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HomeMy WebLinkAboutResolution 2014-027 RESOLUTION NO. 2014-027 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 TEMPORARY CONSTRUCTION AND ACCESS EASEMENTS IF INCLUDED; 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: 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 27th day of October, 2014. CITY OF • u RTH RIC 'LA D HILLS By: / .I►�, • Os ar revr7 Mayor Resolution No. 2014-027 Page 2 of 3 �� UII toto IN/p/�,,. ATTEST: ���`�F4C'•H !V e% 01:k(,<,kJ \t-L /(, ealt--464 _ Alicia Richardson, City SecrefloE2, r1 APPROV D A TO FORM ANIti alepe 7,0 1\4 ./ George A. Staples, Attorney Resolution No. 2014-027 Page 3 of 3 EXHIBIT"A" QUIKTRIP CORPORATION 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 4.2660 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, and being more particularly described as follows: BEGINNING 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 said 4.2660 acre tract of land; THENCE North 00 degrees 22 minutes 44 seconds West, along said existing east right-of-way line, a distance of 394.99 feet to a 5/8-inch found iron rod with cap stamped "DCA" for the point of curvature of a circular curve to the left, not being tangent to the preceding course, having a radius of 1,080.66 feet, whose chord bears North 88 degrees 13 minutes 56 seconds East, a distance of 44.74 feet; THENCE Northeasterly,departing said existing east right-of-way line, along the south right-of- way line of Mid Cities Boulevard (Watauga Road, a variable width right-of-way) and along said circular curve to the left through a central angle of 02 degrees 22 minutes 20 seconds, an arc length of 44.74 feet to a 1/2-inch set iron rod with yellow plastic cap stamped "HALFF ASSOC. INC." (hereinafter referred to as "with cap") at the intersection of said south right-of- way line and the new east right-of-way line of Smithfield Road; THENCE South 43 degrees 43 minutes 28 seconds West,departing said south right-of-way line and along said new east right-of-way line, a distance of 43.08 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 00 degrees 23 minutes 26 seconds East, continuing along said new east right- of-way line, a distance of 159.81 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 960.50 feet, whose chord bears South 01 degree16 minutes 37 seconds East, a distance of 29.72 feet; THENCE Southeasterly, continuing along said new east right-of-way line and along said circular curve to the left through a central angle of 01 degree 46 minutes 22 seconds, an arc length of 29.72 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 02 degrees 09 minutes 48 seconds East, continuing along said new east right- of-way line, a distance of 57.28 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 634.00 feet, whose chord bears South 00 degrees 25 minutes 43 seconds West, a distance of 57.34 feet; { } TI-TENCE Southwesterly, continuing along said new east right-of-way line and along said circular curve to the right, through a central angle of 05 degrees 11 minutes 02 seconds, an arc length of 57.36 feet to a 1/2-inch set iron rod with cap for the point of reverse curvature of a circular curve to the left, having a radius of 566.00 feet, whose chord bears South 00 degrees 23 minutes 56 seconds West, a distance of 51.78 feet; THENCE Southwesterly, continuing along said new east right-of-way line and along said circular curve through a central angle of 05 degrees 14 minutes 37 seconds, an arc length of 51.80 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 45 degrees 50 minutes 40 seconds East, continuing along said new east right- of-way line, a distance of 13.61 feet to a 1/2-inch set iron rod with cap for corner on said north right-of way line; THENCE North 89 degrees 43 minutes 42 seconds West, departing said new east right-of-way line and along said north right-of-way line, a distance of 25.22 feet to the POINT OF BEGINNING AND CONTAINING 6,585 square feet or 0.1512 acres of land,more or less. A plat accompanies this legal description. • • 'BRANDI — ../ ° _ _JeFNIF 4. MID CITIES BOULEVARD i ���,� _, H CARD1NALy (VARIABLE WIDTH R,O.W) ARTHUR = o BLVD. \ I/2'FIR WI 5/8'FIR W/ l IIP -..--- ^�--'— BEASLEY RPLS DCA CAP L�1F `1 PEARL 4050 CAP\ ICMI '^___I/Z'FIRl ^_— 1 c NEWMAN Q X.Y • ♦II 1/2' SIR .............t> ceNI',�s _ 5/8'FIR W/ OWEN PAN° , ___ _ --5/8'FI1 W,_r— --1 Tx 5e19 CAP 543 43' 28"W tg�°�`� FV41�� z`'P0�`0°� i TX 5819 CAP . 43.08 /oce a '\ i I 1/2" SIR SITE F 1 '�� r`0- m SPECIAL WARRANTY DEED wan VENDORS LIEN TO CENTERPOINT COMMUNITY 6,585 S FF 1� �f�^ t1°`S VOL,15466,PC.307 0.1512 ACRE Il n 1 v. p1w� D.R.T.C.T. RIGHT-OF-WAY LA /--,, LOT 1,CENTER POINT ADDITION PARCEL TAKING CAB.A,SLIDE 8327 N LOCATION MAP 4 (00C.NO.0203164728) I CV07 N.T.S.•T. P.R.1.C.T. i NOn LL I I I Lf1 2 o CURVE DATA TABLE I I -- °'- Q Lc) _ - ^'� w A=02. 22' 20" o�/ o l R=1,080.66' W a I I 1 T=22.37' I I = cn 6,585 SF O L=44.74' I I I a CB=N88' 13' 56"E I I -j °_ 0.1512 ACRE I W 1/2'SIR RIGHT-OF-WAY l t CD=44,74 =w PARCEL TAKING \�'\ I I R=91' 46' 22" I I 1= - 1/2' SIR 4.2660 ACRE \� O2 R=960.50'= 4.86 I I C Z N PARENT TRACT 1/ L=29.72' S02' 09' 48"E CB=S01' 16' 37"E ; ° • 57.28' ___/ CD=29.72' I I Z P.0.8•1 PARENT TRACT A=05' 14' 37" li 1 I 1/2' SIR N.T.S. R=566.00' II 0=05' 11' 02" SPECIAL WARRANTY DEED NCD T=25.92 III R=634.00 QUIKTRIP CORPORATION L=51•80 T=28.70' DOC.NO.0212025704 3 CB=S00' 23' 56"W 11 I L=57.36' 0.P.R.T.C.T. CD=51.78' IV CB=S00' 25' 43"W CD=57.34' I I 1/2' SIR JOHN H.BARLOUGH SURVEY POINT O F ABSTRACT NO.130 BEGINNING II 1/2" SIR S45" 50' 40"E I I 13.61' 4 0 30 60 120 I I END x ------------------------- _ I 1 CUT (CMI�'� ' w N89' 43' 42"W, 1/2" SIR NEWMAN DRIVE A LEGAL DESCRIPTION i SCALE: 1"= 60' I I 25.22' ACCOMPANIES THIS EXHIBIT I 0.1512 ACRE LEGEND RIGHT-OF-WAY PARCEL TAKING PROPOSED R.O.W. 6 SITUATED IN THE TAKING JOHN H. BARLOUGH, SURVEY FIRS NOTED OTHERWISE UNLESS x ABSTRACT NO. 130 1/2" /y'SET IRON ROD W/YELLOW N IN THE • PLASTIC CAP STAMPED 'HALFF SIR ASSOC.INC.' CITY OF NORTH RICHLANDS HILLS, CALCULATED POINT FOR TARRANT COUNTY TEXAS 0 A CORNER = (CMI CONTROL MONUMENT R Basis of bearing Is NADR3 based on NETRS shot on 10/25/201.3 North Richland Hills monuments 5,13,14,17 and 22.Northing was adjusted 0.46'north, -- PROPOSED CENTER LINE " easting was adjusted 1.55'east to bring into RTK tolerance,vertical was left __— SUBJECT PROPERTY i alone.Levels were run between traverse and work points points 101,102,103, 104,301,302,303,304,and 305 holding the RTK elevation for 101 on __— ADJACENT R.O.W./ PROPERTY 3 10/26/2013.Scale factor 1.00012. LINE mom HALFF DON: EXH003-ROW AVO: 29783 I.Douglas A.Calhoun.Registered Prof eeslonnlland Surveyor.00 hereby certify VW tnls cercNvas o • • under SUpe Ion survey nWd.o the ground u Aer my Supervlslan ono afrec"ion. 4000 FOSSIL CREEK BLVD.FORT WORTH,TEXAS 70137(0171547.1422 DATE: 04/02/2014 PAGE NO.: TBPLS FIRM NO.10029605 i z F j• CENTERPOINT COMMUNITY BAPTIST CHURCH 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 tract of land described in Special Warranty Deed with Vendor's Lien to Centerpoint Community Baptist Church, as recorded in Volume 15466, Page 307 in the Official Records of Tarrant County, Texas, being a part of Lot 1, Block 1, Center Point Addition, an addition to the City of North Richland Hills, Tarrant County, Texas, as recorded in Cabinet A, Page 8327 (Document No. D203164728) in the Plat Records of Tarrant County,Texas, and being more particularly described as follows: BEGINNING at a 5/8-inch found iron rod with cap stamped "TX 5819" at the intersection of the south right-of-way line of Mid Cities Boulevard (Watauga Road, a variable width right-of- way) and the existing west right-of-way Smithfield Road (variable width right-of-way), and being the northeast corner of said Lot 1; THENCE South 00 degrees 29 minutes 04 seconds East, along said existing west right-of-way line, a distance of 312.81 feet to a 1/2-inch set iron rod with yellow plastic cap stamped "HALFF ASSOC. INC." (hereinafter referred to as "with cap") at the intersection of said existing west right-of-way line and the new west right-of-way line of Smithfield Road, being the point of curvature of a circular curve to the right, not being tangent to the preceding course, having a radius of 634.00 feet, whose chord bears North 04 degrees 37 minutes 42 seconds West,a distance of 54.54 feet; TI-IENCE Northwesterly, departing said existing west right-of-way line, along said new west right-of-way line and along said circular curve to the right, through a central angle of 04 degrees 55 minutes 48 seconds, an arc length of 54.55 feet to a 1/2-inch set iron rod with cap for corner; THENCE North 02 degrees 09 minutes 48 seconds West, continuing along said new west right- of-way line, a distance of 49.12 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 1,039.50 feet, whose chord bears North 01 degrees 16 minutes 37 seconds West, a distance of 32.16 feet; THENCE Northwesterly, continuing along said new west right-of-way line and along said circular curve to the right, through a central angle of 01 degree 46 minutes 22 seconds, an arc length of 32.16 feet to a 1/2-inch set iron rod with cap for comer; THENCE North 00 degrees 23 minutes 26 seconds West, continuing along said new west right- of-way line, a distance of 147.17 feet to a 1/2-inch set iron rod with cap for corner; THENCE North 45 degrees 22 minutes 36 seconds West, continuing along said new west right- of-way line, a distance of 42.44 feet to a 1/2-inch set iron rod with cap for corner on said south right-of-way line; • THENCE North 89 degrees 38 minutes 15 seconds East, departing said new west right-of-way line and along said south right-of-way line, a distance of 35.53 feet to the POINT OF BEGINNING AND CONTAINING 1,996 square feet or 0.0458 acres of land,more or less. A plat accompanies this legal description. POINT OF -- BRANDI _ Z 9. m BEGINNING MID CITIES BOULEVARD a—J' "'FF W '—^ CARDINAL\C. (VARIABLE WIDTH R.O.W.) I-- `'°0 ARTHUR BLVD. N89' 38' 15"E 0 _ 35.53' 1/2'FIR Wl c>�``� , PEARL BEASLEY RPLS 5/8'FIR W/ x.10 1 NEWMAN O 1/2'FIR — — '1050 CAP (CM) .-.pCA CAP — Itr'•*\'‘c,5 F J 1/2' SIR 5J6'FIR W/ �owEN rip.� SQP`�o� I TX 5819 CAP X00 �, z YwO 5/8'FIR W/�� I ICM) T \P IOCE- T% Fi 4 5819 CAP I SITE I ce -, J O U N45' 22' 36"W I °-a m'J, 3 _ 42,44' 1,996 SF PO4S .4 1/2' SIR I 0.0458 ACRE - N liii RIGHT-OF-WAY -I ( I I _-_2-1 , ti PARCEL TAKING 17' SPECIAL WARRANTY DEED % WITH VENDORS LIEN TO i LOCATION MAP CENTERPOINT COMMUNITY 2 BAPTIST CHURCH I N.T.S. VOL.15466,PG.307 F O.R.T.C.T. ZD P.O.B.�I LOT 1,BLOCK 1, N °D -- CENTER POINT ADDITION rr N o I I -`� — y CAB.A,SLIDE 8327 N r"' O O i I (DOC.NO.D203164728) P.R.T.C.T. O I I �' 1,996 SF 0 = i i - 0.0458 ACRE z I p H I RIGHT-OF-WAY " J a /�� PARCEL TAKING R=1039.50'2 1/2" SIR a Lu , \ h T=16.08' 7 = i Lt LOT 1, BLOCK 1 1 L=32.16' N E- E2 I __.— - CB=NO1' 16' 37"W o --------- CD=32.16' 1/2• SIR IA I PARENT TRACT I i N.T.S. NO2' 09' 48"W I 49.12' N A=04' 55' 48" 1/2" SIR R=634.00' ' T=27.29' I I OVIKTRIP CORPORATION L=54.55' I I DOC.NO.0212025704 CB=NO4' 37' 42"W ; O,P,R.r.c.T. CD=54.54' I I I 1/2' SIR I I II R.O.W.DEDICATION — 1~ I 1 $ DOC.NO.0203164728 I D.R.T.C.T. 0 30 60 120 OUCH SURVEY I I , „_ JOHN H.EARL --_ ---- SCALE, 1 -60' W ABSTRACT NO.130 —- — 1 I CUT (CMI NEWMAN DRIVE ACCOMPANIES OETHIS iPE%BIT 2 0.0458 ACRE LEGEND RIGHT-OF-WAY PARCEL TAKING PROPOSED R.O.W. SITUATED IN THE TAKING JOHN H. BARLOUGH, SURVEY FIR• NOTED OTHERWISEUNLESs ABSTRACT NO, 130 1/2. / SET IRON ROD W/YELLOW IN THE el PLASTIC CAP STAMPED 'IIALFF • ■ SIR ASSOC.INC.' CITY OF NORTH RICHLANDS HILLS, CALCULATED POINT FOR 1 TARRANT COUNTY TEXAS O A CORNER 8 Basis of bearing Is NAD83 based on NETRS shot on 10/25/2013 North Richland (CM) CONTROL MONUMENT ° Hills monuments 5,13,1.4,17 and 22.Northing was adjusted 0.46'north, —-- PROPOSED CENTER LINE ▪ easting was adjusted 1.55'east to bring Into RTK tolerance,vertical was left SUBJECT PROPERTY alone.Levels were run between traverse and work points points 1.01,102,103, —— 'v 104,301,302,303,304,and 305 holding the RTK elevation for 101 on __.— ADJACENT R.O.W./ PROPERTY M 10/26/2013.Scale factor 1.00012. LINE • M N HALFF 2•R DGN: EXHOOOW l 29783.dgn AVO: 29783 I.De„ae.A,[ooun,Register:Pro 1esslenol Led �� surveyor,do hereby for ttfy Mot this parcel roe • • prepared my from survey mode to the ground under my euear vision ono direction.• 4000 FOSSIL CREEK EILvO FORT WORTH,TEAS 78137 10111847.1422 DATE: 04/02/2014 PAGE NO.: TBPLS FIRM NO.10029805 C30 HEALTH SAVINGS ACCOUNTS CORPORATION 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 tract of land described in Warranty Deed with Vendor's Lien to C30 Health Savings Accounts Corporation, as recorded in Document No. D211287215 in the Official Public Records of Tarrant County, Texas, being a part of Lot 1, Block 1, Meacham Addition (Blocks 1, 2 and 3), an addition near the City of Smithfield, Tarrant County, Texas, as recorded in Volume 1789, Page 376 in the Plat Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a 1/2-inch found iron rod for the northeast corner of said Lot 2 of said Block 1, being at the intersection of the existing west right-of-way Smithfield Road (variable width right-of-way) and the south right-of-way of Arthur Drive(60 foot wide right-of-way); THENCE South 00 degrees 23 minutes 02 seconds East, along said existing west right-of-way line, a distance of 100.00 feet to the POINT OF BEGINNING, being the common southeast corner of said Lot 2 and the northeast corner of said Lot 1; THENCE South 00 degrees 23 minutes 02 seconds East, continuing along said existing west right-of-way line, a distance of 100.40 feet to a point for corner on the north right-of-way line of Mid Cities Boulevard (Watauga Road,a variable width right-of-way); THENCE South 89 degrees 39 minutes 02 seconds West, departing said existing west right-of- way line and along said north right-of-way line, a distance of 58.63 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 west right-of-way line of Smithfield Road; THENCE North 44 degrees 36 minutes 46 seconds East, departing said north right-of-way line and along said new west right-of-way line, a distance of.50.01 feet to a 1/2-inch set iron rod with cap for corner; THENCE North 00 degrees 23 minutes 26 seconds West, continuing along said new west right- of-way line, a distance of 65.00 feet to a 1/2-inch set iron rod with cap for corner on the common line between said Lot 1 and said Lot 2; THENCE North 89 degrees 36 minutes 58 seconds East, departing said new west right-of-way line and along said common line, a distance of 23.28 feet to the POINT OF BEGINNING AND CONTAINING 2,962 square feet or 0.0680 acres of land,more or less. A plat accompanies this legal description. ( ( } I BRANDI ° - R.O.W.DEDICATION -, - CAB.B.SLIDE 571 I I J: NIFF ° ° \ _._ 100C.NO,01920307941 h 0 § � �Q\F N 0 CARDINAL' I / ARTHUR ° BLVD. \ `... LOT IR,BLOCK 2, I 1 5 , MEACHAM AOOITION 1 I R.N CAB.B.SLIDE 571 1 1 I ,,L\��E.S- a PEARL (DOC.NO,01920307941 I I $ NEWMAN ° P.R,T,C.T, I 0 _ y WARRANTY DEED I 1 1 > SITE _ ` S f C&J ENTERPRISES I I W ? OWEN 4111,1,0-9,_,, e\ VOL.104034,PG.311 E1., W p01 , S Opp 'O.R.T,C.T. =� m p0 gROCf gR I/2.'FIR / 4 I'HP-- (f) > I< a lilt, t r ARTHUR DRIVE '" �� (60' R.O.W.) POINT OF 1 o } COMMENCING - , ti LOCATION MAP , 1/2'FIR ------ ---- --- — -_1(CM) N.T.S. Z 1/"L'FIR WARRANTY DEED I I I ERNEST LEE RUNYON I I I I c I AND WIFE JEANNE MARIE RUNYON I I VOL.12369,PG.675 ti I O.R.T.C.T, LU I N 1 p.' -.-� I.I R.O.W.DEDICATION I 1 DOC.NO.0206373636 BLOCK 2/ j I X00 I O.R,]',C.T. INa I I I JOHN H.BARLOUGH SURVEY i o0 I I I LOT f5R,BLOCK H I ABSTRACT NO.130 I I SMITHFIELD 6373 ON DOC.N0,0206373636 N89' 36' 58"E ; I° O.R,r.c.r. N 23.28' WARRANTY DEED I POINT OF WITH VENDORS LIEN 1 I BEGINNING LIMITED SPARTNERSHIP MEACHAM ADDITION,. 5/D'FIR (BLOCKS 1,2 AND 3) 1/2'SIR I DOC.NO.0205126/74 --—--—- VOL.1789,PG.376-- '- --- ---� QQ" I I O,R.T.C.T. (DOC.NO.0146016239) I I I D.R.T.C.T. 2,962 SF 1 o ,,� 0.0680 ACRE LOT � N RIGHT-OF-WAY N WARRANTY DEED BLOCK N� O0 PARCEL TAKING IWITH VENDORS LIEN O ITT)HEALTH SAVINGS ACCOUNTS Z N O I cr I CORPORATION I/2" O I I DOC.NO.D211287215 SIR O l\ I O.P.R.T.C.T. N44' 36' 46'E I 1 50.01' B I 1 .` o --p5/8'FIR - 1/2" SIR L �- ----- _ _ � W/ o -----°"' 1/2'FIR W/ BEASLEY RPLS S89' 39' 02'W RPLS 4151 tS -GENERAL WARRANTY DEED BEARS 58.63'58.63' 0 25 50 100 S KUNKEL HOLDINGS.LLC 50611'41'E 0.12' ����� p DOC.No.D21133012 �•� O.P.R.T.C.T. MID CITIES BOULEVARD SCALE: 1"=50' I. it (VARIABLE WIDTH R.O.W.) A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT b 2 0.0680 ACRE LEGEND RIGHT-OF-WAY PARCEL TAKING PROPOSED R.O.W, 3 SITUATED IN THE TAKING JOHN H. BARLOUGH, SURVEY FIR 6 FOUND IRON ROD UNLESS NOTED OTHERWISE ABSTRACT NO. 130 /2' /2 SET IRON ROD W/YELLOW Ti IN THE SIR • PLASCCMCAP STAMPED 'HALFF LL CITY OF NORTH RICHLANDS HILLS, CALCULATED POINT FOR i TARRANT COUNTY TEXAS 0 A CORNER n Basis of bearing Is NAD83 based on NETRS shot on 10/25/2013 North Richland (CAD CONTROL MONUMENT E HIlls monuments 5,13,14,17 and 22.Northing was adjusted 0.46'north, —— PROPOSED CENTER LINE easting was adjusted 1.55'east to bring Into RTK tolerance,vertical was left SUBJECT PROPERTY d alone.Levels were run between traverse and work points points 101,102,103, -- 104,301,302,303,304,and 305 holding the RTK elevation for 101 on __ ADJACENT R.O.W./ PROPERTY 0 10/26/2013.Scale factor 1.00012. LINE N ■• HALFFsN ��� DGN: EXN005 ROW-Z9783.dgn AVO: 29783 2.°.; ee s.cenm ta:,'r..ed PrereeelnngLOna v prepare..loner eesurcerti10 Iron the noun vas LI • under ey supervision survey 51005 directlon.c'Oraund V 4000 FOSSIL CREEK MVO.FORT WORTH,TEXAS 76137(617)847-142'2 DATE: 04/02/2014 PAGE NO.: 70PLS FIRM NO.10029605 %tg C &J ENTERPRISES 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 tract of land described in Warranty Deed to C &J Enterprises, as recorded in Volume 104034, Page 311 in the Official Records of Tarrant County, Texas, being a part of Lot 1R, Block 2, Meacham Addition, an addition to the City of North Richland Hills, Tarrant County, Texas, as recorded in Cabinet B, Page 571 (Document No. D192030794) in the Plat Records of Tarrant County, Texas (P.R.T.C.T.), and being more particularly described as follows: COMMENCING at a 1-inch found iron pipe at the southeast corner of the platted right-of-way dedication of said Lot 1R; TIIENCE South 89 degrees 34 minutes 48 seconds West, along the south line of said right-of- way dedication, a distance of 7.50 feet to the POINT OF BEGINNING, being the southeast corner of said Lot 1R and being the intersection of the existing west right-of-way line of Smithfield Road (variable width right-of-way) and the north right-of-way line of Arthur Drive (60 foot wide right-of-way); TIIENCE South 89 degrees 34 minutes 48 seconds West, along said north right-of-way line, a distance of 15.35 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 west right-of-way line of Smithfield Road (variable width right-of-way); THENCE North 44 degrees 35 minutes 41 seconds East, departing said north right-of-way line and along said new west right-of-way line, a distance of 14.15 feet to a 1/2-inch set iron rod with cap for corner; THENCE North 00 degrees 23 minutes 26 seconds West,continuing along said new west right- of-way line, a distance of 4.58 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 634,00 feet, whose chord bears North 02 degrees 21 minutes 12 seconds East, a distance of 60.70 feet; THENCE Northeasterly, continuing along said new west right-of-way line and along said circular curve to the right, through a central angle of 05 degrees 29 minutes 16 seconds, an arc length of 60.72 feet to the point of reverse curvature of a circular curve to the left, having a radius of 566.00 feet, whose chord bears North 03 degrees 07 minutes 58 seconds East, a distance of 38.80 feet; TIIENCE Northeasterly, continuing along said new west right-of-way line and along said circular curve to the left,through a central angle of 03 degrees 55 minutes 43 seconds for an arc length of 38.81 feet to a 1/2-inch set iron rod with cap for corner at the intersection of said new west right-of-way and said existing west right-of-way line; THENCE South 00 degrees 25 minutes 12 seconds East, departing said new west right-of-way line and along said existing west right-of-way line, a distance of 113.94 feet to the POINT OF BEGINNING AND CONTAINING 430 square feet or 0.0099 acres of land, more or less. • A plat accompanies this legal description. • • • 1 MEACHAM ADDITION I BRAND/ > (BLOCKS I,2 AND 31 LOT I -- , VOL.1789,PG.376 BLOCK 3 I , o fii _ T.C.T. FIP I �� G Y CARDINAL\ �I — P -------------------'- —1 �M2TFI R A, ° BLVU. / L\� 5 . PEARL`A GUY STREET y (60' R.O.W.) 'SIT E OWEN Sp(;\OG'Fir ie Q P k_ 1/2'_1 OO w > ¢ u CURVE DATA TABLE - - I� I �,- 5III R.O.W..EOICA710N Z c, p�=05' 29' 16" (DOC.NO,'0192030794) _, �_ a , . , 22--) I OR=634.00' I I w T=30.39' LOT 1R,BLOCK 2, I I I LI. J ��__ P" L=60.72' MEACHAM ADDITION CB=NO2' 21' 12"E CAB.B,PG.571 I I I- `-° LOCATION MAP I , (DOC.NO.D192030794) LL I CD=60.70 P.R.T.C.T. 1 i Q N.T.S. z C.• -�-1 i R.O.W.DEDICATION =03' 55' 43" WARRANTY DEED I 1/2'FIR w/ I I DOC.NO.0205289157 C J ENTERPRISES BRITAIN/ I O.R.T.C.T. g 1 R=566.00' VDL.104034,PG.311 1/2' I CRAWFORO T=19.41' O.R.T.C.T. SIRThi I BEARS LOT (FR,BLOCK H N I 0 L=38.81' N66'49'24'W� SMITHFIELD ADDITION 1 CB-NO3' 07' 58"E 0.20'—. DOC.NO.D205289157 I © , -5/8'FIR O.R.T.C.T. CD=38.80' , ------ --- 430 SF ; 0 1 0.0099 ACRE I �I DOCR.O.W.O.DEDICATION ,73636 RIGHT-OF-WAY SIR 1 II o.R.T.c.r. I PARCEL TAKING ^Q' I I LOT 15R,BLOCK H 1 L!)� I SMITHFIELD 6373 36 _ DOC.NO.. 636 N00' 23' 26"W n • 1 I I O.R.T.C.T. 1 4.5 8' JJ 0- WARRANTY DEED 1 )71/2' I i I WITH VENDORS LIEN JOHN H.BARLOUGH SURVEY 1/2" DAVIS COMMONS ABSTRPCT NO. 130 SIR LIMITED PARTNERSHIP 1 N44' 35' 41"E )>#'POINT OF DOC. R0 X5126174 1/2'FIR 14.15' COMMENCING N Fip 1/2' SIR (cM) S89' 34' 48"W S89' 34' 48"W 7.50' ARTHUR DRIVE 15.35' I I (60' R.O.W.) , i POINT OF ....1 1- I R.O.W.DEDICATION ___ BEGINNING 1/2'/2'FIR I I I DOC.NO.0206373636 O.R.T.C.T. 1 I WARRANTY DEED MEACHAM ADDITION I I 8 0 ERNEST LEE RUNYON (BLOCKS 1,2 AND 3) I 25 50 100 AND WIFE JEANNE MARIE RUNYON VOL.1789,PG.376 I I 1 VOL.12369,PG.675 TA• I O.R.T.C.T. D.R.T.C.T. ) I I I 1- SCALE: 1 = 50 BLOCK21 I I I ACCOMPANIES OETH SI EXHIBIT A LEGAL h 0.0099 ACRE LEGEND RIGHT-OF-WAY PARCEL TAKING PROPOSED R.O.W. SITUATED IN THE TAKING JOHN H. BARLOUGH, SURVEY FIR• FOUND IRON RWDEUNLESS ABSTRACT NO. 130 V2.SET IRON ROD W/YELLOW P IN THE 1/2" ∎ PLASTIC CAP STAMPED 'FIALFF SIR ASSOC.INC.' LL CITY OF NORTH RICHLANDS HILLS, CALCULATED POINT FOR TARRANT COUNTY TEXAS 0 A CORNER 2 Basis of bearing is NA083 based on NETRS shot on 10/25/2013 North Richland (CM) CONTROL MONUMENT E Hills monuments 5,13,14,17 and 22.Northing was adjusted 0.46'north, —— PROPOSED CENTER LINE " easting was adjusted 1.55'east to bring into RTK tolerance,vertical was left SUBJECT PROPERTY f alone.Levels were run between traverse and work points points 101,102,103, -- 0 104,301,302,303,304,and 305 holding the RTK elevation for 101 on __— ADJACENT R.O.W./ PROPERTY 10/26/2013.Scale factor 1.00012. LINE •iiii•• HALFF.H DGN: EXH008-ROW-29783.dgn AVO: 29783 yooa oo A.coe,o sy 9ede+eroa Prat.u,onaLaw v yof.do hereby cerllfy that this aora.lvoe • -.. --- oreporea iron,0 vey de on the ground 91ree11an. 4 4000 FOSSIL CREEK RI.M.FORT WORTH.TEXAS 76137(617)647.1422 DATE: 04/02/2014 PAGE NO.: under my super vision and IRKS FIRM NO.10029605 ti DAVIS COMMONS LIMITED PARTNERSHIP 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 4.998 acre tract of land described in Warranty Deed with Vendor's Lien to Davis Commons Limited Partnership, as recorded in Document No. D205126174 in the Official Records of Tarrant County, Texas, and being a part of Lot 15R, Block H Smithfield Addition,an addition to the City of North Richland Hills, as recorded in Cabinet A, Page 11559 (Document No. D206373636) in the Plat Records of Tarrant County,Texas (P.R.T.C.T.), and being more particularly described as follows: BEGINNING at a 5/8-inch found iron rod at the common northwest corner of said Lot 15R,the southwest corner of Lot 11R, Block H Smithfield Addition, an addition to the City of North Richland Hills, Tarrant County, Texas, as recorded in Cabinet A, Page 10561 (Document No. D205289157), P.R.T.C.T. and being on the existing east right-of-way line of Smithfield Road (variable width right-of-way); THENCE North 89 degrees 24 minutes 51 seconds East, along the common line between said Lot 15R and said Lot 11R, a distance of 0.96 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 Smithfield Road,being the point of curvature of a circular curve to the left, not being tangent to the preceding course, having a radius of 566.00 feet, whose chord bears South 04 degrees 51 minutes 48 seconds East, a distance of 20.05 feet; THENCE Southeasterly, departing said common line, along said new east right-of-way line and along said circular curve to the left through a central angle of 02 degrees 01 minute 48 seconds, an arc length of 20.05 feet to a I/2-inch set iron rod with cap for the point of reverse curvature of a circular curve to the right, having a radius of 634.00 feet, whose chord bears South 03 degrees 08 minutes 04 seconds East, a distance of 60.70 feet; THENCE Southeasterly, continuing along said new east right-of-way line and along said circular curve through a central angle of 05 degrees 29 minutes 16 seconds, an arc length of 60.72 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 00 degrees 23 minutes 26 seconds East, continuing along said new east right- of-way line, a distance of 240.78 feet to a 1/2-inch set iron rod with cap for corner; THENCE South 46 degrees 21 minutes 43 seconds East, continuing along said new east right- of-way line, a distance of 48.65 feet to a 1/2-inch set iron rod with cap on the north right-of- way line of Mid Cities Boulevard (Watauga Road, a variable width right-of-way), being on a circular curve to the Fight, not being tangent to the preceding course, having a radius of 970.66 feet,whose chord bears South 87 degrees 49 minutes 54 seconds West, a distance of 40.68 feet; THENCE Southwesterly, departing said new east right-of-way line, along said north right-of- way line and along said circular curve to the right through a central angle of 02 degrees 24 minutes 06 seconds, an arc length of 40.69 feet to a 1/2-inch found iron rod with cap stamped "RPLS 4151" for the intersection of said north right-of-way line and said existing east right-of- way line; THENCE North 00 degrees 20 minutes 58 seconds West, departing said north right-of-way line and along said existing east right-of-way line, a distance of 356.47 feet to the POINT OF BEGINNING AND CONTAINING 2,464 square feet or 0.0566 acres of land, more or less. A plat accompanies this legal description. • • • 1 1 F. I/2'FIR Y!/ I LOT II R,BLOCK H nI BRITTAIN/ SMITHFIELD ADDITION BRANDI POINT OF cppW°M° I DOC.� 020589157 ` J, NIF71 » \ BEGINNING " ' o� CARDINAL BEARS f-SEE DETAIL A NEG'49'24•Y! `'� vim+ I i ' U.20'- �` RTHUR BLVD... .. 5/6'FIR 1/2" SIR \1\ ,, PEARL - I 1/2" 1 <1\0� NE MAN ° �E'l SITE N\� \�S • �� OWEN "iv SP`i\c,5 LOT iSR,BLOCK H Ile e z e I. II I 0 SMITHFIELD ADDITION 10� a 4 DETAIL A CAB.A,PG.10561 F SCALE: 1" = 10' DOC.NO.D206373636 ° �,�LOT IR,BLOCK 2. O.R.T.C.T. m'I MEACHAM ADDITION I ( i1 �5`' 1/2` SIR WARRANTY DEED CAB.B,SLIDE 57! ^ W� , (DOC,NO.019203 0 7 941 I I WITH VENDORS LIEN - P�R,T_C.T_ _ ; DAVIS COMMONS Is I'FIP LIMITED PARTNERSHIP , DOC.NO.0205126174 R.O.W.OEDICATION O.R.T.C.T. ARTHUR DRIVE DOC.N0.0206373636 I LOCATION MAP D.R.T.c.r,----, LL (60' R,O.W.) I N.T.S. z P.O.B. --- �I/2'FIR - —'--/ rT LD 2,464 SF �__—I if) N- 0.0566 ACRE LOT 15R•v WARRANTY DEED I I r1 ° JOHN H.BARLOUGH SURVEY RIGHT-OF-WAY BLOCK H ERNEST LEE RUNYON v ABSTRACT NO.130 PARCEL TAKING __� AND WIFE JEANNE N ' MARIE RUNYON 1 �� in VOL.12369,PG.675 ' I _ /' O.R.T.C.T. 00 - w -�� LOT BLOCK 1 ' I .. N PARENT TRACT C\.' pr, 2,464 SF N.T.S. • N 0.0566 ACRE MEACHAM ADDITION RIGHT—OF—WAY DISTANCE/BEARING —(BLOCKS 1,2 AND 31-I — I 0 . ° TABLE VOL,1789.PG.376 t Q� I o PARCEL TAKING D.R,T,C.T, O Q I I 1 N89' 24' 51"E I , = I 0.96' WARRANTY DEED __I 0 WITH VENDORS LIEN 1 LU ( CURVE DATA TABLE N � C30 HEALTH I I SAVINGS ACCOUNTS Li- w ; 1/2" S46' 21' 43"E =02' 01' 48" ./ CORPORATION I = J SIR DOC.NO,0 2112 8 7215 ) m 48.65' R-566.00' � O.P,R.T.C.T. /i - - Q I 1 T=10.03' `�_ BLOCK! ,, Cn > I _L=20.05''f —_--_I ,_._.__------- CB=SO4' 51' 48"E • ./r FIR w/J 1/2' CD=20.05' 1/2•FIR W/ SIR F BEASLEY RPLS RPLS 4151 R 4050 ICMI A=05' 29' 16" Pc MID CITIES BOULEVARD A=02' 24' 06" R=634.00' g (VARIABLE WIDTH R.O.W.) R=970.66' O T=30.39' 0 30 60 120 . T=20.35' L=60.72' L=40.69' CB=S03" 08' 04"E SCALE:1"=60' w CB=S87' 49' 54"W CD=60.70' A LEGAL DESCRIPTION 3 CD=40.68' ACCOMPANIES THIS EXHIBIT A 0.0566 ACRE LEGEND RIGHT-OF-WAY PARCEL TAKING PROPOSED R.O.W. g SITUATED IN THE TAKING w JOHN H. BARLOUGH, SURVEY FIRS NOTED IRON OTUtERWISEUNLESS 7 ABSTRACT NO. 130 " 1/2'SET IRON ROD W/YELLOW 1/2 IN THE • PLASTIC CAP STAMPED 'HALFF SIR ASSOC.INC.' LL CITY OF NORTH RICHLANDS HILLS, CALCULATED POINT FOR TARRANT COUNTY TEXAS 0 A CORNER N Basis of bearing is NAD83 based on NETRS shot on 10/25/2013 North Richland (CM) CONTROL MONUMENT 2 Hills monuments 5,13,14,17 and 22.Northing was adjusted 0.46'north, —— PROPOSED CENTER LINE 2 easting was adjusted 1.55'east to bring into RTI<tolerance,vertical was left __— SUBJECT PROPERTY ? alone.levels were run between traverse and work points points 101,102,103, 4 104,301,302,303,304,and 305 holding the RTK elevation for 101.on ___ ADJACENT R.O.W./ PROPERTY gi 10/26/2013.Scale factor 1.00012. LINE II HALFFaw DGN: EXH007•ROW-ROW AVO: 29783 I,Douglas A,cmnoun,RLest bred Proaesionu4and :�: 5 rveyor,do nereoy rfl/y Inof 11113, ars&vas Pr adored from su'voy de o me araun0 N 4000 FOSSIL CREEK OLVO.FORT WORTH,TEXAS 7613716171047-1422 DATE: 04/02/2014 PAGE NO.: under my supervision d dlrec'ion, TOPLS FIRM NO 10029605