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Home My WebLink AboutResolution - 2010-R0349 - Easement Of Land For Lake Alan Henry Pipeline Project - Willoughby, LTD. - 08_12_2010Resolution No. 2010—RO349 August 12, 2010 Item No. 5.6 RESOLUTION WHEREAS, the City of Lubbock, Texas, a Home Rule Municipality located in ;Lubbock County, Texas, has determined and does hereby determine that the public needs, (safety and welfare demand and create a public necessity for the acquisition of additional real property interests for municipal public use and purposes, to -wit: for the Lake Alan Henry Pipeline Project, and the City Council of said City finds it in the public interest and for public purposes and municipal purposes to proceed with the acquisition of said interests as needed for such purposes as aforesaid; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: SECTION 1. THAT the easement interests in connection with the tract of land further described in Exhibit "A" and attached hereto, be acquired for public purposes and municipal purposes as set forth in the preamble hereof. SECTION 2. THAT the owner of said tract, being the Willoughby, LTD, a Texas limited partnership, BE offered through the Right -of -Way Department of the ,City of Lubbock the amount of $38,060.45 for the purchase of said easement interests and unless accepted forthwith, the City Attorney of said City of Lubbock is hereby authorized and instructed to institute condemnation (eminent domain) proceedings to acquire the real property interests. ;Passed by the City Council this August 12 , 2010. TOM MARTIN, MAYOR ;ATTEST: R.ebec a Garza, City Secretary �e- �? Dave Booher, Right -of -Way Agent ,APPROVED AS TO FORM: Willoughby, LTD 7.29.10 OCT.0512009 13:57 8064950551 GARZA ABSTRACT #5695 P.004/020 EXHIBIT '!1 Resolution No. 2010—RO349 12011 Page 1 of 4 21 *2L 12041 h 0. I,ONC. MON N 3 � o, ,°�' i?v Sohlrle N.WI11ougllOy,Truafiee nbjgA* Vernal Tres 9D Val. 228. Pp. 72S `^N o In 660T I ON 1200 In 1 . 4 G. N. K. ?,.GO, SURVEY 120 12141 0 F D. CONC: MON. ` 1209 1W rD rM In W I WO-W E7onch N G O V1 At" 1209 9'061, W . W Parmarod # 21 I ._ Easenlerr! _ 911y Criswell & We G N O Vol.111 f'g..3 7 S o Vol.154 Pg.W.q 3 2 N V01.146 Pg.1 560TION 1213 ". F. 'r. t. K. K. G0. 5UPIV6 x • 1079508.94 FD. CONC. M(1N ). 1" 50. 1 USE 0 z T- qRr So** H.W11ftgr4y,TrU5W e; n Wllk4my Marne/Trust Va. 22s. .725 Hods - A'Iarwg 5f711 !V O r/1 q , N 6 A„- pall► N S 1' _. - \N 1215 A legoldescriplion of even survey date Herewith ar.compnnlec this survey plot. Sur v d on the, group -M y, 2.009:.. ;• r• �.., c. ,�,� • 7 Registered F-IrLOissionrilLand Surveyor pate= "i AIINorthings and Eoslings shown areIt and may he converted to Texas Stote`;PIQ e,c�ao1 North Central Zane. NA083 by dividing b�;tr, sihi ,'• adjustment factor of 1.0002.596 All distances shown are surface distaneey. Bearing; shown ore grid heorings based on the Texas: State Plane Coordinote Systern, North Central Zone, NAD83 Datum. 763 survey and ollinforn,plion hereon in for 1110 exclusive use of CITY OF LUBBOCK and shollnot be copied or used except for the purpose for which it is expressly furnished, this drawinq and ollcopies (partiolor complete) sholitie relurned 10 ihr. owner upon demand. S Set I/z" iron rod with cap 579 nv tf 1AA 1A' 17 1 TA. 14• ��,/'•�Dt 1�19.4 SCALE: 1' - 2000 REVISION: PLAT DATEr 4-16-09 CLIENT: PARKHILL. SMII H & COOPER - CITY OF LLJHBOCK DRAWN 'BY' 13. BURROW I SURVEY DATE: 3-5,2009 SURVEYED BY: J.M. MARTIN I CHECKED BY: G, WIL ON FILE! PAR21.dan I FILE NO. 35760 1 SHEET 1 OF 4 IECN un V WS Sm'cdl w.. 3s�o Boa $1, s ff M - LuRo N.1L ftso leoe> >erl wo - fox loos, 792.640 . oCT.05'2009 13:57 8064950551 GARZA ABSTRACT #5695 P.005/020 EXHIBIT 'A" Page 2 of 4 PARCEL NO. 21 SALENE H. WILLOUGHBY, TRUSTEE WILLOUGHBY MARITAL TRUST Field Notes describing the centerline of a Sixty -Foot (60') wide permanent pipeline easement being located in Section 1200, I. & G.N. R.R. Co. Survey and Section 1213, T.T.R.R. Co. Survey, Garza County, Texas and said pipeline centerline being described as follows: Beginning at a 1h" iron rod with cap, set on the East line of Section 1213, for the beginning of this description, from whence a 8"x8" concrete monument found for the Gast Quarter corner of Section 1213, beers South 000113811 West, a distance of 363.19 feet, said polnt of beginning having a project coordinate of Y = 7151794.91 and X = 1079508.94; Thence North 55015'59" West, along the centerline of said Sixty -Foot (601 wide permanent pipeline easement, a distance of 1328.83 feet to the beginning of a curve to the left; Thence along the arc of a curve to the left and being the centerline of said Sixty -Foot (60') wide permanent pipeline easement, an arc distance of 158.63 feet to a point for the end of this curve, said curve having a radius of 575.00 feet and a delta angle of 15048'23"; Then: c ":o,r<h 71004'22" War, along the centerline or Said Sixty -Foot (60') wide permanent pipeline easement, a distance of 276.78 feet to the beginning of a curve to the left; Thence along the arc of a curve to the left and being the centerline of said Slxty-Foot (60') wide permanent pipeline easement, an arc distance of 40.23 feet to a point for the end of this curve, said curve having a radius of 575,00 feet and a delta angle of 400030"; Thence North 751,04'52" West, along the centerline of -said Sixty -Foot (60') wide permanent pipeline easement, a distance of 160.03 feet to a point; Thence North 31°26'11" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 105.69 feet to the beginning of a curve to the left; Thence along the arc of a curve to the left and being the centerline of said Sixty -Foot (60') wide permanent pipeline easement, an arc distance of 95.27 feet to a point for the end of this curve, said curve having a radius of 575.00 feet and a delta angle of 9029'34"; Thence North 40055'46" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 300.10 feet to the beginning of a curve to the left; Thence along the arc of a curve to the left and being the centerline of said Sixty -Foot (60') wide permanent pipeline easement, an arc distance of 144.16 feet to a point for the end of this curve, said curve having a radius of 575.00 feet and a delta angle of 14021'52"; HIGH-TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 - Lubbock, Texas 79413 (806) 788-0020 - Pax (806) 792-1646 OCT.05'2009 13:58 8064950551 GARZA ABSTRACT #5695 P.006/020 EXHIBIT "A" Paige 3 of 4 Thence North 55017'38" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 1246.80 feet to the beginning of a curve to the left; Thence along the arc of a curve to the left and being the centerline of said Sixty -Foot (60') wide permanent pipeline easement, an arc distance of 348.30 feet to a point for the and of this curve, said curve having a radius of 575.00 feet and a delta angle of 341,42'22"; Thence South 90000'00" West, along the centerline of said Sixty -Foot (601 wide permanent pipeline easement, a distance of 736.51 feet to the beginning of a curve to the right; Thence along the arc of a curve to the right and being the centerline of.said Sixty -Foot (60') wide permanent pipeline easement, an arc distance of 419,68 feet to a point for the end of this curve, said curve having a radius of 250.00 feet and a delta angle of 96011'020; Thence North 6011'02" East, along the centerline of said Sixty -Foot (601 wide permanent pipeline easement, a. distance of 60S.85 feet to the beginning of a curve to the left; Thence along the.arc of a curve to the left and being the centerline of said Sixty -Foot (60') wide permanent pipeline easement, an arc distance of 283.27 feet to a point for the end of this curve, said curve having a radius of 575.00 feet and a delta angle of 2801337"; Thence North 2200215" West, along the centerline of said Sixty -Foot (601 wide permanent pipeline easement, a distance of 35.53 feet to a point; Thence North 57024'47" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 49.24 feet to the beginning of a curve to the right; Thence along the arc of a curve to the right and being the centerline of said Sixty -Foot (60') wide permanent pipeline easement, an arc distance of 326.43 feet to a point for the end of this curve, said curve having a radius of 575.00 feet and a delta angle of 32031'36"; Thence North 24°53'10" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 21.09 feet to a point; Thence North 37058'56" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 65.35 Beet to the beginning of a curve to the left; Thence along the arc of a curve to the left and being the centerline of said Sixty -Foot (60') wide permanent pipeline easement, an arc distance of 197.72 feet to a point for the end of this curve, said curve having a radius of 575.00 feet and a delta angle of 19042'07"; Thence North 57041'03" West, along the centerline of said Sixty -Foot (601 wide permanent pipeline easement, a distance of 129.59 feet to the beginning of a curve to the left; HIGH-TECH LAND AND GPS SURVEYORS, INC. 3330 70th St_, Suite 202 - Lubbock, Texas 79413 (806) 788-0020 - Fax (806) 792-1646 . OCT.0572009 13:58 8064950551 GARZA ABSTRACT #5695 P.007/020 EXHIBIT"A" Page 4 of 4 Thence along the arc of a curve to the left and being the centerline of said Sixty -Foot (601 wide Permanent pipeline easement, an arc distance of 313.19 feet to a point for the end of this curve and the end of this description, said curve having a radius of 575.00 feet and a delta angle of 31oiz'26", whence a 4"x4" concrete monument found for the Southwest comer of Section 1200, bears South 0000'39" West, a distance of 1733.97 feet. Containing 447.77 rods. (10.18 acres) The above described sixty foot (601 wide permanent pipeline easement is also subject to a sixty foot (60') wide temporary construction easement being parallel and adjacent to said permanent pipeline easement, located and shown on the accompanying survey plat and said temporary construction easement contains 10.17 acres of land. The said temporary construction easement shall expire as noted In the easement agreement. Notes: 1. A survey plat of even survey date herewith accompanies this legal description. 2. Surveyed on the ground March -May, 2009, 3. Bearings shown are grid bearings based on the Texas State Plane Coordinate System, Texas North Central zone, Nad83 Datum. 4, All distance shown are surface distances. S. Surface adjustment factor for entire project is 1.0002396 . ,f-w� r• 4� LL,' ryh 'tip . Registered PeFessionai Land Surveyor ;A. Date: ,L-,.zO_O9 :�.,�+ .• 7"•�.0en-r,!I.gGw�n�pS.y1�w is !•Y•. 7 r .1 J�•.y,,� T HIrH--TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 • Lubbock, Texas 79413 (806) 788-0020 • Fax (806) 792-1646