLAT PREPARED AUGUST" 2017, FOR MORE DESCRIPTIVE INFORMATION. DISTANCES SHOWN
IIF..R;EIN ARE GRID DISTANCES TO DETERMINE SURFA}'E DISTANCES MULTIPLY BY A
COMBINED SCALE FACTOR OF 1.00010242(BASED ON THE P k,LIS -D SCALE FACTOR OF CS94-
129).
BRAD KERR OE 7^ �.
REGISTERED R1 D PROFESSIONAL 1 0.4 1
LAND SURVEYOR No.4502
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ORDINANCE NO.2017-3958 Page 4 of 4
I I
I20' PUE
13606/14
N/F
PAESUERTA, LP
—_.._ -`F EMERALD POINT
EXISTING R.O.W. 5.45 ACRES
ABANDONMENT / 13606/014
0.132 ACRES ZONED SC
/ /\
J / / ij
40' DRAINAGE / / N
AND /// / U
PUBLIC UTILITY
EASEMENT /
612/589
20' DRAINAGE / /
AND
PUBLIC UTILITY i /
EASEMENT 8 // /
612/589 �' // /
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PROPERTIES, LLCL '� 1.892 A('"
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DEVELOPMENT
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1 SCALE IN FEET
LINE TABLE VICINITY MAP
LINE # LENGTH DIRECTION ,
L1 71.62' Ni' 25' 26"W
Curve Table ,,
CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION •ROJECT
LOCATION
Cl 29.58' 25.00' 067'48'02" 16.80' 27.89' S41'27'15"W j/,
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C2 174.60' 59.99' 166'44'50" 516.44' 119.19' 508'01'09"E !"
C3 67.49' 429.96' 008'59'37" 33.81' 67.42' NO3'04'23"E l , %?a
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