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HomeMy WebLinkAboutOrdinance 3423ORDINANCE NO. 3423 AN ORDINANCE VACATING AND ABANDONING A WATER, SANITARY SEWER AND DRAINAGE EASEMENT AND TWO DRAINAGE EASEMENTS PREVIOUSLY GRANTED TO THE CITY; DECLARING THAT SUCH EASEMENTS ARE UNNECESSARY FOR USE BY THE PUBLIC; AUTHORIZING THE MAYOR TO EXECUTE A QUITCLAIM DEED RELEASING AND ASSIGNING THESE EASEMENTS TO THE OWNERS OF THE FEE ESTATE; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of North Richland Hills, Texas ( "the City ") is a home rule city acting under its power adopted by the electorate pursuant to Article XI, Section 5 of the Texas Constitution and Chapter 9 of the Local Government Code; and WHEREAS, on or about February 19, 1991, a permanent drainage easement was granted to the City, which easement is filed of record as Instrument No. D191035875 and recorded at the Deed Records of Tarrant County, Texas; and WHEREAS, on or about February 19, 1991, a permanent drainage easement was granted to the City, which easement is filed of record as Instrument No. D191038177 and recorded at the Deed Records of Tarrant County, Texas; and WHEREAS, on or about February 19, 1991, a permanent water, sanitary sewer and drainage easement was granted to the City, which easement is filed of record as Instrument No. D191038174 and recorded at the Deed Records of Tarrant County, Texas; and WHEREAS, the City Council of the City of North Richland Hills, after careful study and consideration, has determined that the easements are not being used by, nor useful or convenient to the public in general, and that the public would be better served and benefited by their vacation and abandonment; and WHEREAS, in order to remove any question as to the continued interest in the easements, the City desires to execute a quitclaim deed releasing a n d assigning all title and control in said easements to the owners of the fee estate on which the easements are located. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS: SECTION 1: The City Council finds that the permanent drainage easement granted to the City on or about February 19, 1991, which easement is filed of record as Instrument No. D191038175 and recorded at the Deed Records of Ordinance No. 3423 Page 1 of 3 SECTION 2: SECTION 3: SECTION 4: SECTION 5: SECTION 6: SECTION 7: Tarrant County, Texas and as shown and described on Exhibit A attached hereto and incorporated herein, is not being used by, nor useful or convenient to the public in general and that the public would be better served and benefited by the vacation and abandon of the easement. The City Council finds that the permanent drainage easement granted to the City on or about February 19, 1991, which easement is filed of record as Instrument No. D191038177 and recorded at the Deed Records of Tarrant County, Texas and as shown and described on Exhibit B attached hereto and incorporated herein, is not being used by, nor useful or convenient to the public in general and that the public would be better served and benefited by the vacation and abandon of the easement. The City Council finds that the permanent drainage and utility easement granted to the City on or about February 19, 1991, which easement is filed of record as Instrument No. D191038174 and recorded at the Deed Records of Tarrant County, Texas and as shown and described on Exhibit C attached hereto and incorporated herein, is not being used by, nor useful or convenient to the public in general and that the public would be better served and benefited by the vacation and abandon of the easement. The Mayor of the City of North Richland Hills, Texas, is hereby authorized and empowered to execute a quitclaim deed releasing all claims to title, ownership, or control of the above - described easements to the current owner of the fee estate on which the easement is located. After the quitclaim deed is executed, the City Secretary is authorized and instructed to file it in the deed records of Tarrant County, Texas. It is hereby declared to be the intention of the City Council that the phrases, clauses, sentences, paragraphs and sections of this ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs and sections of this ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any such unconstitutional phrase, clause, sentence, paragraph or section. This Ordinance shall be in full force and effect from and its passage. AND IT SO ORDAINED. PASSED AND APPROVED on this 22nd day of August, 2016. Ordinance No. 3423 Page 2 of 3 ATTEST: CITY OF NORTH RICHLAND HILLS By: tea• .0 u-' ; w M LC-61° � ' , :r Alicia Richardson, City Sec /0r „+, ►,,��`` ROVED ;S TO FORM AND LEGALITY: L L. APIAAlf Cara Leahy White Assistant City Attorney Ordinance No. 3423 Page 3 of 3 P,O,C. (CITE' 1/2" I.R.F. 0 co s- o 0 N (CM) 3/4" I.R.F. SURVEYOR NOTES: LOT 1, BLOCK 1 NORTHGLENN ADDITION CABINET A, SLIDE 671 P.R.T.C.T. S 89'55'14" E S 8955'14" E 82.72' P.O. B. EXH1B1T "A" RJ NRH 1, LLC INSTRUMENT NO. D216074398 57.22' 0.P.R.T.C.T. 4, RJ NRH 1, LLC INSTRUMENT NO. D216035308 (TRACT 2) O.P.R.T.C.T. F 6y 40' DRAINAGE EASEMENT VOL. 10195, PG. 1201 0.P.R.T.C.T. RJ NRH I, LLC INSTRUMENT NO. D216035308 (TRACT 1) 0.P.R.T.C.T. 7.5' UTILITY EASEMENT CAB. A, SL. 671 P.R.T.C.T. CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 320.00' 89.88' 89.58' S 3730'46" E 17'54'18" C2 180.00' 97.67' 96.48' S 45'00'39" E 31'49'52" 03 220:00' 119.39' 117.93' N 45'00'48" W 26'02'37" C4 280.00' 78.64' 78.38' N 37'30'46" W 20'27'46" 30' 1 ENSERCH CORPORATION EASEMENT VOL. 10161, PG. 848 - O.P.R.T.C.T. s_ - f 551 GLENVIEW DRIVE (80' R.O.W. ) 1. BEARINGS BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM OF 1983 (2011), NORTH CENTRAL ZONE. 2. SEE METES AND BOUNDS DESCRIPTION PREPARED EVEN DATE. THE UNDERSIGNED, REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFIES THAT THIS PLAT OF SURVEY ACCURATELY SETS OUT THE METES AND BOUNDS OF THE EASEMENT TRACT DESCRIBED. mac"-',/ �-- 5 29'26'27" W 40.00' 60 120' (CM) e P.R. T. C. T. 0.P.R.T.C.T. I.R.F 0.6. P.O.C. ANIEL°"CI?IASE O'NEAL „ DATE t REGISTERED PROFESSIONAL LAND SURVEYOR 'S• STATE OF TEXAS NO. 6574 ❑'NEAL_ SURVEYING CO. P.O. BOX 361 ATHENS, TX 75751 (903) 708-2891 TBPLS FIRM # 101941 32 WWW.ONEALSURVEYING.COM 40' DRAINAGE EASEMENT ABANDONMENT EXHIBIT 0.364 ACRES (15,837 SQ. FT,) LEGEND CONTROLLING MONUMENT MONUMENT AS NOTED PLAT RECORDS TARRANT COUNTY, TEXAS OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS IRON ROD FOUND POINT OF BEGINNING POINT OF COMMENCING PROPERTY LINE DATE: 06/14/2016 PROJECT NO.:1510 6.01 DRAWN BY PLO CHECKED BY: DCO PAGE .1 OF2 EXHIBIT 'A. PROPERTY DESCRIPTION 40' DRAINAGE EASEMENT ABANDONMENT 0.364 ACRES (15,837 SQ. FT.) BEING 0.364 ACRES (15,837 SQ. FT.) OF LAND LOCATED IN THE J. M. VANDUSEN SURVEY, ABSTRACT NO. 1588, IN THE CITY OF NORTH RICHLAND HILLS, TARRANT COUNTY, TEXAS, AND BEING ALL OF A DRAINAGE EASEMENT DESCRIBED IN DEED AS RECORDED IN VOLUME 10195, PAGE 1201, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 1/2" IRON ROD FOUND IN THE EAST LINE OF LOT 1, BLOCK 2, CASTLE WINDS ADDITION, AN ADDITION TO THE CITY OF NORTH RICHLAND HILLS, TEXAS ACCORDING TO THE PLAT RECORDED IN VOLUME 388 -174, PAGE 45, PLAT RECORDS, TARRANT COUNTY, TEXAS (P.R.T.C.T.) AT THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, NORTHGLENN ADDITION, AN ADDITION TO THE CITY OF NORTH RICHLAND HILLS, TEXAS ACCORDING TO THE PLAT RECORDED IN CABINET A, SLIDE 671, (P.R.T.C.T.) AND THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED AS TRACT 1 CONVEYED TO RJ NRH I, LLC BY DEED RECORDED IN INSTRUMENT NUMBER D216035308, (O.P.R.T.C.T.), FROM WHICH A 3/4" IRON ROD FOUND AT THE SOUTHWEST CORNER OF SAID TRACT 1 BEARS SOUTH 00 DEGREES 16 MINUTES 42 SECONDS WEST, A DISTANCE OF 400.00 FEET; THENCE SOUTH 89 DEGREES 55 MINUTES 14 SECONDS EAST, ALONG THE SOUTH LINE OF SAID LOT 1, BLOCK 1 AND THE COMMON NORTH LINE OF THE, ABOVE MENTIONED TRACT 1, A DISTANCE OF 82.72 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 55 MINUTES 14 SECONDS EAST, CONTINUING ALONG THE SOUTH LINE OF SAID LOT 1, BLOCK 1 AND THE COMMON NORTH LINE OF THE ABOVE MENTIONED TRACT 1, A DISTANCE OF 57.22 FEET TO A POINT FOR CORNER; THENCE SOUTH 45 DEGREES 33 MINUTES 33 SECONDS EAST, A DISTANCE OF 182.63 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 320.00 FEET, A CENTRAL ANGLE OF 17 DEGREES 54 MINUTES 18 SECONDS AND A LONG CHORD OF SOUTH 37 DEGREES 30 MINUTES 46 SECONDS EAST, 89.58 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH OF 89.88 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 180.00 FEET, A CENTRAL ANGLE OF 31 DEGREES 49 MINUTES 52 SECONDS AND A LONG CHORD OF SOUTH 45 DEGREES 00 MINUTES 39 SECONDS EAST, 96.48 FEET; THENCE ALONG SAID CURVE TO THE LEFT, AN ARC LENGTH OF 97.67 FEET TO A POINT FOR CORNER; THENCE SOUTH 29 DEGREES 26 MINUTES 27 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A NON- TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 220:00 FEET, A CENTRAL ANGLE OF 26 DEGREES 02 MINUTES 37 SECONDS AND A LONG CHORD OF NORTH 45 DEGREES 00 MINUTES 48 SECONDS WEST, 117.93 FEET, FROM WHICH THE ABOVE MENTIONED 3/4" IRON ROD FOUND AT THE SOUTHWEST CORNER OF SAID TRACT 1 BEARS SOUTH 75 DEGREES 23 MINUTES 38 SECONDS WEST, A DISTANCE OF 387.93 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH OF 119.39 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 280.00 FEET, A CENTRAL ANGLE OF 20 DEGREES 27 MINUTES 46 SECONDS AND A LONG CHORD OF NORTH 37 DEGREES 30 MINUTES 46 SECONDS WEST, 78.38 FEET; THENCE ALONG SAID CURVE TO THE LEFT, AN ARC LENGTH OF 78.64 FEET TO A POINT FOR CORNER; THENCE NORTH 45 DEGREES 33 MINUTES 33 SECONDS WEST, A DISTANCE OF 223.53 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.384 ACRES (15,837 SQ. FT.) OF LAND, MORE OR LESS. (A SURVEY PLAT OF EVEN DATE HEREWITH ACCOMPANIES THIS DESCRIPTION.) BEARING BASIS: ALL BEARINGS SHOWN HEREON ARE BASED ON THE EXASy ATE PLANE COORDINATE SYSTEM OF 1983 (2011), NORTH CENTRAL ZONE. a12r DANIEL CHASE O'NEAL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6570 O'NEAL SURVEYING COMPANY TBPLS FIRM NO. 10194132 (903) 708 -2891 daniel.oneal@oneaisurveying.com O'NEAL SURVEYING CO. P.O. BOX 361 ATHENS, TX 75751 (903) 708-2891 TBPLS FIRM # 10194132 WWW.ONEALSURVEYINB.COM 40' DRAINAGE EASEMENT ABANDONMENT„ XHIBIT 0.364 ACRES (15,837 SQ FT) DATE: 06/14/2016 PROJECTNO. :15106.01 DRAWN BY: PLO CHECKED BY DCO PAGE2 OF2 P.O.C. (CM) 1/2" 0 io LOT 1, BLOCK 1 NORTHGLENN ADDITION CABINET A, SLIDE 671 P.R.T.C.T. EXHIBIT "B" N 39'56'55" E 39:46 S 89'55'14" E 299.74' RJ NRH I, LLC INSTRUMENT NO. D216074398 0.P.R.T.C.T. P.O.B. L1 5 89'55'14" E 160.15' --*/ co 0 M N O 0 t0 � o �z ¢� a �z �..i0 m CC z LINE BEARING DISTANCE Li S 89'55'14" E 15.00' L2 S 00'32'22" W 215;20' L3 N 71'48'36" W 40.00' L4 N 24'20'59" E 80.00' L5 N 00'32'22" E 189.86' RJ NRH I, LLC INSTRUMENT NO. D216035308 (TRACT 1) O.P.R.T.C.T. CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE c1 195.00' 60:07' 59.83' S 09'21'50" W 1738'47 7.5' UTILITY EASEMENT CAB. A, SL. 671 P.R.T.C.T. ENSERCH CORPORATION EASEMENT VOL. 10161, PG. 848 - 0.P:R.T.C.T: ...- — _ — ---- DRAINAGE EASEMENT VARIABLE WIDTH VOL. 10195, PG. 1208 O.P.R.T.C.T. 4.3 . 3/4" I.R.F. (CM GLENVIEW DRIVE ('80' R.O.W. ) (VOLUME 3854, PAGE 239) SURVEYOR NOTES: 1. BEARINGS BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM OF 1983 (2011), NORTH CENTRAL ZONE. 2. SEE METES AND BOUNDS DESCRIPTION PREPARED EVEN DATE. THE UNDERSIGNED, REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFIES THAT THIS PLAT OF SURVEY ACCURATELY SETS OUT THE METES AND BOUNDS OF THE EASEMENT TR,CT DESCRIBED. erf DANIEL CHASE 0 NEAL REGISTERED PROFESSIONAL LAND SURVEYOR STATE OF TEXAS NO. 6570 O'NEAL SURVEYING CO. P.O. BOX 361 ATHENS, TX 75751 (903) 70B -2891 TBPLS FIRM # 10194132 WWW.CNEALSURVEYING.COM DANIEL CHASE O'NEAL' 6570 Af- ©rF55K3faPv v o y LEGEND (CM) O.P.R.T.C.T. I.R.F. P.O.B. P.D.C. CONTROLLING MONUMENT MONUMENT AS NOTED PLAT RECORDS, TARRANT COUNTY, TEXAS OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS IRON ROD FOUND POINT OF BEGINNING POINT OF COMMENCING PROPERTY LINE VARIABLE WIDTH DRAINAGE EASEMENT ABANDONMENTT EXHIBIT 0.121 ACRES (5,292 SQ. FT) DATE: 06/14/2016 PROJECTNO.:Z5106.01 DRAWN BY: DCO CHECKED BY. DCO PAGE Z OF2 EXHIBIT 'B" PROPERTY DESCRIPTION VARIABLE WIDTH DRAINAGE EASEMENT ABANDONMENT 0.121 ACRES (5,292 SQ. FT.) BEING 0.121 ACRES (5,292 SQ. FT.) OF LAND LOCATED IN THE J. M. VANDUSEN SURVEY; ABSTRACT NO. 1588, IN THE CITY OF NORTH RICHLAND HILLS, TARRANT COUNTY, TEXAS, AND BEING ALL OF A DRAINAGE EASEMENT DESCRIBED IN DEED AS RECORDED IN VOLUME 10195, PAGE 1208, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C:T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 112° IRON ROD FOUND IN THE EAST LINE OF LOT 1, BLOCK 2, CASTLE WINDS ADDITION, AN ADDITION TO THE CITY OF NORTH RICHLAND HILLS, TEXAS ACCORDING TO THE PLAT RECORDED IN VOLUME 388 -174, PAGE 45, PLAT RECORDS, TARRANT COUNTY, TEXAS (P.R.T.C.T.) AT THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, NORTHGLENN ADDITION, AN ADDITION TO THE CITY OF NORTH RICHLAND HILLS, TEXAS ACCORDING TO THE PLAT RECORDED IN CABINET A, SLIDE 671, (P.R.T.C.T.) AND THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED AS TRACT 1 CONVEYED TO RJ NRH 1, LLC BY DEED RECORDED IN INSTRUMENT NUMBER D216035308, FROM WHICH A 3/4" IRON ROD FOUND AT THE SOUTHWEST CORNER OF SAID TRACT 1 BEARS SOUTH 00 DEGREES 16 MINUTES 42 SECONDS WEST, A DISTANCE OF 400.00 FEET; THENCE ALONG THE SOUTH LINE OF SAID LOT 1, BLOCK 1 AND THE COMMON NORTH LINE OF SAID TRACT 1 AND THAT CERTAIN TRACT OF LAND DESCRIBED AS TRACT 2 CONVEYED TO RJ NRH I, LLC IN SAID DEED RECORDED IN INSTRUMENT NUMBER D216035308, THE FOLLOWING COURSES AND DISTANCES: SOUTH 89 DEGREES 55 MINUTES 14 SECONDS EAST, A DISTANCE OF 299.74 FEET; NORTH 39 DEGREES 56 MINUTES 55 SECONDS EAST, A DISTANCE OF 39.46 FEET; SOUTH 89 DEGREES 55 MINUTES 14 SECONDS EAST, A DISTANCE OF 160.15 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 55 MINUTES 14 SECONDS EAST, CONTINUING ALONG THE SOUTH LINE OF SAID LOT 1, BLOCK 1 AND THE COMMON NORTH LINE OF SAID TRACT 2, A DISTANCE OF 15.00 FEET TO A POINT FOR CORNER; THENCE SOUTH 00 DEGREES 32 MINUTES 22 SECONDS WEST, OVER AND ACROSS SAID TRACT 1 AND SAID TRACT 2, A DISTANCE OF 216.20 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 195.00 FEET, A CENTRAL ANGLE OF 17 DEGREES 38 MINUTES 47 SECONDS, AND A LONG CHORD OF SOUTH 09 DEGREES21 MINUTES 50 SECONDS WEST, 59.83 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH OF 60.07 FEET TO A POINT FOR CORNER; THENCE NORTH 71 DEGREES 48 MINUTES 36 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A POINT FOR CORNER; THENCE NORTH 24 DEGREES 20 MINUTES 59 SECONDS EAST, A DISTANCE OF 80.00 FEET TO A POINT FOR CORNER; THENCE NORTH 00 DEGREES 32 MINUTES 22 SECONDS EAST, A DISTANCE OF 189.86 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.121 ACRES (5,292 SQ. FT.) OF LAND, MORE OR LESS. BEARING BASIS; ALL BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM OF 1983 (2011), NORTH CENTRAL ZONE. DANIEL CHASE O'NEAL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6570 O'NEAL SURVEYING COMPANY TBPLS FIRM NO. 10194132 (903) 708 -2891 danleLoneal ©onealsurveying.com \DANICL CHASE O'NEAL,/ , 6570 r.. Aa�ESSIC) tt� C} ';(7 •..,.. ... SUf��lG O'NEAL. SURVEYING CO. P.O. BOX 361 ATHENS, TX 75751 (903) 708.2891 TBPLS FIRM # 10194132 WWW.0NEALSURVEYING.COM VARIABLE WIDTH DRAINAGE EASEMENT ABANDONMENT EXHIBIT 0.121 ACRES (6,292 SQ. .FT) DATE: 06/14/2016 PROJECT N O. . : r S 10 G. 01 DRAWN' BY: DCO CHECKED BY DCO PACE2 OF2 P.O.C. (CM) 1/2" I.R.F. LOT 1, BLOCK 1 NORTHGLENN ADDITION CABINET A, SLIDE 671 P.R.T.CT. EXHIBIT "C" N 39'56'55" E 39.46' S 89'55'14" E 299.74' RJ NRH I, LLC INSTRUMENT NO. 0216074398 0.P.R.T.C.T. P.O.B. L1 S 89'55'14" E 175.15 LINE BEARING DISTANCE L1 S 89'55'14" E 40.00' L2 S 00'32'22" W 226.27' L3 S 00'40'27" W 17.20' L4 N 89'55'26" W 46.00' L5 N 00'38'30" E 7.68" L6 N 00'32'22" E 216.20' RJ NRH I, LLC INSTRUMENT NO. D216035308 (TRACT 1) 0.P.R.T.C.T. CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE 01 220.00 118.71' 117.28' S 15'59'51" W 30'54'59' C2 145.00' 77.89' 76.96' S 16'04'01" W 30'46'40" C3 205.00' 111.17' 109.81' N 16'12'41 " E 31'04'16" C4 195.00' 106.21' 104.90' N 16'08'36" E 31'12'26" 7.5' UTILITY EASEMENT CAB. A, SL 671 P.R.T.C.T. ENSERCH CORPORATION EASEMENT VOL. 10161, PG. 848 — 3/4" I.R.F. (CM) DRAINAGE AND UTILITY EASEMENT VARIABLE WIDTH VOL. 10132, PG: 99 VOL. 10195, PG. 1.196 VOL. 10229, PG. 553 0.P.R.T.C.T. 30' GLENVIEW DRIVE (80' R.O.W. ) (VOLUME 3854, PAGE 239) L4 SURVEYOR NOTES: 1. BEARINGS BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM OF 1983 (2011), NORTH CENTRAL ZONE. 2. SEE. METES AND BOUNDS DESCRIPTION PREPARED EVEN DATE. THE UNDERSIGNED, REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFIES THAT THIS PLAT OF' SURVEY ACCURATELY SETS OUT THE METES AND BOUNDS OF THE EASEMENT TRACT ( 'SCRIBED. DANIEL! CF{ASE O'DEAL REGISTERED PROFESSIONAL LAND SURVEYOR STATE OF TEXAS N0. 6570 DATE D MNIEL CH tSE (? NE L I... f 100' 200' (CM) P.R. T C. T. 0.P.R.T.C.T. LR.F. P.O:B. P.O.C. LEGEND CONTROLLING MONUMENT MONUMENT AS NOTED PLAT RECORDS TARRANT COUNTY, TEXAS OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS IRON ROD FOUND POINT OF BEGINNING POINT OF COMMENCING PROPERTY LINE O /NEAL SURVEYING CO. P.O. BOX 361 ATHENS, TX 75751 (9133) 708 -2891 TSPLS FIRM # 1131 941 32 WWW.EINEALSURVEYING.DOM VARIABLE WIDTH DRAINAGE AND UTILITY EASEMENT ABANDONMENT EXHIBIT 0.420 ACRES (18,293 SQ DATE: 06/14/2016 PROJECTNO.,15106.01 DRAWN BY; PLO CHECKED BY DCO PAGE 2 OF2 EXHIBIT "G, PROPERTY DESCRIPTION VARIABLE WIDTH DRAINAGE AND UTILITY EASEMENT ABANDONMENT 0.420 ACRES (18,293 SQ. FT.) BEING 0.420 ACRES (18,293 SQ. FT.) OF LAND LOCATED IN THE J. M. VANDUSEN SURVEY, ABSTRACT NO. 1588, IN THE CITY OF NORTH RICHLAND HILLS, TARRANT COUNTY, TEXAS, AND BEING ALL OF A DRAINAGE AND UTILITY EASEMENT DESCRIBED IN DEED AS RECORDED IN VOLUME 10132, PAGE 99, VOLUME 10195, PAGE 1196 AND VOLUME 10229, PAGE 553, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (O.P.R.T.C.T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 112" IRON ROD FOUND IN THE EAST LINE OF LOT 1, BLOCK 2, CASTLE WINDS ADDITION, AN ADDITION TO THE CITY OF NORTH RICHLAND HILLS, TEXAS ACCORDING TO THE PLAT RECORDED IN VOLUME 388 -174, PAGE 45, PLAT RECORDS, TARRANT COUNTY, TEXAS (P.R.T,C.T.) AT THE SOUTHWEST CORNER OF LOT 1, BLOCK 1, NORTHGLENN ADDITION, AN ADDITION TO THE CITY OF NORTH RICHLAND HILLS, TEXAS ACCORDING TO THE PLAT RECORDED IN CABINET A, SLIDE 671, (P.R.T.C.T.) AND THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED AS TRACT 1 CONVEYED TO RJ NRH I, LLC BY DEED RECORDED IN INSTRUMENT NUMBER D216035308, FROM WHICH A 3/4" IRON ROD FOUND AT THE SOUTHWEST CORNER OF SAID TRACT 1 BEARS SOUTH 00 DEGREES 16 MINUTES 42 SECONDS WEST, A DISTANCE OF 400.00 FEET; THENCE ALONG THE SOUTH LINE OF SAID LOT 1, BLOCK 1 AND THE COMMON NORTH LINE OF SAID TRACT 1 AND THAT CERTAIN TRACT OF LAND DESCRIBED AS TRACT 2 CONVEYED TO RJ NRH I, LLC IN SAID DEED RECORDED IN INSTRUMENT NUMBER D216035308, THE FOLLOWING COURSES AND DISTANCES: SOUTH 89 DEGREES 55 MINUTES 14 SECONDS EAST, A DISTANCE OF 299.74 FEET; NORTH 39 DEGREES 56 MINUTES 55 SECONDS EAST, A DISTANCE OF 39.46 FEET; SOUTH 89 DEGREES 55 MINUTES 14 SECONDS EAST, A DISTANCE OF 175.15 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 55 MINUTES 14 SECONDS EAST, CONTINUING ALONG THE SOUTH LINE OF SAID LOT 1, BLOCK 1 AND THE COMMON NORTH LINE OF SAID TRACT 2, A DISTANCE OF 40.00 FEET TO A POINT FOR CORNER; THENCE SOUTH 00 DEGREES 32 MINUTES 22 SECONDS WEST, OVER AND ACROSS SAID TRACT 1 AND SAID TRACT 2, A DISTANCE OF 226.27 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 220.00 FEET, A CENTRAL ANGLE OF 30 DEGREES 54 MINUTES 59 SECONDS, AND A LONG CHORD OF SOUTH 15 DEGREES 59 MINUTES 51 SECONDS WEST, 117.28 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH OF 118.71 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 145.00 FEET, A CENTRAL ANGLE OF 30 DEGREES 46 MINUTES 40 SECONDS, AND A LONG CHORD OF SOUTH 16 DEGREES 04 MINUTES 01 SECONDS WEST, 76.96 FEET; THENCE ALONG SAID CURVE TO THE LEFT, AN ARC LENGTH OF 77.89 FEET TO A POINT FOR CORNER; THENCE SOUTH 00 DEGREES 40 MINUTES 27 SECONDS WEST, A DISTANCE OF 17.20 FEET TO A POINT FOR CORNER IN THE SOUTH LINE OF SAID TRACT 1; THENCE NORTH 89 DEGREES 55 MINUTES 26 SECONDS WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 46.00 FEET TO A POINT FOR CORNER; THENCE NORTH 00 DEGREES 38 MINUTES 30 SECONDS EAST, LEAVING SAID SOUTH LINE, A DISTANCE OF 7.68 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 205:00 FEET, A CENTRAL ANGLE OF 31 DEGREES 04 MINUTES 16 SECONDS, AND A LONG CHORD OF NORTH 16 DEGREES 12 MINUTES 41 SECONDS EAST, 109.81 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH OF 111.17 FEET TO A POINT FOR CORNER AT THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 195.00 FEET, A CENTRAL ANGLE OF 31 DEGREES 12 MINUTES 26 SECONDS, AND A LONG CHORD OF NORTH 16 DEGREES 08 MINUTES 36 SECONDS EAST, 104.90 FEET; THENCE ALONG SAID CURVE TO THE LEFT, AN ARC LENGTH OF 106.21 FEET TO A POINT FOR CORNER; THENCE NORTH 00 DEGREES 32 MINUTES 22 SECONDS EAST, A DISTANCE OF 216.20 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.420 ACRES (18,293 SQ. FT.) OF LAND, MORE OR LESS. BEARING BASIS: ALL BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM OF 1983 (2011), NORTH CENTRAL ZONE. DANIEL CHASE O'NEAL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6570 O'NEAL SURVEYING COMPANY TBPLS FIRM NO. 10194132 (903) 708 -2891 * daniel.oneal©onealsurveying.com O'NEAL SURVEYING CO. P.O. BOX 361 ATHENS, TX 75751 (903) 708.2891 TBPLS FIRM # 10194132 WWW.ONEAL8URVEYINO.COM 1 DANIEL VARIABLE WIDTH DRAINAGE AND UTILITY EASEMENT ABANDONMENT EXHIBIT 0,420 ACRES (18,293 SQ. FT) DATE: 06/14/2016 PROJECT NO-15106:01 DRAWN BY: PLO CHECKED BY DCO PAGE 2 OF2