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HomeMy WebLinkAboutOrdinance 24117-04-2020 ORDINANCE NO. 24117-04-2020 AN ORDINANCE VACATING, ABANDONING AND EXTINGUISHING A PUBLIC ACCESS EASEMENT LOCATED IN THE W. WHEAT SURVEY, ABSTRACT NO. 1647 AND THE W. LITTLE SURVEY, ABSTRACT NO. 945, IN THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, BEING PART OF LOTS 1, 2, AND 3, BLOCK 1, RIVERFRONT LOFTS ADDITION AS SHOWN ON THE PLAT THEREOF RECORDED IN DOCUMENT NO. D217147861, DEED RECORDS, TARRANT COUNTY, TEXAS, AND CONTAINING APPROXIMATELY 1.038 ACRES OF LAND; PROVIDING FOR REVERSION OF FEE IN SAID LAND; REPEALING ALL ORDINANCES IN CONFLICT HEREWITH; AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH,TEXAS: SECTION 1. That a portion of a public access easement located in the W. Wheat Survey, Abstract No. 1647 and the W. Little Survey, Abstract No. 945, in the City of Fort Worth, Tarrant County, Texas, being part of Lots 1, 2, and 3, Block 1, Riverfront Lofts Addition as shown on the plat thereof recorded in Document No. D217147861, Deed Records, Tarrant County, Texas, and containing approximately 1.038 acres of land, and as more specifically described in Exhibit "A", attached hereto and incorporated herein by reference,be and the same is vacated, abandoned and extinguished. SECTION 2. That the fee to the land in the above described vacated public access easement is hereby released and shall revert to the adjacent owner as provided by law. SECTION 3. That all ordinances or parts of ordinances in conflict herewith are hereby repealed. Public Access Easement(VA-19-009) Ordinance No.24 1 1 7-04-2020 Page 1 of 2 SECTION 4. That this ordinance shall take effect upon adoption. APPROVED AS TO FORM AND LEGALITY: ����Gi<«� 111my-J Melinda Ramos(Apr 16,2020) Sr.Assistant City Attorney Mary Kayser, City Secretary Adopted and Effective: April 7,2020 yA. C� O ? S � Public Access Easement(VA-19-009) Ordinance No.24117-04-2020 Page 2 of 2 EXHIBIT A y ?4,�^ EASEMENT ABANDONMENT 1.038 ACRES LOTS 1-3, BLOCK 1 RIVERFRONT LOFTS ADDITION TARRANT COUNTY, TEXAS U 0' 60' 120' N R1R£!AN£& ACCESS fAS£Il£NI uI PER 0117147881 O� tj V� <O O "w n „ N�I LOT 1, BLOCK 1 \ r7R£LOF&FMir ACCESS£ASfYIENT . 00I PfR 10T17fITB6J OF � kp < J.E. THOMPSON > 0 4857 CERTIFICATION: 1 HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED FROM AN \ ACCURATE ON-THE-GROUND SURVEY OF THE PREMISES DEPICTED HEREON \ AND DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO, CONDUCTED UNDER MY DIRECTION AND SUPERVISION ON 02/02/2017 AND THAT THE FINDINGS AND RESULTS OF SAID SURVEY ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 111 N.DIXON ST. GAINESVILLE,TX 76240 PH. 940-665-9105 —r MERICAN TSPLS FIRM NO.10048000 Ap�ypf�.. u It v x v Y W d J.E.THOMPSON II R.P.L.S.No 4857 DRAWN BY: DATE: JOB NO. SCALE: PAGE: T.A.R. 1 04/22/2019 19092-2 1 1.-An, 1 OF 8 S090 � S IZ% C6 C8 Co Puy Off LOT 1, BLOCK 1 PEx 0T171�7861 1 TaRI LANE&PV86V ACaW EASEMENT PEIP 0217147661 I l LOT 1, BLOCK 1 E OF T -F7:� LANE h P(/BL/C -tit %iFo 91I1 ACCEZ E4SEl T PDP X17147861 k' ......... 2 J.E. THOMPSON ... 4857....J:. C12 � 'Lp�'.esslJ�i� SUR C13 L13 CERTIFICATION: I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED FROM AN ACCURATE ON-THE-GROUND SURVEY OF THE PREMISES DEPICTED HEREON AND DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO, CONDUCTED UNDER MY DIRECTION AND SUPERVISKlN ON 02WJ2017 AND IVAT 7NE FINDINGS AND RESULTS OF SAID SURVEY ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. cT�,. . J.E.THOMPSON 11 R.P.L.S.No 4857 1 EASEMENTABANDONMENT 1.038 ACRES N 05 LOTS 1-3, BLOCK 1 RIVERFRONT LOFTS ADDITION TARRANT COUNTY, TEXAS i 111 N.DIXON ST. GAINESVILLE,TX 76240 L PH. 940-665-9105 0' 60' 120' MSRICAN TBPLS FIRM NO.10048000 UIQvISyINa DRAWN BY: DATE: JOB NO. SCALE: PAGE: T.A.R. 04/22/2019 19092-2 -80' 2 OF 8 �j 1 Lp C15 v LOT 2, BLOCK 1 / 5/8' IRF l / - L20 fIR£LAN£&PUBLIC �fff LANE k PLWC AGL^£SS EMMEW ACaW MEM£NT 0' 69 120' PER 01I7I17&1 PLR 0717117BSI LOT 3, BLOCK 1 �EOFkp TF < J.E.I. THOMPSON 4857 �Po� EASEMENT ABANDONMENT 9 'gip 0 '-1 so RJR 1.038 ACRES LOTS 1-3, BLOCK 1 CERTIFICATION: I HERE13Y CERTIFY THAT THIS SURVEY HAS BEEN PREPARED FROM AN RIVERFRONT LOFTS ADDITION ACCURATE AND DESCRIBED IN THELEGAL DESCRIPTION D SURVEY OF EATTACHED HERETO,PREMISES D HEREON TARRANT COUNTY, TEXAS CONDUCTED UNDER MY DIRECTION AND SUPERVISION ON 02(02@017 AND THAT THE FINDINGS AND RESULTS OF SAID SURVEY ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 111 N.DIXON ST. GAINESVILLE,TX 76240 ..� L PH. 940-665-9105 V My�� TBPLS FIRM N0.10048000 J.E.THOMPSON 11 R.P.L.S.No 4857 DRAWN BY: DATE: JOB NO. I SCALE: PAGE: T.A.R. I 04/2212019 1 1 W92-2 V-60' 3 OF 8 R AR H RADIUS I LENGTH 1A R335 6C1 26.01 768.60 2H C2 44.98 30.00 85'53 55 S 19'23 45 W 40.88 C3 22.06 51.03 2445 55 S I V39 28 E 21.89 C4 125.86 163,50 44'0616 S 251912 E 122.77 C5 22.07 101.50 12'27 25 S 47'15 03 E 22.02 C6 39.18 25.00 89'46 17 S 85'55 29 E 35.30 C7 46.80 25.00 107.14 58 S 04'27 O6 E 40.26 C8 31.74 25.00 72'45 02 N 8632 54 E 29.65 C9 79.94 51.00 89'48 17 N 85'55 29 W 72.00 C10 39.27 25,00 90'00 00 N 86'01 20 W 35,36 C11 46.63 326.00 8'11 46 S 53'0433 W 46.59 C12 6,74 10.00 38'38 07 S 37'51 22 W 6.62 C13 8.63 25.0Q 19'46 31 S 2W25 34 W 8.59 C14 23.51 25.00 53'52 34 5 00'59 54 W 22.65 cis 49.43 27.00 104'53 11 S 78'22 58 E 42.81 C16 29.05 27.00 61'38 51 S 18'21 01 W 27.67 C17 12.19 25.00 27'56 22 S 26'26 40 E 12.07 C18 21.8 V 26.00 48'04 lollS 64'26 56 E 21.18 C19 26.31 25.00 46'32 50 N 66'22 O6 E 19,76 C20 113.78 51.00 127'49 56 S 26'26 34 E 91.61 C21 45.33 52.00 4W56 36 N 65'23 09 W 43.91 C22 2C87 51.Q0 27'56 23 N 26'26 39 W 24.62 C23 12,46 53.00 13'27 58 N 19'12 24 W 12.43 C24 21.33 49.00 2456 44 N 13'28 O1 W 21.17 C25 8.58 22.00 22'20 53 N 12'10 05 W 8.53 C26 70.61 25.00 161'49 16 N 23'56 54 E 49.37 C27 20.81 25.00 47'41 06 N 81'00 59 E 20.21 C28 42.92 300.00 8'11 47 N 53'04 33 E 42.88 C29 44.71 25.00 102'27 25 N 02'15 03 W 38.98 C30 12.27 124.50 538 49 N 50'39 21 W 12.27 C31 145.98 189.50 44'08 14 N 25'20 11 W 142.40 C32 10.52 25.00 24'47 16 N 15'39 42 W 10.73 C33 84.98 56.00 86'56 29 N 18'52 28 E 77.05 C34 9.71 98.50 5'38 49 S 5939 21 E 9.70 r �EOFT� , IN [BEARING, D L1 S 62'20 43 W 8.61 L2 5 2726 57 E 121.35 * 1a L3 S 28'02 2s E 77.25 < J.E. THOMPSON > L4 S 47'49 57 E 63.61 L5 S 3'2 50 58 45 E .24 4867 r L6 S 1'01 20 E 95.34 9 •o,�, 0- L7 N 49'10 23 E 7.44 '1'� .4 S S,!• Y� L8 S 58'04 35 E 79.58 S U Ra L9 S 49'10 23 W 31.04 L10 N 41'01 20 W 48.3 L11 S 4656 40 W 69.43 CERTIFICATION: L12 S 57'10 26 W 138.80 1 HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED FROM AN ACCURATE L13 S 22'41 02 W 3.50 ON-THE-GROUND SURVEY OF THE PREMISES DEPICTED HEREON AND DESCRIBED IN THE L14 S 25'56 23 E 83.76 LEGAL DESCRIPTION ATTACHED HERETO,CONDUCTED UNDER MY DIRECTION AND L15 N 49'10 26 E 29.D1 SUPERVISION ON 0200212017 AND THAT THE FINDINGS AND RESULTS OF SAID SURVEY ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. Lib S 4949 34 E 22.00 L17 S 49'10 26 W 56.36 L18 S 12'28 25 E 19.23 L19 S 4926 44 E 156.16 �r"Iw L20 N 89'45 26 E 6.92 J.E.THOMPSON I R.P.L.S.No 4857 L21 N 43'05 41 E 66.77 L23 s $9'38 3o W 110.42 EASEMENT ABANDONMENT L24 N 40`26 44 W 156.16 L25 N 25'56 23 W 126.05 1.038 ACRES L26 N 57'10 26 E 137.71 L27 N 48'58 40 E 50.80 LOTS 1-3, BLOCK 1 L28 IN 53'28 45 W 33.76 L29 N 47'4957 W 63.71 RIVERFRONT LOFTS ADDITION L30 N 28'02 2s W 77.3$ TARRANT COUNTY, TEXAS L31 N 27'26 57 W 122.24 L32 N 62'20 43 E 7.87 111 N.DIXON ST. GAINESVILLE,TX 76240 PH. 940•665-9105 MEIUCAN TBPLS FIRM NO.10048000 DRAWN BY: I DATE: J08 NO. SCALE: PAGE: T.A.R. 04/22/2019 19092-2 1'-60 1 4 OF 8 FIELD NOTES TO ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE W.WHEAT SURVEY,ABSTRACT NUMBER 1647,AND THE W.LITTLE SURVEY,ABSTRACT NUMBER 945,TARRANT COUNTY,TEXAS,BEING A PART OF LOTS 1,2,AND 3,BLOCK 1,RIVERFRONT LOFTS ADDITION,AS SHOWN ON THE PLAT THEREOF RECORDED IN DOCUMENT NUMBER D217147861 OF THE DEED RECORDS OF TARRANT COUNTY,TEXAS,AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT FOR CORNER IN THE SOUTHERN RIGHT-OF-WAY LINE OF NORTHSIDE DRIVE IN THE NORTHEAST LINE OF SAID LOT 1,FROM WHICH THE NORTHERNMOST CORNER OF SAID LOT 1 BEARS NORTH 32 DEGREES 12 MINUTES 00 SECONDS EAST,A DISTANCE OF 58.23 FEET,SAID POINT BEING IN A CURVE TO THE RIGHT; THENCE WITH SAID RIGHT-OF-WAY LINE AND THE NORTHEAST LINE OF LOT 1,WITH SAID CURVE HAVING A RADIUS OF 768.60 FEET,AN ARC LENGTH OF 26.01 FEET,A DELTA ANGLE OF 1 DEGREE 56 MINUTES 20 SECONDS,AND A CHORD WHICH BEARS SOUTH 29 DEGREES 03 MINUTES 32 SECONDS EAST A DISTANCE OF 26.01 FEET TO A POINT FOR CORNER; THENCE CROSSING SAID LOT 1 THE FOLLOWING THIRTY-FIVE(36)CALLS: SOUTH 62 DEGREES 20 MINUTES 43 SECONDS WEST,A DISTANCE OF 8.51 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 30.00 FEET,AN ARC LENGTH OF 44.98 FEET,A DELTA ANGLE OF 85 DEGREES 53 MINUTES 56 SECONDS,AND A CHORD WHICH BEARS SOUTH 19 DEGREES 23 MINUTES 45 SECONDS WEST,A DISTANCE OF 40.88 FEET TO A POINT FOR CORNER; NORTH 27 DEGREES 26 MINUTES 57 SECONDS WEST,A DISTANCE OF 121.35 FEET TO A POINT FOR CORNER; SOUTH 28 DEGREES 02 MINUTES 26 SECONDS WEST,A DISTANCE OF 77.25 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 51.03 FEET,AN ARC LENGTH OF 22.06 FEET,A DELTA ANGLE OF 24 DEGREES 43 MINUTES 55 SECONDS,AND A CHORD WHICH BEARS SOUTH 15 DEGREES 39 MINUTES 28 SECONDS EAST,A DISTANCE OF 21.89 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT: WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 163.50 FEET,AN ARC LENGTH OF 125.86 FEET,A DELTA ANGLE OF 44 DEGREES 06 MINUTES 16 SECONDS,AND A CHORD WHICH BEARS SOUTH 25 DEGREES 19 MINUTES 12 SECONDS EAST,A DISTANCE OF 122.77 FEET TO A POINT FOR CORNER: SOUTH 47 DEGREES 49 MINUTES 57 SECONDS EAST,A DISTANCE OF 63.61 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 98.50 FEET,AN ARC LENGTH OF 9.71 FEET,A DELTA ANGLE OF 5 DEGREES 38 MINUTES 49 SECONDS,AND A CHORD WHICH BEARS SOUTH 50 DEGREES 39 MINUTES 21 SECONDS EAST,A DISTANCE OF 9.70 FEET TO A POINT FOR CORNER; SOUTH 53 DEGREES 28 MINUTES 45 SECONDS EAST,A DISTANCE OF 50.24 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 101.50 FEET,AN ARC LENGTH OF 22.07 FEET,A DELTA ANGLE OF 12 DEGREES 27 MINUTES 25 SECONDS,AND A CHORD WHICH BEARS SOUTH 47 DEGREES 15 MINUTES 03 SECONDS EAST,A DISTANCE OF 22.02 FEET TO A POINT FOR CORNER; SOUTH 41 DEGREES 01 MINUTE 20 SECONDS WEST,A DISTANCE OF 95.34 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 39.18 FEET,A DELTA ANGLE OF 89 DEGREES 48 MINUTES 17 SECONDS,AND A CHORD WHICH BEARS SOUTH 85 DEGREES 55 MINUTES 29 SECONDS EAST,A DISTANCE OF 35.30 FEET TO A POINT FOR CORNER; NORTH 49 DEGREES 10 MINUTES 23 SECONDS EAST,A DISTANCE OF 7.44 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 46.80 FEET,A DELTA ANGLE OF 107 DEGREES 14 MINUTES 58 SECONDS,AND A CHORD WHICH BEARS NORTH 04 DEGREES 27 MINUTES 06 SECONDS EAST,A DISTANCE OF 40.26 FEET TO A POINT FOR CORNER; SOUTH 58 DEGREES 04 MINUTES 35 SECONDS EAST,A DISTANCE OF 79.58 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT: WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 31.74 FEET,A DELTA ANGLE OF 72 DEGREES 45 MINUTES 02 SECONDS,AND A CHORD WHICH BEARS SOUTH 85 DEGREES 32 MINUTES 54 SECONDS WEST,A DISTANCE OF 29.65 FEET TO A POINT FOR CORNER; �E OF TE' < J.E. THOMPSON ... .................. 4857 P EASEMENT ABANDONMENT SR� ,��/ 1.038 ACRES LOTS 1-3, BLOCK 1 CERTIFICATION: RIVERFRONT LOFTS ADDITION 1 HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED FROM AN TARRANT COUNTY, TEXAS ACCURATE ON-THE-GROUND SURVEY OF THE PREMISES DEPICTED HEREON AND DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO, CONDUCTED UNDER MY DIRECTION AND SUPERVISION ON 02002/2017 AND 111 N.DIXON ST. THAT THE FINDINGS AND RESULTS OF SAID SURVEY ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. GAINESVILLE,TX 76240 PH. 940-665-9105 MERICAN TBPLS FIRM NO.10048000 SYRvxyANm - Q '= DRAWN BY: DATE: JOB NO. I SCALE: PAGE: J.E.THOMPSON 11 R.P.L.S.No 4867 T.A.R. 1 04/22/2019 19092-2 1'-80 1 5 OF 8 SOUTH 49 DEGREES 10 MINUTES 23 SECONDS WEST,A DISTANCE OF 31.04 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 61.00 FEET,AN ARC LENGTH OF 79.94 FEET,A DELTA ANGLE OF 89 DEGREES 48 MINUTES 17 SECONDS,AND A CHORD WHICH BEARS NORTH 85 DEGREES 55 MINUTES 29 SECONDS EAST,A DISTANCE OF 72.00 FEET TO A POINT FOR CORNER; NORTH 41 DEGREES 01 MINUTE 20 SECONDS WEST,A DISTANCE OF 48.32 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 39.27 FEET,A DELTA ANGLE OF 90 DEGREES 0 MINUTES 0 SECONDS,AND A CHORD WHICH BEARS NORTH 86 DEGREES 01 MINUTE 20 SECONDS EAST,A DISTANCE OF 36.36 FEET TO A POINT FOR CORNER; SOUTH 48 DEGREES 58 MINUTES 40 SECONDS WEST,A DISTANCE OF 69.43 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 326.00 FEET,AN ARC LENGTH OF 46.63 FEET,A DELTA ANGLE OF 8 DEGREES 11 MINUTES 46 SECONDS,AND A CHORD WHICH BEARS SOUTH 53 DEGREES 04 MINUTES 33 SECONDS WEST,A DISTANCE OF 46.59 FEET TO A POINT FOR CORNER; SOUTH 57 DEGREES 10 MINUTES 26 SECONDS EAST,A DISTANCE OF 138.80 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 10.00 FEET,AN ARC LENGTH OF 6.74 FEET,A DELTA ANGLE OF 38 DEGREES 38 MINUTES 07 SECONDS,AND A CHORD WHICH BEARS NORTH 37 DEGREES 51 MINUTES 22 SECONDS WEST,A DISTANCE OF 6.62 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 8.63 FEET,A DELTA ANGLE OF 19 DEGREES 46 MINUTES 31 SECONDS,AND A CHORD WHICH BEARS SOUTH 28 DEGREES 25 MINUTES 34 SECONDS WEST,A DISTANCE OF 8.59 FEET TO A POINT FOR CORNER; SOUTH 22 DEGREES 41 MINUTES 02 SECONDS WEST,A DISTANCE OF 3.60 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 23.51 FEET,A DELTA ANGLE OF 53 DEGREES 52 MINUTES 34 SECONDS,AND A CHORD WHICH BEARS SOUTH 00 DEGREES 59 MINUTES 54 SECONDS EAST,A DISTANCE OF 22.65 FEET TO A POINT FOR CORNER; SOUTH 25 DEGREES 56 MINUTES 23 SECONDS,A DISTANCE OF 83.76 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 27.00 FEET,AN ARC LENGTH OF 49.43 FEET,A DELTA ANGLE OF 104 DEGREES 53 MINUTES 11 SECONDS,AND A CHORD WHICH BEARS SOUTH 78 DEGREES 22 MINUTES 58 SECONDS EAST,A DISTANCE OF 42.81 FEET TO A POINT FOR CORNER; NORTH 49 DEGREES 10 MINUTES 26 SECONDS EAST,A DISTANCE OF 29.01 FEET TO A POINT FOR CORNER; SOUTH 40 DEGREES 49 MINUTES 34 SECONDS EAST,A DISTANCE OF 22.00 FEET TO A POINT FOR CORNER; SOUTH 49 DEGREES 10 MINUTES 29 SECONDS WEST,A DISTANCE OF 56.36 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 27.00 FEET,AN ARC LENGTH OF 29.05 FEET,A DELTA ANGLE OF 61 DEGREES 38 MINUTES 61 SECONDS,AND A CHORD WHICH BEARS SOUTH 18 DEGREES 21 MINUTES 01 SECOND WEST,A DISTANCE OF 27.67 FEET TO A POINT FOR CORNER; SOUTH 12 DEGREES 28 MINUTES 25 SECONDS WEST,A DISTANCE OF 19.23 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 12.19 FEET,A DELTA ANGLE OF 27 DEGREES 56 MINUTES 22 SECONDS,AND A CHORD WHICH BEARS SOUTH 26 DEGREES 26 MINUTES 40 SECONDS EAST,A DISTANCE OF 12.07 FEET TO A POINT FOR CORNER; THENCE SOUTH 40 DEGREES 26 MINUTES 44 SECONDS EAST,CROSSING SAID LOT 1 PART OF THE WAY,LOT 2 PART OF THE WAY,AND LOT 3 PART OF THE WAY,A DISTANCE OF 156.16 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; THENCE CROSSING SAID LOT 3 THE FOLLOWING EIGHT(8)CALLS: WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 26.00 FEET,AN ARC LENGTH OF 21.81 FEET,A DELTA ANGLE OF 48 DEGREES 04 MINUTES 10 SECONDS.AND A CHORD WHICH BEARS SOUTH 64 DEGREES 26 MINUTES 56 SECONDS EAST,A DISTANCE OF 21.18 FEET TO A POINT FOR CORNER; E OF T F sTf'4 -f,9 * .. ... ......... ......... < J.E. THOMPSON .lo 4857 P EASEMENT ABANDONMENT \9'�p'�.e..s s °Fo� 1.038 ACRES so LOTS 1-3, BLOCK 1 CERTIFICATION: RIVERFRONT LOFTS ADDITION I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED FROM AN TARRANT COUNTY, TEXAS ACCURATE ON-THE-GROUND SURVEY OF THE PREMISES DEPICTED HEREON AND DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO, CONDUCTED UNDER MY DIRECTION AND SUPERVISION ON 02/02/2017 AND 111 N.DIXON ST. THAT THE FINDINGS AND RESULTS OF SAID SURVEY ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. GAINESVUF.TX 76240 PH. 940-665-9105 E V V RI�d TBPLS FIRM NO.10048000 DRAWN BY: DATE: JOB NO. SCALE: PAGE: J.E.THOMPSON 8 R.P.L.S.No 4857 T.A.R. 04/22/2019 19092-2 1'-60' 6 OF 8 NORTH 89 DEGREES 45 MINUTES 26 SECONDS EAST,A DISTANCE OF 6.92 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 26.00 FEET,AN ARC LENGTH OF 20.31 FEET,A DELTA ANGLE OF 46 DEGREES 32 MINUTES 60 SECONDS,AND A CHORD WHICH BEARS NORTH 66 DEGREES 22 MINUTES 06 SECONDS EAST,A DISTANCE OF 19.76 FEET TO A POINT FOR CORNER; NORTH 43 DEGREES 05 MINUTES 41 SECONDS WEST,A DISTANCE OF 66.77 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT: WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 51.00 DEGREES,AN ARC LENGTH OF 113.78 FEET,A DELTA ANGLE OF 127 DEGREES 49 MINUTES 50 SECONDS,AND A CHORD WHICH BEARS SOUTH 26 DEGREES 28 MINUTES 34 SECONDS EAST,A DISTANCE OF 91.61 FEET TO A POINT FOR CORNER; SOUTH 89 DEGREES 38 MINUTES 30 SECONDS EAST,A DISTANCE OF 110.42 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 52.00 FEET,AN ARC LENGTH OF 45.33 FEET,A DELTA ANGLE OF 49 DEGREES 56 MINUTES 35 SECONDS,AND A CHORD WHICH BEARS NORTH 65 DEGREES 23 MINUTES 09 SECONDS WEST,A DISTANCE OF 43.91 FEET TO A POINT FOR CORNER; THENCE NORTH 40 DEGREES 26 MINUTES 44 SECONDS WEST,CROSSING SAID LOT 3 PART OF THE WAY,LOT 2 PART OF THE WAY,AND LOT 1 PART OF THE WAY,A DISTANCE OF 156.16 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; THENCE CROSSING SAID LOT 1 THE FOLLOWING TWENTY(20)CALLS: WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 51.00 FEET,AN ARC LENGTH OF 24.87 FEET,A DELTA ANGLE OF 27 DEGREES 56 MINUTES 23 SECONDS,AND A CHORD WHICH BEARS NORTH 26 DEGREES 26 MINUTES 39 SECONDS WEST,A DISTANCE OF 24.62 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 53.00 FEET,AN ARC LENGTH OF 12.46 FEET,A DELTA ANGLE OF 12 DEGREES 27 MINUTES 68 SECONDS,AND A CHORD WHICH BEARS NORTH 19 DEGREES 12 MINUTES 24 SECONDS WEST,A DISTANCE OF 12.43 FEET TO A POINT FOR CORNER; NORTH 25 DEGREES 56 MINUTES 23 SECONDS WEST,A DISTANCE OF 126.05 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 49.00 FEET,AN ARC LENGTH OF 21.33 FEET,A DELTA ANGLE OF 24 DEGREES 56 MINUTES 44 SECONDS,AND A CHORD WHICH BEARS NORTH 13 DEGREES 28 MINUTES 01 SECOND WEST,A DISTANCE OF 21.17 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 22.00 FEET,AN ARC LENGTH OF 6.58 FEET,A DELTA ANGLE OF 22 DEGREES 20 MINUTES 53 SECONDS,AND A CHORD WHICH BEARS NORTH 12 DEGREES 10 MINUTES 05 SECONDS EAST,A DISTANCE OF 8.53 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 70.61 FEET,A DELTA ANGLE OF 161 DEGREES 49 MINUTES 16 SECONDS,AND A CHORD WHICH BEARS NORTH 23 DEGREES 66 MINUTES 64 SECONDS EAST,A DISTANCE OF 49,37 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 20.81 FEET,A DELTA ANGLE OF 47 DEGREES 41 MINUTES D8 SECONDS,AND A CHORD WHICH BEARS NORTH 81 DEGREES 00 MINUTES 59 SECONDS EAST,A DISTANCE OF 20.21 FEET TO A POINT FOR CORNER; NORTH 57 DEGREES 10 MINUTES 26 SECONDS WEST,A DISTANCE OF 137.71 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT: WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET,AN ARC LENGTH OF 42.92 FEET A CENTRAL ANGLE OF 8 DEGREES 11 MINUTES 47 SECONDS,AND A CHORD WHICH BEARS NORTH 53 DEGREES 04 MINUTES 33 SECONDS EAST,A DISTANCE OF 42.88 FEET TO A POINT FOR CORNER; NORTH 48 DEGREES 58 MINUTES 40 SECONDS EAST,A DISTANCE OF 50.80 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 44.71 FEET,A DELTA ANGLE OF 102 DEGREES 27 MINUTES 25 SECONDS,AND A CHORD WHICH BEARS NORTH 02 DEGREES 15 MINUTES 03 SECONDS WEST,A DISTANCE OF 36.98 FEET TO A POINT FOR CORNER; 0 T ..615TEgF. y kp < J.E. THOMPSON> �...4857. .. . 9 0 �� EASEMENT ABANDONMENT o'�'�ti s s ��,� 1.038 ACRES S U R" LOTS 1.3, BLOCK 1 CERTIFICATION: I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED FROM AN RIVERFRONT LOFTS ADDITION ACCURATE ON-THE-GROUND SURVEY OF THE PREMISES DEPICTED HEREON AND DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO, TARRANT COUNTY, TEXAS CONDUCTED UNDER MY DIRECTION AND SUPERVISION ON 02/022017 AND THAT THE FINDINGS AND RESULTS OF SAID SURVEY ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 111 N.DIXON ST. GAINESVILLE,TX 76240 PH. 940-665-9105 F MECAN r xpr„�4�If�__ RI u ee TBPLS FIRM NO.10048000 J.E.THOMPSON 11 R.P.L.S.No 4857 DRAWN BY: DATE: JOB NO_ SCALE: PAGE: T.A.R. 04/22/2019 19092-2 1•=60' 7 OF 8 NORTH 53 DEGREES 28 MINUTES 45 SECONDS WEST,A DISTANCE OF 33.76 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 124.60 FEET,AN ARC LENGTH OF 12.27 FEET,A DELTA ANGLE OF 5 DEGREES 38 MINUTES 49 SECONDS,AND A CHORD WHICH BEARS NORTH 30 DEGREES 39 MINUTES 21 SECONDS WEST,A DISTANCE OF 12.27 FEET TO A POINT FOR CORNER; NORTH 47 DEGREES 49 MINUTES 57 SECONDS WEST,A DISTANCE OF 63.71 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 189.50 FEET,AN ARC LENGTH OF 145.98 FEET,A DELTA ANGLE OF 44 DEGREES 08 MINUTES 14 SECONDS,AND A CHORD WHICH BEARS NORTH 25 DEGREES 20 MINUTES 11 SECONDS WEST,A DISTANCE OF 142.40 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,AN ARC LENGTH OF 10.82 FEET,A DELTA ANGLE OF 24 DEGREES 47 MINUTES 16 SECONDS,AND A CHORD WHICH BEARS NORTH 15 DEGREES 39 MINUTES 42 SECONDS WEST,A DISTANCE OF 10.73 FEET TO A POINT FOR CORNER; NORTH 28 DEGREES 02 MINUTES 26 SECONDS EAST A DISTANCE OF 77.38 FEET TO A POINT FOR CORNER; NORTH 27 DEGREES 26 MINUTES 57 SECONDS EAST,A DISTANCE OF 122.24 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT HAVING A RADIUS OF 56.00 FEET,AN ARC LENGTH OF 84.98 FEET,A DELTA ANGLE OF 86 DEGREES 56 MINUTES 29 SECONDS,AND A CHORD WHICH BEARS NORTH 18 DEGREES 52 MINUTES 28 SECONDS EAST,A DISTANCE OF 77.05 FEET TO A POINT FOR CORNER; NORTH 62 DEGREES 20 MINUTES 43 SECONDS EAST,A DISTANCE OF 7.87 FEET TO THE POINT OF BEGINNING AND ENCLOSING 1.038 ACRES OF LAND, MORE OR LESS. LEGEND PROPERTY CORNER CM -CONTROL MONUMENT 13ENCHMARK • -BEARING BASIS LINETYPE LEGEND m -TELEPHONEIUTILITY RISER R/UR FF -FINISHED FLOOR ® -BURIED CABLE MARKER (BCM) MFCP -METAL FENCE CORNER POST PROPERTY LINE- © -TELEPHONE MANHOLE MH WFCP -METAL FENCE CORNER POST EASEMENT LINES= --------------- DEED/LOT LINES- --- -POWERNTILITY POLE PP/UP ( -PLAT/DEED CALLS ADJOINER LINES - - -LIGHT POLE LP POB =POINT OF BEGINNING WATER LINE= Mll Wl c- -GUY WIRE (G R.O.W. -RIGHT-OF-WAY SEWER LINE- ss 5r+ Fv"-Tl =ELECTRIC VAULT LT) D.E. =DRAINAGE EASEMENT GAS LINE- — GAS GAS—COMMUNICATIONS LINE- UC UC — =ELECTRIC TRANSFORMER RAN) E.E. =ELECTRIC EASEMENT OVERHEAD UTILITY- ———OHIi--— ® -WATER METER M) U.E. -UTILITY EASEMENT ELECTRIC LINE= E L Da =WATER VALVE W.E. =WATER EASEMENT ASPHALT ROAD- .b. -FIRE HYDRANT (FH) P.U.E. -PUBLIC UTILITY EASEMENT GRAVEL ROAD- - -- ——— ——- ® =WATER MANHOLE (WMH) B.L. -BUILDING/SETBACK LINE FENCE LINES- X X ® -BURIED PIPELINE MARKER(BPM) A.E. -ACCESS EASEMENT M -GAS METER GM F.L.E. -FIRELANE EASEMENT GAS VALVE/TEST STATION GV/TS S.W.E. -SIDEWALK EASEMENT ®--GAS WELL HEAD H S.S.E. -SANITARY SEWER EASEMENT ® =PROPANE TANK (PT) IRF -IRON ROD FOUND -SEPTIC CLEANOUT (C/O) CIRF -CAPPED IRON ROD FOUND -SEPTIC LID (SEPT) CIRS -CAPPED IRON ROD SET ® -SANITARY SEWER MANHOLE SSMH PKF -PK NAIL FOUND ® -STORM DRAIN MANHOLE SDMH PKS -PK NAIL SET r E �F T E -0- -SIGN (SIGN) -CONCRETE SURFACE OD -FLAGPOLE FP -MAILBOX MB �_ _ -ASPHALT SURFACE ' * 1 �� I-ABSTRACT CORNER -GRAVEL SURFACE THOMP •••••••••••• • � ..1 S.••• > ... ...... ............ 4857 ��'yp�.e•s s °F,�� EASEMENT ABANDONMENT s u R� 1.038 ACRES CERTIFICATION: LOTS 1.3, BLOCK 1 I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED FROM AN RIVERFRONT LOFTS ADDITION ACCURATE ON-THE-GROUND SURVEY OF THE PREMISES DEPICTED HEREON DESCRIPTI ATTACHED HERETO. CONDUCTED M DUCTEDUNDE YDIR AND DESCRIBED IN THE C ION AND SUPERVISION ON OW0212017 AND TARRANT COUNTY, TEXAS THAT THE FINDINGS AND RESULTS OF SAID SURVEY ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 111 N.DIXON ST. GAINESVILLE,TX 76240 L PH, 940-665-9105 f•• 4 MMUCANa TBPLS FIRM NO.10048000 J.E.THOMPSON 11 R.P.L.S.No 4857 [DRAWN BY: DATE: JOB NO. I SCALE: PAGE: T.A.R. 1 04/22/2019 19092-2 1'-60' 8 OF 8 FORT WORTH VA-19-009 Vicinity Map A A ' m �o �m .w Qm� o� Subject i i A A Property to be platted 1 inch = 400 feet N with vacated right-of-way W 1 V 'tillWOO Lill , - 10 .00 1WA. j I ILL w d I 1 1 ! a I 11 a�• � li"3"3 I � !3.f! s- ' �! Pitf �,uiY41El �1•p'.° ! 7°.A• oar At ' ` a 00 � � I u 's • �e 1 pa j Jill G. t 40 I Ill Nk ya,wn• 'I� ! �3f I •t W.N' A' •.- a ��� $ \�� fit• 1� �}4I ,� f '� r`a t � �\ p � ♦�' ,�Free++" n r.n' ,x' �. k .. . ��~^` ' `" ' � +e �+ice•++' ������ W.; 44� el ,.._ at N. City of Fort Worth, Texas Mayor and Council Communication DATE: 04/07/20 M&C FILE NUMBER: M&C 20-0146 LOG NAME: 06VA-19-009 PUBLIC ACCESS EASEMENTS RIVERFRONT LOFTS SUBJECT Adopt Ordinance Vacating a Portion of the Public Access Easements within the Riverfront Lofts Development at the Intersection of East Northside Drive and North Freeway to be Rededicated as Emergency Access Easements to Permit the Gating of the Existing Multifamily Development(COUNCIL DISTRICT 9) RECOMMENDATION: It is recommended that the City Council adopt the attached ordinance vacating a portion of the Public Access Easements within the Riverfront Lofts Development at the Intersection of East Northside Drive and North Freeway to be Rededicated as Emergency Access Easements to Permit the Gating of the Existing Multifamily Development. DISCUSSION: Peloton Land Solutions,on behalf of Talos Holdings LLC,has requested vacation of these public access easements(PAE)to be rededicated as emergency access easements to permit the gating of the existing multifamily development, Riverfront Lofts.The City Plan Commission recommended approval of this request at its meeting on May 22,2019.An acceptable final plat(FS-19-074)has been received in accordance with the Subdivision Ordinance. This project is located in COUNCIL DISTRICT 9. A Form 1295 is not required because:This M&C does not request approval of a contract with a business entity. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that approval of these recommendations will have no material effect on City funds.Any assets recorded on the City's financial statements associated with this land will be adjusted upon approval. Submitted for City Manager's Office by: Dana Burghdoff 8018 Originating Business Unit Head: D.J.Harrell 8032 Additional Information Contact: Alex Parks 2638