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HomeMy WebLinkAboutResolution 2014-028 RESOLUTION NO. 2014-028 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS, DECLARING THE NECESSITY TO ACQUIRE TITLE TO LAND DESCRIBED HEREIN, AND AUTHORIZING THE ACQUISITION OF PROPERTY RIGHTS LOCATED ADJACENT TO SMITHFIELD ROAD NECESSARY FOR A PUBLIC ROADWAY USE, INCLUDING DRAINAGE EASEMENTS, TEMPORARY CONSTRUCTION AND ACCESS EASEMENTS; AND AUTHORIZING THE CITY ATTORNEY OR DESIGNEE TO INSTITUTE CONDEMNATION PROCEEDINGS TO ACQUIRE THE PROPERTY IF PURCHASE NEGOTIATIONS ARE NOT SUCCESSFUL. WHEREAS, the City Council of the City of North Richland Hills, Texas ("City Council"), has determined that the acquisition of the property described in Exhibit A hereto, is appropriate and necessary for use by the City of North Richland Hills for a public roadway project (the "Smithfield Road Project") including right of way therefor and associated public uses and that there exists a public necessity to acquire the property herein described, for the Smithfield Road Project; and WHEREAS, the City Council desires to acquire the property described in Exhibit A hereto for the aforementioned public uses because such property is necessary for completion of the planned and approved Smithfield Road Project, in the City of North Richland Hills, Texas; and, WHEREAS, Section 251.001(a) of the Texas Local Government Code provides that a municipality may, when its governing body considers it necessary, exercise the right of eminent domain for a public use to acquire private property interests inside or outside the city for the purpose of widening any street or other roadway; and, WHEREAS, the City Council desires that the attorneys for the City of North Richland Hills, at the expense of the City of North Richland Hills take all necessary steps to acquire the needed property interests, including but not limited to the retention of appraisers, engineers and other consultants and experts, and that such attorneys, or designee, negotiate the purchase of the property interests and, if unsuccessful in purchasing the needed property interests, to institute eminent domain proceedings to acquire the property described in Exhibit A hereto; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS, THAT: Resolution No.2014-028 Page 1 of 18 Section 1: All of the above premises are hereby found to be true and correct legislative and factual findings of the City Council of the City of North the body of this resolution as if copied in their entirety. Section 2: The City Council hereby finds and determines that a public purpose and necessity exists for the City of North Richland Hills to acquire the property described in Exhibit A hereto for a public use, to wit, a public roadway improvement project all as part of the Smithfield Road Project, and to acquire the necessary property rights in such described property from the owners of such property. Section 3: The North Richland Hills City Attorney, or designee, is authorized and directed to negotiate for and to acquire the required property rights for the City of North Richland Hills, and to acquire said rights in compliance with law. Moreover, the North Richland Hills City Attorney, or designee, is specifically authorized and directed to do each and every act necessary to acquire the needed property rights including, but not limited to, the authority to negotiate, give notices, make written offers to purchase, prepare contracts, to retain and designate a qualified appraiser of the property interests to be acquired, as well as any other experts or consultants that deemed necessary for the acquisition process and, if necessary, to institute proceedings in eminent domain. Section 4: The North Richland Hills City Attorney is authorized and directed to do each and every act and deed hereinabove specified or authorized by reference, subject to the availability of funds appropriated by the City Council for such purpose. Further, the North Richland Hills City Attorney or designee is specifically authorized to establish the just compensation for the acquisition of the described property. Additionally, if the North Richland Hills City Attorney or designee determines that an agreement as to damages or compensation cannot be reached, then the North Richland Hills City Attorney or designee is hereby authorized and directed to file or cause to be filed, against the owner(s) and interested parties of the needed property interests, proceedings in eminent domain to acquire the above-stated interests in the property described in Exhibit A hereto. PASSED AND APPROVED on the 10th day of November . 014. CITY ORTH R H AND HILLS By: ✓�, / Oscar T - ■mo, Mayor Resolution No.2014-028 Page 2of18 ••��� ATTEST: � -NZ*: ....... •.,5, W,Let Cif r h Alicia Richardson, City Secreta ' 0 • APP7 OV, al• TO FO' AND LEub1160 `4 A!iJ George A. Staples, Attorney Resolution No.2014-028 Page 3 of 18 EXHIBIT "A" WOODBRIAR MANAGEMENT LTD. RIGHT-OF-WAY BEING a tract of land in the John H. Barlough Survey, Abstract No. 130 in the City of North Richland Hills, Tarrant County, Texas, being a part of that called 4.847 acre tract of land described in General Warranty Deed to Woodbriar Management Ltd., as recorded in Volume 11976, Page 305 in the Official Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a found X-cut at the intersection of the existing east right-of-way line of Smithfield Road (variable width right-of-way) and the north right-of-way line of Newman Drive (variable width right-of-way) and being the southwest corner of that called 4.2660 acre tract of land described in Special Warranty Deed to Quiktrip Corporation, as recorded in Document No.D212025704 in the Official Public Records of Tarrant County,Texas; THENCE South 03 degrees 52 minutes 25 seconds East, across said Newman Drive, a distance of 37.44 feet to the POINT OF BEGINNING, being at the intersection of said existing east right-of-way line and the south right-of-way line of said Newman Drive and being the northwest corner of said called 4.847 acre tract of land; THENCE South 89 degrees 55 minutes 16 seconds East, along said south right-of-way line, a distance of 24.87 feet to a 1/2-inch set iron rod with yellow plastic cap stamped "HALFF ASSOC. INC." (hereinafter referred to as "with cap") on the new east right-of-way line of said Smithfield Road; THENCE South 43 degrees 51 minutes 22 seconds West, departing said south right-of-way line and along said new east right-of-way line, a distance of 13.85 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 02 degrees 22 minutes 00 seconds East, continuing along said new east right- of-way line, a distance of 28.33 feet to a 1/2-inch set iron rod with cap for the point of curvature of a circular curve to the right, having a radius of 1,034.00 feet, whose chord bears South 01 degree 15 minutes 15 seconds East, a distance of 40.15 feet; THENCE Southeasterly, continuing along said new east right-of-way line along said circular curve to the right,through a central angle of 02 degrees 13 minutes 29 seconds, an arc length of 40.15 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 00 degrees 08 minutes 31 seconds East, continuing along said new east right- of-way line, a distance of 329.62 feet to a 1/2-inch set iron rod with cap for the point of curvature of a circular curve to the left,having a radius of 216.00 feet,whose chord bears South 32 degrees 49 minutes 11 seconds East,a distance of 233.24 feet; Page 1 of 3 Resolution No.2014-028 Page 4 of 18 THENCE Southeasterly, continuing along said new east right-of-way line and along the said circular curve to the left, through a central angle of 65 degrees 21 minutes 21 seconds, an arc length of 246.39 feet to a 1/2-inch set iron rod with cap for corner; THENCE North 69 degrees 53 minutes 49 seconds East, continuing along said new east right- of-way line,a distance of 14.28 feet to a 1/2-inch set iron rod with cap on the northerly right-of- way line of Davis Boulevard (a called 120 foot wide right-of-way), and being on a circular curve to the left, not being tangent to the preceding course, having a radius of 2,924.79 feet, whose chord bears South 24 degrees 41 minutes 20 seconds West,a distance of 87.56 feet; THENCE Southwesterly, departing said new east right-of-way line, along said northerly right- of-way line and along said circular curve to the left, through a central angle of 01 degree 42 minutes 55 seconds, an arc length of 87.57 feet to a 1/2-inch set iron rod with cap for corner; THENCE North 21 degrees 30 minutes 54 seconds West, departing said west right-of-way line and along the new southerly right-of-way line of said Smithfield Road, a distance of 13.73 feet to a 1/2-inch set iron rod with cap for the point of curvature of a circular curve to the right, not being tangent to the preceding course,having a radius of 284.00 feet,whose chord bears North 51 degrees 36 minutes 45 seconds West, a distance of 136.31 feet; THENCE Northwesterly, along said new southerly right-of-way line and along the arc of said circular curve to the right,through a central angle of 27 degrees 46 minutes 17 seconds,an arc length of 137.66 feet to a 1/2-inch set iron rod with cap for corner; THENCE North 77 degrees 42 minutes 49 seconds West, continuing along said new southerly right-of-way line, a distance of 9.89 feet to a 1/2-inch set iron rod with cap for corner at the intersection of said new southerly right-of-way line and said existing east right-of-way line; THENCE North 00 degrees 00 minutes 54 seconds East, departing said new southerly right-of- way line and along said existing east right-of-way line, a distance of 579.22 feet to the POINT OF BEGINNING AND CONTAINING 22,010 square feet or 0.5053 acres of land, more or less. A plat accompanies this legal description. Page 2 of 3 Resolution No.2014-028 Page 5 of 18 POINT OF COMMENCING -,L-cNT IcMi— 2 --------- __ __—___ LOT I,BLOCK 1, NEWMAN DRIVE 5/8'FIR W/J' N CENTER POINT ADDITION 3 RPLS 5199 CAB.A,SLIDE 8327 1 1/2'SIR (VARIABLE WIDTH R.O.W.) _ (cm) (DOC.NO.D203164728) 1: ,_ - P.R.T.CT. 11 % ) 4 0•1 1/2'SIR 25'EASEMENT & , POINT OF ) RIGHT-OF-WAY AGREEMENT ! BEGINNING / ' TEXAS MIDSTREAM GAS SERVICES.L.L.C. / �• 1/2'SIR DOC.NO.0209115236 20'INGRESS & 1 15/8'FIR O.P.R.T.C.T. VOLR388 56.EASEMENT G.26 I CAPX5819 =02. 13, 29■ 1,O1 SF v2• R=1,034.00' 0.0234) ACRE / PREVIOUSLY 1/2'FIR SIR T=20.08' - / ` WATAUGA ROAD W/UNREAD RIGHT OF-WAY ALLEY 5/18' CAP L=40.15' ■ PARCEL TAKING IN/ CB=SO.1 15 15 E GAS EASEMENT ti — I ' CD=40.15' LOTS /OAR,10BR, I C.1 0 50 100 200 IIAR,ltBR , N BEARING/DISTANCE TABLE AND 12AR.BLOCK 30 N r COLLEGE HILL ,PG 9ON 0 t 1103' 52' 25'E WOODBRIAR MANAGEMENT D D� SCALE:1"= 100', VOL.388-163,PG 9 Q 37.44 CALLED 4.847 ACRE TRACT PR.T.C.r. O VOL W LOT IL I S89' 55' 16'E VOLO.R.T.0 G.305 N 19-A ,9-e 2 24.87' cr 4 CURVE DATA TABLE , = CARDINAL CT. II w ° 3 S43' 51' 22'W �'?'' o p<b/�°� D=27' 46' 17' — o 0 13.85' �` R=284.00' isr, (50'R.O.W.) u. to o ��N t. T=70.21' N -----�/z FRj H" N 4 SO2' 22 00°E p`Z` �� /■- O L=137.66' LOT 1 LOT M W 28.33 P�5 /� CB=N5" 36' 45'W 1OBR /OAR ' BOCK' BLOCK - 22,010 SF - 6 CD=136.31 in 20'INGRESS & I END o 0.5053 ACRE ts..,EGRESS EASEMENT pK 0 1/2' RIGHT-OF-WAY �ti / ' o ' VOL.388-156,PG.26 NAIL o SIR PARCEL TAKING r ` BRANDI 3 ' _ _ CARDINAL' u.ALLEY �—�--� Z 0=65' 21' 21' aRTHUR x o I I BLVD. 1/2'FIRTW/J R=216.00' p� f_-____ -. `— PRECISE CAP I T=13$.55' t```S G� a PEARL I LOT 9 L=246.39' / , ��0 �i NEWMAN rc PEARL RL I BLOCK 30 CB=1132' 49' 11'E —SITE se`s' os COLLEGE HILL CD=233.24' o,c.,14 OWEN ` la= SQ�"'o4. f, I ADDITION / ► � 0 I EIGHTH FILING / 000 `041, r eAO, , , I VOL.388-37,PG.75 I N69' 53' 49'E _ -- P.R.T.CT.- cWi > ¢ d ii �)/r FIR 1/2' 14.28' / a s l j .WEN DR. w/caP SIR s 50'R.O.W.) gird ( ) 1/2' f ,off 1/2'SIR / `� -----I SIR I N77' 42' 49'W ; siR =01' 42' 55' 9.89' R=2,924.79' >'m- -. ° f----I I T=43.79' ' I O L=87.57 \ LOCATION MAP 1 I 1/2' SIR CB=S24' 41' 20'W N.T.S. I LOT , ' v2•SIR CD=87.56' �� I ecocK 2 I N21' 30 54'W eR�O ' 13.73' PROPOSED R.O.W. S' G I -.- -U--i i// TAKING WITHIN TEXAS �I� A LEGAL DESCRIPTION - I MIDSTREAM CAS ` f EASEMENT �J\ �� ACCOMPANIES THIS EXHIBIT 0.5053 ACRE LEGEND , RIGHT-OF-WAY PARCEL TAKING PROPOSED R.O.W. q, TAKING _ a,i SITUATED IN THE OF r FOUND IRON ROD UNLESS ��.•�•• F h JOHN H.BARLOUGH,SURVEY FIR• NOTED OTHERWISE i 4,1*.v.'s t..q q�, g ABSTRACT NO. 130 %2 SET IRON ROD W/YELLOW / i � F. IN THE SIR• PLASTIC CAP STAMPED 'HALFF J f @ d 1 ASSOC.INC. CITY OF NORTH RICHLANDS HILLS, p A POINT FOR " DOUGLAS A.CALHOUN i TARRANT COUNTY TEXAS ...ti �j$�� r.r (CM) CONTROL MONUMENT t ,fl ' /, s Basis of bearing is NAD83 based on NETRS shot on 10/25/2013 North Richland _ �,J/ i Hills monuments 5,13,14,17 and 22.Northing was adjusted 0.46'north, –— PROPOSED CENTER LINE \\i\..<1. 8 5%a f Lo ii was adjusted 1.55'east to bring Into RTK tolerance,vertical was left — SUBJECT PROPERTY �4,, �� Z alone.Levels were run between traverse and work points points 101,102,103, 8 tlR� '�'' g 104,301,302,303,304,and 305 holding the RTK elevation for 101 on __— ADJACENT '''',..J R.O.W./ PROPERTY ' ..J. a 10/26/2013.Scale factor 1.00012.■ / E■ HALFF DGN: EXHW1-ROW AVO: 29783 1 0 0.mac• aw�sf.rw wm.»�«wtona ■■. 11,00.7.0.m s7..01117 toot tn.,06,00 1.411. prtWY■0}0011 o.....7 MOO.n fM ye,nt N10K my■,OKNY.11 cod ttr■ot1on. 1 4000 FOSSIL CREEK BLVD.FORT WORTH.TEXAS 76137(617)847.1422 DATE: 09102/2014 PAGE NO.: 3 O F 3 TBPLS FIRM NO.10029606 Resolution No.2014-028 Page 6 of 18 WOODBRIAR MANAGEMENT LTD. DRAINAGE EASEMENT(DE-1) BEING a tract of land in the John H. Barlough Survey, Abstract No. 130 in the City of North Richland Hills, Tarrant County, Texas, being a part of that called 4.847 acre tract of land described in General Warranty Deed to Woodbriar Management Ltd., as recorded in Volume 11976,Page 305 in the Official Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a found 5/8-inch iron rod with cap stamped "RPLS 5199" at the intersection of the northerly right-of-way line of Davis Boulevard (a called 120 foot wide right- of-way) and the north right-of-way line of Newman Drive (variable width right-of-way) and being the southeast corner of that called 4.2660 acre tract of land described in Special Warranty Deed to Quiktrip Corporation, as recorded in Document No. D212025704 in the Official Public Records of Tarrant County,Texas; THENCE South 31 degrees 02 minutes 54 seconds West, across said Newman Drive,a distance of 41.51 feet to the intersection of said existing northerly right-of-way line and the south right- of-way line of said Newman Drive and being the northeast corner of said called 4.847 acre tract of land; THENCE South 30 degrees 30 minutes 22 seconds West, along said northerly right-of-way line, a distance of 430.00 feet to the point of curvature of a circular curve to the left, not being tangent to the preceding course, having a radius of 2,924.79 feet, whose chord bears South 28 degrees 12 minutes 01 second West,a distance of 246.04 feet; THENCE Southwesterly, continuing along said northerly right-of-way line and along said circular curve to the left, through a central angle of 04 degrees 49 minutes 17 seconds, an arc length of 246.12 feet to a 1/2-inch set iron rod with blue plastic cap stamped "HALFF ESMT" (hereinafter referred to as "with blue cap") for the POINT OF BEGINNING, being at the prolongation of said circular curve to the left, having a radius of 2,924.79 feet, whose chord bears South 25 degrees 40 minutes 05 seconds West,a distance of 12.41 feet; THENCE Southwesterly, continuing along said northerly right-of-way line and along said circular curve to the left, through a central angle of 00 degrees 14 minutes 35 seconds, an arc length of 12.41 feet to a 1/2-inch set iron rod with yellow plastic cap stamped"HALFF ASSOC INC." (hereinafter referred to as "with cap")for corner; THENCE South 69 degrees 53 minutes 49 seconds West, departing said northerly right-of-way line, a distance of 14.28 feet to a 1/2-inch set iron rod with cap for the point of curvature of a circular curve to the right, not being tangent to the preceding course, having a radius of 216.00 feet,whose chord bears North 64 degrees 58 minutes 02 seconds West, a distance of 4.00 feet; Page 1 of 3 Resolution No.2014-028 Page 7 of 18 THENCE Northwesterly, along said circular curve to the right, through a central angle of 01 degree 03 minutes 40 seconds,an arc length of 4.00 feet to a 1/2-inch set iron rod with blue cap for the point of curvature of a circular curve to the right, not being compound to the preceding course, having a radius of 2,938.79 feet, whose chord bears North 25 degrees 34 minutes 06 seconds East,22.72 feet; THENCE Northeasterly, along said circular curve to the right through a central angle of 00 degrees 26 minutes 35 seconds, an arc length of 22.72 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 64 degrees 12 minutes 37 seconds East, a distance of 14.00 feet to the POINT OF BEGINNING AND CONTAINING 266 square feet or 0.0061 acres of land,more or less. A plat accompanies this legal description. Page 2 of 3 Resolution No.2014-028 Page 8 of 18 LOT I,BLOCK 1, I FND X NEWMAN DRIVE POINT OF sie FIR / CENTER POINT ADDITION CUT (CM) RPLS 5199 CAB.A,SLIDE 8317 II _ _ (VARIABLE WIDTH R.O.W.) COMMENCING ccm) MDOC.NO.D2031647281 II _ _ -------------------'-------- A. P.R.T.C.T. I ` 25'EASEMENT 8 JOHNABSTRAOT P10•S3 RVEY / h� RIGHT-OF-WAY AGREEMENT 15/8'FIR 1 ' TEXAS MIDSTREAM / :()PT• 20'INGRESS EASE & GAS SERVICES,L.L.C. ,,� EGRESS EASEMENT , ,W/7X5819 OOC.N0.D209!15236 VOL.388-156,PG.26 CAP I J O.P.R.T.CT. GENERAL WARRANTY DEED _ 1 WOODBRIAR MANAGEMENT LTD. / CURVE DATA PREVIOUSLY 1/2 FIR I .-6 6 S F CALLED 4.847 ACRE TRACT WATAUGA ROAD W/UNREA 1 VOL.11976,PG.305 O' TABLE ALLEY ABLE CAP J I O.R.T.C.T. O 5/18'FIR� I 0.0061 ACRE o•/ l 4 1, , I DE-1 S64' 12' 37'E ^�. D=00' 14' 35' 1 14.00' �' R=2,924.79' LOTS IOAR,lOBR, I 1 / T=6,21' IIAR,NBR ' O L=12.41' AND 111AR,BLOCK 30 I POINT OF COLLEGE HILL ADDITION I 1 1/2' SIR W/ .. BEGINNING / CB=S25' 40' 05'W VOL.388-163,PG 9 I 1 BLUE CAP • P.R.T.C.T. I Q I 1 © / 1/2'SIR W/ A., CD=12.41' 1 BLUE CAP `ti' cor Lor 1 1 I `ti/ A=01' 03' 40' LL -j /g� 19-8 1 I O R=216.00' § --1 D O 1 1/2' SIR W/ `� O "'% T=2.00' CARDINAL CT. I w IY BLUE CAP t/z'SIR �,,,0/ O L=4.00' •(50'R.O.W.) 1 ii ,-°n I , © 1/2' . <. ' CB=N64' 58' 02'W a __---R�_ S69' 53' 49 W CD=q,00' 1 ( SIR "A" 14.28' / D=0' 26' 35'LOT 2 OBR I IOAR I 1 DETAIL % R-2,938.79' BLOCK BLOCK B30K i I SCALE: 1' = 40' p� T-11.36' 1 1....a- EGRESS 13 L=22.72' 20'INGRESS &EASEMENT FND I ' �� C8=N25' 34' 06'E VOL.388-156,PG.26 NAIL I , i CD:22.72' _�__L_ A=04' 49 17' - ALLEY ♦ I I R=2,924.79' / O S-` I♦ BRANDI ' °> T=123.13' 1/2'FIR W/ I � �, CBS28' 12' 01'W O I RTHUR BLOCK 30 \ CD=246.0 4' �J ` DES ,........_____'f '"--- — COLLEGE HILL • t RIGHT-OF-WAY , ���'-i NEWMAN�^q- 1 EIGHTH FILING 1 \ PARCEL BY �' SITE -fir �S�\�r N VOL.388-37.PG.75 1 SEPARATE �,I_ P_7rr.C.r_—� I �. INSTRUMENT O� / 0efi ' : I�;' � 1/2'FIR SO y r 6g10C .8 OWEN DR. W/CAP ' \ / < • POINT OF ,�� a s ffil I SEE ' ^R, I i / DETAIL •A• I OCATION MAP R I I e `�� / N.T.S. LOT r 1 BLOCK 2 i S Rio�F`�0 50 100 200 __�..------•----_1--1 RF = g � I / '� �� s SCALE:1"= 100' n LEGEND 0.0061 ACRE DRAINAGE EASEMENT(DE-1) PROPOSED DRAINAGE SITUATED IN THE EASEMENT G FOUND IRON ROD UNLESS -A. 'Tfi-;' JOHN H. BARLOUGH,SURVEY FIRS NOTED OTHERWISE , .k1:0;\.6 TF '•'�s g ABSTRACT NO. 130 I/2'SET IRON ROD W/YELLOW l•-'4 �Ad• L IN THE SIR• PLASTIC CAP STAMPED 'HALFF CITY OF NORTH RICHLANDS HILLS, yr SIR 1/2'SET IRON ROD W/BLUE ���� 1� , „CN-HIOUt' i TARRANT COUNTY TEXAS W/BLUE PLASTIC CAP STAMPED 'HALFF h t CAP ESMT: (} \4: 1.. Basis of bearing Is NAD83 based on NETRS shot on 10/25/2013 North Richland 0 CALCULATED POINT FOR A CORNERflF O iHills monuments 5,13,14,17 and 22.Northing was adjusted 0.46'north, 4' ,.F s sl,.,', easting was adjusted 1.55'east to bring into RTK tolerance,vertical was left 1CM) CONTROL MONUMENT ,. '�'�U...u� �y .. ,' i alone.Levels were run between traverse and work points points 101,102,103, --— SUBJECT PROPERTY 104,301,302,303,304,and 305 holding the RTK elevation for 101.on -— ADJACENT R.O.W./ PROPERTY LINE ti t 0 10/26/2013.Scale factor 1.00012. In" HALFFµ DGN: EXHO11•0E1-29783.dgn AVO: 29783 ,°«p.. , . . e.8T..r..rror<„i,00Lww C v1 .r...b4,.8y..rHh tha,,M,..IGN V., �'.-`I� under my It.,a..'annv.y .tr..tf.n.hi qr' 4000 FOSSIL CREEK BLVD.FORT WORTH.TEXAS 78137(817)847-1422 DATE: 07/16/2014 PAGE NO.: 3 OF 3 TBPLS FIRM NO.10029805 Resolution No.2014-028 Page 9 of 18 WOODBRIAR MANAGEMENT LTD. DRAINAGE EASEMENT(DE-2) BEING a tract of land in the John H. Barlough Survey, Abstract No. 130 in the City of North Richland Hills, Tarrant County, Texas, being a part of that called 4.847 acre tract of land described in General Warranty Deed to Woodbriar Management Ltd., as recorded in Volume 11976, Page 305 in the Official Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a found 5/8-inch iron rod with cap stamped "RPLS 5199" at the intersection of the northerly right-of-way line of Davis Boulevard (a called 120 foot wide right- of-way) and the north right-of-way line of Newman Drive (variable width right-of-way) and being the southeast corner of that called 4.2660 acre tract of land described in Special Warranty Deed to Quiktrip Corporation, as recorded in Document No. D212025704 in the Official Public Records of Tarrant County,Texas; THENCE South 31 degrees 02 minutes 54 seconds West,across said Newman Drive, a distance of 41.51 feet to the intersection of said existing northerly right-of-way line and the south right- of-way line of said Newman Drive and being the northeast corner of said called 4.847 acre tract of land; THENCE South 30 degrees 30 minutes 22 seconds West, along said northerly right-of-way line, a distance of 430.00 feet to the point of curvature of a circular curve to the left, not being tangent to the preceding course, having a radius of 2,924.79 feet, whose chord bears South 27 degrees 13 minutes 16 seconds West, a distance of 345.89 feet; THENCE Southwesterly, continuing along said northerly right-of-way line and along said circular curve to the left, through a central angle of 06 degrees 46 minutes 48 seconds, an arc length of 346.09 feet to a 1/2-inch set iron rod with plastic cap stamped"HALFF ASSOC INC." (hereinafter referred to as "with cap") for the POINT OF BEGINNING, being at the prolongation of said circular curve to the left, having a radius of 2,924.79 feet, whose chord bears South 23 degrees 44 minutes 37 seconds West,a distance of 8.94 feet; THENCE Southwesterly, continuing along said northerly right-of-way line and along said circular curve to the left, through a central angle of 00 degrees 10 minutes 30 seconds, an arc length of 8.94 feet to a 1/2-inch set iron rod with blue plastic cap stamped "HALFF ESMT" (hereinafter referred to as "with blue cap")for corner; THENCE North 66 degrees 20 minutes 38 seconds West, departing said northerly right-of-way line,a distance of 14.00 feet to a 1/2-inch set iron rod with blue cap for the point of curvature of a circular curve to the right, not being tangent to the preceding course, having a radius of 2,938.79 feet, whose chord bears North 23 degrees 50 minutes 18 seconds East, a distance of 18.71 feet; Page 1 of 3 Resolution No.2014-028 Page 10 of 18 THENCE Northeasterly, along said circular curve to the right, through a central angle of 00 degrees 21 minutes 53 seconds, an arc length of 18.71 feet to a 1/2-inch set iron rod with blue cap on a circular curve to the left, not being reverse to the preceding course, having a radius of 284.00 feet,whose chord bears South 65 degrees 04 minutes 22 seconds East,a distance of 4.22 feet; THENCE Southwesterly, along said circular curve to the left, through a central angle of 00 degrees 51 minutes 04 seconds, an arc length of 4.22 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 21 degrees 30 minutes 54 seconds East, a distance of 13.73 feet to the POINT OF BEGINNING AND CONTAINING 214 square feet or 0.0049 acres of land,more or less. A plat accompanies this legal description. Page 2 of 3 Resolution No.2014-028 Page 11 of 18 LOT 1,BLOCK 1, -FND 'X' CENTER POINT ADDITION I I CUT (CM) NEWMAN DRIVE 5/8'FIR W/POINT OF RPLS 5199 CAB.A,SLIDE 8327 1 I (VARIABLE WIDTH R.O.W_) COMMENCING ccM1 (DOC.NO.D2031647281 I ------------- '—� ---- --�----- A.. P.R.T.C.T. :—.71- C. I I 25'EASEMENT & JOHN H.BARlOUGH,SURVEY Cry RIGHT-OF-WAY AGREEMENT ABSTRACT NO.130 / ,.i h� 20'INGRESS & 1 15/8'FIR I I TEXAS MIDSTREAM EGRESS EASEMENT I I W/TX5819 GAS SERVICES,L.L.C. i �` �� DOG.N0.D209N5236 VOL. i 388-156,PG. CAP I 1J o.P.R.T.C.T. GENERAL WARRANTY DEED / C-)I I WOODBRIAR MANAGEMENT LTD. PREVIOUSLY 1/2'FIR I CALLED 4.847 ACRE TRACT _. CURVE DATA WATAUGA ROAD W/UNREADI I VOL.11976,PG.305 ' TABLE -- ALLEY 15/t8'FIR ABLE CAP i © O.R.T.C.T. O/ I A-)f A=00' 10' 30" ' I ' S21' 30' 54"E j R=2,924.79' LOTS 1OAR,IOBR, I 1/2' SIR W/ 1/2' / T=4.47' 11AR 1188 I I BLUE CAP SIR 13.73 1 ANO 12AR,BLOCK 30 O L=8.94' COLLEGE HILL ADDITION p ' 1 © CB-S23' 44' 37'W VOL.388-163,PG 9 POINT OF - P.R.r.c.r. I ' 7.• BEGINNING --/ CD=8.94'cor Lor I 1 ,ti A=00' 21' 53' 1/2'SIR W/ ; SIR LL Is-A ,9 a 10 ( i BLUE CAP �c/ R_2,938.79' O O ' T-9.36' • a CARDINAL CT. I w : I :` ® L-1871 ' (50'R.O.W.) ' LL ° ; 214 SF r . 1/2'SIR W/ �h;/ C8=N23' 50' 18'E BLUE CAP y i/2'FIR•�H 1 1 0.0049 ACRE `N66' 20' 38'W CD=18.71' Lor I LOT g I : DE-2 14.00' A=00' 51' 04' BLOCK BLOCK / ' 1308 ' 130 ■ I DETAIL"A" O. T 2.11'00 I I I SCALE: 1'= 40' O L=4.22' 20SS EASEMENT& FND I CB-S65' 04' 22'E EGRESS EASEMENT NA CB= S65' VOL.3I 388-156,PG.26 NAIL I I / 1 =06' 46' 48" �- / CD=4.22' ` ALLEY�� I ; R_2,924.79' �� �O �� BRANDI o • } J I T 17 3.2 5 I Q' NIF 0° � PRECISE CAP I Spp�\ CB=827' 13 16 W / Q ARTHUR - BLVD. BLOCK 3o , \ CD=345.89' OJv` �E5 1--�-•-- COLLEGE HILL I ( ��'c`- NEWMAN o PEARL I ADDITION I RIGHT-OF-WAY 1 ce N� I EIGHTH FILING a N PARCEL BY �� SITE �'� " S��RG N VOL.388-37•PG.75 I SEPARATE , � --Prtr_c.r. _� ( • INSTRUMENT 'Cr / POgoc��s i �M,� re 1/2'FIR / 04, -6, OWEN DR. w/caP I f e` m�LJ, imi ' / me, PASS cFJ/ bli I NN I Bablin ifi 4 I I POINT OF BEGINNING \� I ()CATION MAP 1 LOT r I I e �� N.T.S. 1 BLOCK 2 • • s R�QG ``�J 50 100 200 - ---- —, SEE TR :. s I I DETAIL 'A'�� SCALE:1" =100' 0.0049 ACRE LEGEND DRAINAGE EASEMENT(DE-2) PROPOSED DRAINAGE SITUATED IN THE EASEMENT IRON ROD UNLESS ,.'Is.^ 'rTV_ N JOHN H.BARLOUGH, SURVEY FIR• NOTED OTHERWISE �• ��,�c`yrF� 1�15 a ABSTRACT NO. 130 1'2 SET IRON ROD W/YELLOW i ,A,0.O �� SIR• PLASTIC CAP STAMPED 'HALFF I 2,Q. 'L f' O\ IN THE ASSOC.INC.' i ! CITY OF NORTH RICHLANDS HILLS, 1,2•SIR /2 SET IRON ROD W/BLUE 'r. 1 A^ I,'n�I u. TARRANT COUNTY TEXAS W/BLUE PLASTIC CAP STAMPED 'HALFF " ^OUGLAa/', V;,-HOUND CAP ESMT: 1,...:.A ,.,5619...4. L/ ,, Basis of bearing is NAD83 based on NETRS shot on 10/25/2013 North Richland O CALCULATED POINT FOR A CORNER * \90 .,: l) Hills monuments 5,13,14,17 and 22.Northing was adjusted 0.46'north, 1CM) CONTROL MONUMENT ti. ..............s s s� ''�. Basting was adjusted 1.55'east to bring into RTK tolerance,vertical was left �,•!,/y t,„: i alone.Levels were run between traverse and work points points 101,102,103, _-_ SUBJECT PROPERTY .- -O SUM' A'' t 104,301,302,303,304,and 305 holding the RTK elevation for 101 on -— ADJACENT R.O.W./ PROPERTY LINE b 10/26/2013.Scale factor 1.00012. Ku HALFFiM DGN: EXH011-DE2-29783.dgn AVO: 29783 L Ooudb.a, ebyA V:I.IW P bntl Ldnd ■r1■ Surveyor.do n.r survey o..llfy/non INS oun r.. 4000 FOSSIL CREEK BLVD.FORT WORTH.TEXAS 781:7(817)847-1422 DATE: 07/16/2014 PAGE NO.: 3 OF 3 °w°er••y nsupervLIoond direction.O" n.pound TBPLS FIRM NO.10029805 Resolution No.2014-028 Page 12 of 18 WOODBRIAR MANAGEMENT LTD. TEMPORARY CONSTRUCTION EASEMENT(TCE-1) BEING a tract of land in the John H. Barlough Survey, Abstract No. 130 in the City of North Richland Hills, Tarrant County, Texas, being a part of that called 4.847 acre tract of land described in General Warranty Deed to Woodbriar Management Ltd., as recorded in Volume 11976, Page 305 in the Official Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a found 5/8-inch iron rod with cap stamped "RPLS 5199" at the intersection of the northerly right-of-way line of Davis Boulevard (a called 120 foot wide right- of-way) and the north right-of-way line of Newman Drive (variable width right-of-way) and being the southeast corner of that called 4.2660 acre tract of land described in Special Warranty Deed to Quiktrip Corporation, as recorded in Document No. D212025704 in the Official Public Records of Tarrant County,Texas; THENCE South 31 degrees 02 minutes 54 seconds West,across said Newman Drive, a distance of 41.51 feet to the intersection of said existing northerly right-of-way line and the south right- of-way line of said Newman Drive and being the northeast corner of said called 4.847 acre tract of land; THENCE South 30 degrees 30 minutes 22 seconds West, along said northerly right-of-way line, a distance of 430.00 feet to the point of curvature of a circular curve to the left, not being tangent to the preceding course, having a radius of 2,924.79 feet, whose chord bears South 28 degrees 08 minutes 51 second West, a distance of 251.45 feet; THENCE Southwesterly, continuing along said northerly right-of-way line and along said circular curve to the left, through a central angle of 04 degrees 55 minutes 38 seconds, an arc length of 251.53 feet for the POINT OF BEGINNING, being at the prolongation of said circular curve to the left, having a radius of 2,924.79 feet, whose chord bears South 25 degrees 36 minutes 54 seconds West, a distance of 7.00 feet; THENCE Southwesterly, continuing along said northerly right-of-way line and along said circular curve to the left, through a central angle of 00 degrees 08 minutes 14 seconds, an arc length of 7.00 feet to a 1/2-inch set iron rod with yellow plastic cap stamped "HALFF ASSOC. INC." (hereinafter referred to as "with cap") for corner at the intersection of said northerly right-of-way line and the new east right-of-way line of Smithfield Road (variable width right- of-way); THENCE South 69 degrees 53 minutes 49 seconds West, departing said northerly right-of-way line and along said new east right-of-way line, a distance of 14.28 feet to a 1/2-inch set iron rod with cap for the point of curvature of a circular curve to the right, having a radius of 216.00 feet, whose chord bears North 32 degrees 49 minutes 11 seconds West, a distance of 233.24 feet; THENCE Northwesterly, continuing along said new east right-of-way line and along said circular curve to the right,through a central angle of 65 degrees 21 minutes 21 seconds, an arc length of 246.39 feet to a 1/2-inch set iron rod with cap for corner; Page 1 of 3 Resolution No.2014-028 Page 13 of 18 THENCE North 00 degrees 08 minutes 31 seconds West, continuing along said new east right- of-way line, a distance of 329.62 feet to a 1/2-inch set iron rod with cap for the point of curvature of a circular curve to the left, having a radius of 1,034.00 feet, whose chord bears North 01 degree 15 minutes 15 seconds West, a distance of 40.15 feet; THENCE Northwesterly, continuing along said new east right-of-way line and along said circular curve to the left, through a central angle of 02 degrees 13 minutes 29 seconds, an arc length of 40.15 feet to a 1/2-inch set iron rod with cap for corner; THENCE North 02 degrees 22 minutes 00 seconds West, continuing along said new east right- of-way line, a distance of 28.33 feet to a 1/2-inch set iron rod with cap for corner; THENCE North 43 degrees 51 minutes 22 seconds East, continuing along said new east right- of-way line, a distance of 13.85 feet to a 1/2-inch set iron rod with cap for corner at the intersection of said east right-of-way line and the south right of way line of said Newman Drive; THENCE South 00 degrees 23 minutes 59 seconds West, departing said new east right-of-way line and said south right of way line, a distance of 78.42 feet to a point for corner; THENCE South 00 degrees 08 minutes 31 seconds East, a distance of 187.60 feet to a point for corner; THENCE North 89 degrees 51 minutes 29 seconds East, a distance of 3.00 feet to a point for corner; THENCE South 00 degrees 08 minutes 31 seconds East, a distance of 142.02 feet to a point for corner; THENCE North 89 degrees 51 minutes 29 seconds East, a distance of 5.00 feet to the point of curvature of a circular curve to the left, not being tangent to the preceding course, having a radius of 201.00 feet, whose chord bears South 32 degrees 17 minutes 12 seconds East, a distance of 213.89 feet; THENCE Southeasterly, along said circular curve to the left, through a central angle of 64 degrees 17 minutes 22 seconds,an arc length of 225.53 feet to a point for corner; THENCE North 25 degrees 34 minutes 07 seconds East, a distance of 1.95 feet to a point for corner; THENCE South 65 degrees 39 minutes 27 seconds East, a distance of 14.01 feet to the POINT OF BEGINNING AND CONTAINING 7,027 square feet or 0.1613 acres of land,more or less. A plat accompanies this legal description. Page 2 of 3 Resolution No.2014-028 Page 14 of 18 SCUT IOW----- ------------------ --'-- LOT 1,BLOCK ,, NEWMAN DRIVE POINT OF 5/e'FIR w/ N CENTER POINT ADDITION I I 3 1/2' RPLS 5199 CAB,A,SLIDE 8327 I 1 ySIR (VARIABLE WIDTH R.O.W_) COMMENCING (CM) !DOC.NO.02031647281 I I , ------------- ----______—" P.R,T,C,T. 1 p I I I 4 25'EASEMENT & GENERAL WARRANTY DEED , <0 I 1 RIGHT-OF-WAY AGREEMENT WOODBRIAR MANAGEMENT LTD. , 5/8'FIR TEXAS MIDSTREAM GAS SERVICES,L.L.C. �/ 1 W/TX5819 2 DOG.N0.02091!5236 CALLED 4.847 ACRE TRACT / h CAP I( 1/2'_ _ O.P-R,T.C.T. VOL.11976,PG.305 / ". P1 20'INGRESS & 11 SIR O.R.T.C.T. / , EGRESS EASEMENT II © f � O/ VOL.388-156,PG.26 L Y BEARING/DISTANCE TABLE PREVIOUSLY 1/p• 1/2 O/ WATAUGA ROAD FIR SIR NO. BEARING DISTANCE ,�% -— ALLEY 5/e'FIR =_� 1 S69' 53' 49'W 14.28' P Ft- 0 50 100 200 —I 1 I<0 ° 2 NO2' 22' 00'W 28.33' _ LOTS !OAR,IOBR, I / 11AR,NBR I n' °ti 3 N43' 51' 22'E 13.85' / SCALE:1"=100' AND 12AR,BLOCK 30 Po COLLEGE HILL ADDITION � Q I O'- 4 S00' 23' 59'W 78.42' �/ VOL,388-163,PG 9 < 1 S. P,R,T.c.T. O 5 N89' 51' 29'E 3,00' rL/ Li. Lor I T I 6 N89. 51' z9•E 5.00' .,/LOCATION MAP ,9 a I )M 5 I N.T.S. —I i� p i ao 7 N25' 34' 07•E 1.95' O/ CARDINAL CT. J_ °(� �,"' BRANDI r II LU 8 S65' 39' 27'E 14.01' w 1 (50'R.O.W.) I lL b 10 / I F Q CAROINAI 3— -- = Z ' ARTHUR 5 BLVD. m 1/2 1FIFR = I S l - -.-.—\— 1013R OAR ° 7,027 S F sC &I �O'```\- NEWMAN 0∎PEARL BLOCK BLOCK � 0.1613 ACRE ^ —SITE — s�`�`yS 30 30 °-' TCE-1 .1/4, ,,,,s 2ESS EASEMENT& FND 1 ° op 08° .? 0� EGRESS EASEMENT pX N I Cj�' P� s'O,,, .RIO, a 4 $ VOL.I388 156,PG.26 NAIL 6 OJ O O O , U ). z° �� E i SIR OQ'J(' 0';e'-� ,°tea S ALLEY SRI +. !cYfE 'I J�,'� /5 , ,I O �O^ry _ I' BLOCK so PARCEL O BY AY -� ~ CURVE DATA TABLE COLLEGE HILL I SEPARATE /� I ADDITION I EIGHTH FILING I INSTRUMENT QV VOL,388-37,PG. 75 1 =04' 55' 38' L=02' 13'29' P.R.T.C.T. 7 / R=2,924.79' R=1.034.00' I/2'FIR 1/2' T=125.84' O T=20.08' 8 O OWEN DR. W/CAP ' 1 L=251.53' 3 L=40.15' 50'R.O.W.) 1/2' Sl' / CB=S28' 08' 51'W CB=N01' 15' 15'W ( _ SIR CD=251.45' CD=40.15' ' A_65' 21' 21' I ; , 1/2' 1/2' POINT OF R-216.00 I © BEGINNING SIR p=00' 08' 14' =64' 17' 22' la I T-138.55' \ 1 R=2.924.79' R=201.00' L-246.39 I T=3.50' T=126.31' O L=7.00' O L=225.53' I C6=N32' 49' 11'W 1/2' SIR C8=325' 36' 54'W CB=S32' 17' I2'E 2 :CD=233.24' I 1/ 2' SIR CD=7.00' CD=213.89' y L ! BLOCK 2 I _ OT --1 • I r„-„,,, A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT i 0.1613 ACRE LEGEND TEMPORARY CONSTRUCTION EASEMENT PROPOSED T.C.E. 1 �b ,fit , Y SITUATED IN THE h ...-- " . r. JOHN H. BARLOUGH,SURVEY FIR•• NOTED OTOHERWISEUNLESS , A�9•(. 7,1$,• ABSTRACT NO. 130 /Z SET IRON ROD W/YELLOW /' (. F` V IN THE SIR• PLASTIC CAP STAMPED 'HALFF i! i Q' Off, ASSOC.INC.' • CITY OF NORTH RICHLANDS HILLS, CALCULATED POINT FOR '' DOUGLAS A.CAL-HOU TARRANT COUNTY TEXAS 0 A CORNER ;..,.� t C; A 5619 g (CM) CONTROL MONUMENT �, �O , Basis of bearing is NAD83 based on NETRS shot on 10/25/2013 North Richland r Ii Hills monuments 5,13,14,17 and 22.Northing was adjusted 0.46'north, —— PROPOSED CENTER LINE FC 6 S\C Basting was adjusted 1.55'east to bring Into RTK tolerance,vertical was left „(41..,.' 4' ,/ Z alone.Levels were run between traverse and work points points 101,102,103, --— SUBJECT PROPERTY , r U"��`l a 9 104,301,302,303,304,and 305 holding the RTK elevation for 101 on __— ADJACENT R.O.w./ PROPERTY •" I ` 10/26/2013.Scale factor 1.00012. LINE NUR - sus DGN: EXH012-1012 -1-29783.dgn AVO: 29783 0. 00 .Ctl1 reby ce tify t Prai•aalmgLaM HALFF s.rr•rur•o ••r uY enot this oaru•m .1 •r•RV••tram c survey woo•an rna yaun0 s III, under my•u0•rvI.lon anti direction. 3 4000 FOSSIL CREEK BLVD.FORT WORTH,TEXAS 78137(817)847.1422 DATE: 10/01/2014 PAGE NO.: 3 OF 3 TBPLS FIRM NO.10029805 _ _ Resolution No.2014-028 Page 15 of 18 WOODBRIAR MANAGEMENT LTD. TEMPORARY CONSTRUCTION EASEMENT(TCE-2) BEING a tract of land in the John H. Barlough Survey, Abstract No. 130 in the City of North Richland Hills, Tarrant County, Texas, being a part of that called 4.847 acre tract of land described in General Warranty Deed to Woodbriar Management Ltd., as recorded in Volume 11976, Page 305 in the Official Records of Tarrant County,Texas, and being more particularly described as follows: COMMENCING at a found 5/8-inch iron rod with cap stamped "RPLS 5199" at the intersection of the northerly right-of-way line of Davis Boulevard(a called 120 foot wide right- of-way) and the north right-of-way line of Newman Drive (variable width right-of-way) and being the southeast corner of that called 4.2660 acre tract of land described in Special Warranty Deed to Quiktrip Corporation, as recorded in Document No. D212025704 in the Official Public Records of Tarrant County,Texas; THENCE South 31 degrees 02 minutes 54 seconds West, across said Newman Drive, a distance of 41.51 feet to the intersection of said existing northerly right-of-way line and the south right- of-way line of said Newman Drive and being the northeast corner of said called 4.847 acre tract of land; THENCE South 30 degrees 30 minutes 22 seconds West, along said northerly right-of-way line, a distance of 430.00 feet to the point of curvature of a circular curve to the left, not being tangent to the preceding course, having a radius of 2,924.79 feet, whose chord bears South 27 degrees 13 minutes 16 seconds West, a distance of 345.89 feet; THENCE Southwesterly, continuing along said northerly right-of-way line and along said circular curve to the left, through a central angle of 06 degrees 46 minutes 48 seconds,an arc length of 346.09 feet to a 1/2-inch set iron rod with plastic cap stamped "HALFF ASSOC INC." (hereinafter referred to as "with cap") for the POINT OF BEGINNING, being at the prolongation of said circular curve to the left, having a radius of 2,924.79 feet, whose chord bears South 23 degrees 45 minutes 30 seconds West,a distance of 7.44 feet; THENCE Southwesterly, continuing along said northerly right-of-way line and along said circular curve to the left, through a central angle of 00 degrees 08 minutes 45 seconds, an arc length of 7.44 feet to a point for corner; TI-IENCE North 65 degrees 39 minutes 27 seconds West, a distance of 9.14 feet to a point for corner; THENCE North 24 degrees 20 minutes 33 seconds East, a distance of 2.00 feet to the point of curvature of a circular curve to the right, having a radius of 299.00 feet, whose chord bears North 58 degrees 06 minutes 43 seconds West,a distance of 78.53 feet; THENCE Northwesterly, along said circular curve to the right, through a central angle of 15 degrees 05 minutes 29 seconds,an arc length of 78.76 feet to a point for corner; Page 1 of 3 Resolution No.2014-028 Page 16 of 18 THENCE North 39 degrees 26 minutes 02 seconds East, a distance of 5.00 feet to the point of curvature of a circular curve to the right, not being tangent to the preceding course, having a radius of 294.00 feet, whose chord bears North 43 degrees 51 minutes 57 seconds West, a distance of 68.61 feet; THENCE Northwesterly, along said circular curve to the right, through a central angle of 13 degrees 24 minutes 04 seconds, an arc length of 68.76 feet to a point for corner on the existing east right-of-way line of said Smithfield Road; THENCE North 00 degrees 00 minutes 54 seconds East, along said existing east right-of-way line, a distance of 5.93 feet to a 1/2-inch set iron rod with cap for corner at the intersection of said existing east right-of-way line and the new southerly right-of-way line of said Smithfield Road; THENCE South 77 degrees 42 minutes 49 seconds East, departing said existing east right-of- way line and along said new southerly right-of-way line, a distance of 9.89 feet to a 1/2-inch set iron rod with cap for the point of curvature of a circular curve to the left, not being tangent to the preceding course, having a radius of 284.00 feet, whose chord bears South 51 degrees 36 minutes 45 seconds East, a distance of 136.31 feet; THENCE Southeasterly, continuing along said new southerly right-of-way line and along said circular curve to the left, through a central angle of 27 degrees 46 minutes 17 seconds, an arc length of 137.66 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 21 degrees 30 minutes 54 seconds East, continuing along said new southerly right-of-way line, a distance of 13.73 feet to the POINT OF BEGINNING AND CONTAINING 1,950 square feet or 0.0448 acres of land, more or less. A plat accompanies this legal description. Page 2 of 3 Resolution No.2014-028 Page 17 of 18 CUT IcMf--- NEWMAN DRIVE POINT OF 'V LOT 1,BLOCK 1, 5/8'FIR W/ CENTER POINT ADDITION I I RPLS 5199 CAB.A,SLIDE 8327 I 1 _ /VARIABLE WIDTH R.O.W. COMMENCING (cm) f00C.NO.0203164728) I ---`-----------� ------------ .yam P.R.T.C.T. I �1/2' p ' 1 1 I SIR 25'EASEMENT & GENERAL WARRANTY DEED I 1 RIGHT-OF-WAY AGREEMENT WOODBRIAR MANAGEMENT LTD. / `. .; 5/8'FIR • TEXAS MIDSTREAM GAS SERVICES,L.L.C. CALLED 4.847 ACRE TRACT LTD. h W/7X5819 II J DOC.NO.0209115236 VOL.11978,PG.305 CAP 1/2'___ O.P.R.T.C.T. • 0- 20' INGRESS & I I SIR' O.R.T.C.T. n� EGRESS EASEMENT II VOL. 388-156,Pc.26 BEARING/DISTANCE TABLE / WATAUGAUROAD FIR SIR i i N0. BEARING DISTANCE �0/ F. ALLEY s/e'FIR I I 1 N65' 39' 27'W 9.14' 0 ,,Al b0 100 200 I-— — I 1 2 N24' 20' 33'E 2.00' LOTS IOAR.IOBR, IJAR,NBR 3 N39' 26' 02'E 5.00' SCALE: 1"=100' AND 12AR,BLOCK 30 COLLEGE HILL ADDITION I o I 4 N00' 00' 54'E 5.93' VOL.388-163,PG 9 I Q P.R.T.C.T. I 1 a o ^ I I 5 s71 42' 49'E 9.89' ti LOCATION MAP on LOT LOT I W ��/ ie 19-A 19-e 1 Q § i 6 S21' 30' 54'E 13.73' �0 N.T.S. ! CARDINAL CT. W tY I I J • - BRAN01 3 (50' I O 1 I I SO e c)j I . '- ; CARDINAL\ ` 50 R.O.W.) LL. ,n 1 I _ \II _— -1/2' _ — 9, J� O. ARTHUR o BLVD. 1 w FIR I- I C\�`JQ'G•c.. / \�S itig■........_ k., LOT LOT I I I o� /� a LAS a PEARL 10BR I IOAR co I I I OGj� a? , ti`s'- o. . 's BLOCK I BLOCK I I Q- —SITE —�r�.►�Sa��,„ _ G Li' Se oti 1 IIIIWI 0 L1 ALLEY • SIR �Q" l �oSS , + I 1,950 SF o' gi�, r 1 I 1/2'FIR w/� ' , 0.0448 ACRE &:- BLOCK I LDT 9 I \I 1 COLLEGE H.301. I RIGHT-OF-WAY /c' CURVE DATA TABLE ADDITION 1 I PARCEL BY i EIGHTH FILING I SEPARATE Q� 6=06' 46' 48' I VOL.388-37,PG.75 I INSTRUMENT A=15'05' 29' P.R.T.C.T. R=2,924.79' R=299.00' i/z'F(RJ 1/2' I 5 I ` \ / T=173.25' T=39.61' 1 w/cAP SIR I 0 L=346.09' 0 L=78.76' OWEN DR. SIR• y O`\ CB=S27' 13' 16"W CB=N58' 06' 43'W 1 _150'R.O.W.) 4 CD=345.89' CD=78.53' ' A==13' 24' 04' I 1/2' SIR 1/2'SIR 2 1 R=294.00' I A=00' 08' 45' A=27' 46' 17' ts'y I T-34.54' In ` SIR 6 R=2.924.79' R=284.00' SIR T=3.72' T=70.21' I L=68.76' I 1 POINT OF O L=7.44' O T=70.21'' I C6=N43' 51' 51'W © 2 BEGINNING CB=S23. 45' 30'W C8=S51. 36' 45'E CD=68.61' I ''''',0 1/2' SIR CD=7.44' CD=136.31' 6 LOT 1 1 A BLOCK/2�J I 1 - I I © /- A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT i r 0.0448 ACRE LEGEND 1 TEMPORARY CONSTRUCTION EASEMENT PROPOSED T.C.E. f SITUATED IN THE 7 Z'a� :, � JOHN H. BARLOUGH, SURVEY FIR• NOTED OTHERWSEUNLESS 1.,,\ ..P.t: T�,i, s ABSTRACT NO. 130 1/2'SET IRON ROD W/YELLOW / Cj ' 6 T l;q*.i k1 SIR• PLASTIC CAP STAMPED 'HALFF i 1<t• d\ p IN THE ASSOC.INC.' 4 1 I 1 ` CITY OF NORTH RICHLANDS HILLS, , CALCULATED POINT FOR '+ DOUGLAS A.CALHOUN' 1 TARRANT COUNTY TEXAS O A CORNER 'Basis of bearing is NAD83 based on NETRS shot on 10/25/2013 North Richland (CM) CONTROL MONUMENT c\""\.'3.2 5610 qtr f / Basting was adjusted 1.55'east to bring into IRTK was tolerajnce,vertical washlek pROPOSEO CENTER LINE `.!..P8 T S 1 T." / — SUBJECT PROPERTY '4N...........N { .'/1 z alone.Levels were run between traverse and work points points 101,102,103, -- ° S U. S k 104,301,302,303,304,and 305 holding the RTK elevation for 101 on __— ADJACENT R.O.W./ PROPERTY -i Y a 10/26/2013.Scale factor 1.00012. LINE •47.3• HALFFµ DGN: EXH012-TCE-1.2.29783.dgn AVO: 29783 Loa.yooO.t N.q.t.r.dProf.a.ICnolLaW ■.. $urv.yor.EO,,a survey that thl.round w III x.:111, prepared from a survey d. the round 4000 FOSSIL CREEK BLVD.FORT WORTH.TEXAS 78137(817)847.1422 DATE: 10/01/2014 PAGE NO.: 3 OF 3 my supervision and dIr.ntlon. TBPLS FIRM NO.10029605 _ Resolution No.2014-028 Page 18 of 18 •