Loading...
HomeMy WebLinkAboutResolution - 2010-R0081 - Offer To Garza County For Purchase Of 8 Easements LAH Pipeline Project - 02/12/2010Resolution No. 2010-R0081 February 12, 2010 Item No. 2.1 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 certain interests in real property as needed for such purposes as aforesaid; WHEREAS, the value of the real property interests to be acquired is presently in dispute between the City of Lubbock and Garza County, Texas; NOW THEREFORE: BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: SECTION 1. THAT water pipeline easements on, under, and across certain tracts of land further described in Exhibits "A," "B," "C," "D," "E," "F," "G," and "H" attached hereto, be acquired for public purposes and municipal purposes as set forth in the preamble hereof. SECTION 2. THAT the City of Lubbock, through its Right -of -Way Department shall offer to Garza County, Texas. or subsequently discovered landowners, as fair and reasonable compensation, an amount equal to the greater of. 1) $500.00 per easement acquired; or 2) the fair market value of each easement to be acquired, as determined by an appraiser licensed in and by the State of Texas. SECTION 3. THAT unless said offer shall be accepted forthwith, the City Attorney of said City of Lubbock is hereby authorized and instructed to institute condemnation (eminent domain) proceedings to acquire the easement interests as set forth above. IPassed by the City Council on February 12, ,2010. 'OM MARTIN, MAYOR APPROVED AS TO CONTENT: Marsha Reed, P.E. Chief Operations Officer Dave Booher, Right -of -Way Agent APPROVED AS TO FORM: ssistant City Attorney ms/offer&condemnation-Garza Counry.res 2.12.10 Resolution No. 2010—R0081 COUNTY ROAD No. 310 GARZA COUNTY, TEXAS 5EGTION 103 OL,OGK 5 H. 46,. N. K. K. 5UPVEY &AKZA GOUNTY) TEXA5 S 88° 45'59" —E"-2 473.80' SINE/ FD. 1-1/4" PIPE 30, / A \ O N.E. COR. SEC. 103 ENS/ .00S Pik • cFy any w Fs�� . T 0 00 A 0 o O ion,`/yam TLG Z � FS�Tt�y�, a50150f� N 0 / PB T R10 x=112579 105 p,PP Q�Q iN 8111y Don Huddleston Vol. 238 Pg. 546 W ® E A legal description of even survey date accompanies this survey plat. herewith �G�0?At �. %���•°a�'9F•°9S �— �� u� .aa°000uucu°ccuuou°u•oa. Ido Registered fessional Land Surveyor 1 �►.��;� i.4>ELSON `• 9,'�a�ESs�O�••�O Date: All Northings and Eastings shown are project coordinates and may be converted to Texas State Plane Coordinates, North Central Zone, NAD83 by dividing by a surface SCALE: 1' - 30' 1 REVISION IPLAT DATE: 1-28-10 adjustment factor of 1.0002396 CLIENTS CITY OF LUBBOCK All distances shown are surface distances. DRAWN BY: B. BURROW SURVEY DATE: Bearings shown are grid bearings based on the Texas SURVEYED BY: J.M. MARTIN I CHECKED BY: G. WILSON State Plane Coordinate System, North Central Zone, FILE: CR310.d n FILE NO. 37013 1 SHEET 1 OF 1 NAD83 Datum. This survey and allinformation hereon is for the exclusive use of.iE ``��,• CITY OF LUBBOCK ,G and shall not be copied or used except for the pur EXHIBIT 3330 70th ST., SUTE 202 • LL68D (, Tx. 79413 it is expressly furnished. this drawing and all copies (806) 788.0020 • FAX 4806) 792-1646 complete) shall be returned to the owner upon dem Of 7r COUNTY ROAD 310 GARZA COUNTY, TEXAS EXHIBIT 'A" Page 1 of 1 Field Notes describing the centerline of a Sixty -Foot (60') wide permanent pipeline easement being located in the South portion of Section 103, Block 5, H. & G.N. R.R. Survey, Garza County, Texas and said pipeline centerline being described as follows: Beginning at a point of intersection of the centerline of said Sixty -Foot (60') wide permanent pipeline easement and the apparent Southeasterly right of way line of county road 310, for the beginning of this description, from whence a 1-1/4" iron pipe found for the Northeast corner of said Section 103 bears North 1008'45" East, a distance of 4056.97 feet and South 88045'59" East, a distance of 2473.80 feet, said point of beginning having a project coordinate of Y = 7092319.05 and X = 1172579.10; Thence North 59008'34" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 75.02 feet to a point on the apparent Northwesterly right of way line of county road 310, for the end of this description; Containing 4.55 rods. (4501 square feet) Notes: 1. Bearings shown are grid bearings based on the Central Zone, Nad83 Datum. 2. All distance shown are surface distances. 3. Surface adjustment factor for entire project is 1 Texas State Plane Coordinate System, Texas North 0002396 �S`aqE°°OF qtr �P� Registered fessional Land Surveyor,.`' e.�u aoo4�ono otScpuSuu ON Date: Qo .. .� 42391 �; 2 9, N. ess%o�!°°.ao UF3tlT #37,013 i4J HIGH- TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 ° Lubbock, Texas 79413 (806) 788-0020 ° Fax (806) 792-1646 Resolution No. 2010-ROO81 COUNTY ROAD No. 298 GARZA COUNTY, TEXAS 01 Y=7108043.02 A, p" \ / X=1146283.03 Q / s��•y�y X00 ♦ ,o S \ SOFT 6000- ♦yF / lOC / AF\ v / 41 �gQ ro \ ai 01 McCrory Lid. Vol. 211 Pg. 196 3 / N O M O 0 N A legal description of even survey dote herewi accompanies this survey plat. ,j AJAA��Qs�— Registeredr fessional Land Surveyor Date Z -4-1o. S 88° 52'45" E SEGTION 126 bl,OGK 5 N. G. N. K. K.SUKVEY &AKZA GOUNTY,TEXA6 N 2691.29' FD. 1-1/4" PIPE S.E. COR. SEC. 126 &V�0� ��0 ; `�9•• 9 ....O UUGUUOOCCI:I.CU...... GAME h'). VVILSON • occrrrccoccu...... Q 423S' J-9 S All Northings and Eastings shown are protect coordinates and may be converted to Texas State Plone Coordinates, North Central Zone, NAD83 by dividing by a surface SCALE: I- - 30' 1 REVISION IPLAT DATE= 2-01-10 adjustment factor of 1.0002396 CLIENTS CITY OF LUBBOCK All distances shown are surface distances. DRAWN BY* B. BURROW SURVEY DATE: Bearings shown are grid bearings based on the Texas SURVEYED BY: J.M. MARTIN CHECKED BY: G. WILSON State Plane Coordinate System, North Central Zone, FILE: CR298.d n FILE NO. 37013 1 SHEET 1 OF 1 NAD83 Datum. This survey and allinformation hereon is for the exclusive use of CITY OF LUBBOCK and shall not be copied or used except for the pu EXHIBIT it is expressly furnished. this drawing and all copie complete) sholl be returned to the owner upon de +f sr WA -W IN % GPS WVEYOR 'K. ` 3330 70th ST., SUITE 202 • LUBBOCK, TX. 79413 r (806) 788-0020 • FAX (806) 792.1646 tv COUNTY ROAD 298 GARZA COUNTY, TEXAS EXHIBIT "A" Page 1 of 1 Field Notes describing the centerline of a Sixty -Foot (60') wide permanent pipeline easement being located in Section 126, Block 5, H. & G.N. R.R. Survey and said pipeline centerline being described as follows: Beginning at a point of intersection of the centerline of said Sixty -Foot (60') wide permanent pipeline easement and the apparent East right of way line of county road 298, for the beginning of this description, from whence a 1-1/4" iron pipe found for the Southeast corner of said Section 126 bears South 1003'02" West, a distance of 599.89 feet and South 88052'45" East, a distance of 2691.29 feet, said point of beginning having a project coordinate of Y = 7108043.02 and X = 1146283.03; Thence North 59000'22" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 60.00 feet to a point on the apparent West right of way line of county road 298,for the end of this description. Containing 3.64 rods. (3604 square feet) Notes: 1. Bearings shown are grid bearings based on the Texas State Plane Coordinate System, Texas North Central Zone, Nad83 Datum. 2. All distance shown are surface distances. 3. Surface adjustment factor for entire project is 1.0002396 Registere rofessional Land Survel Date: 2` _ #37,013 IR, HIGH-TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 • Lubbock, Texas 79413 (806) 788-0020 • Fax (806) 792-1646 Resolution No. 2010-ROO81 COUNTY ROAD No. 226 GARZA COUNTY, TEXAS \ \ SEGTION 1241 \\ N. E. 1:1�: W. T. SUKVEY a &AKZA GOUVY, TEXAS EAIra Sanchez Vol.117. Pg. l00 co Qcv • \ \ —-----=�`------- \\ RIGHT OF WAY LINE \ 5.57 RODS •' Vol. 41, Pg. 224 \ \ La S 8�37'35'E 223279' Section Line 2�/ — Vol. 41, Pg. 223 \ \ 55/0 SOFT. N RIGHT OF WAY LINE \--------------- \ FD. 4"x4" CONC. MON.— 'Oio\ Y-7140240.14 N.E. COR. SEC. 1, BLK.5 \X=1096517.98 SEGT I ON I 01.0GK 5 K.AYGOGK SUKVEY &AKZA GOUVY, TEXAS Lee Ann Hodges Vol. 295. Pg. 428 A legal description of even survey date her accompanies this survey plat Registeredfessional Land Surveyor Dote --0-6 -10 . N W ® E S All Northings and Eastings shown are project coordinates and may be converted to Texas State Plane Coordinates, North Central Zone, NAD83 by dividing by a surface SCALE: 1' = 30' 1 REVISION IPLAT DATE= 1-28-10 adjustment factor of 1.0002396 CLIENTS CITY OF LUBBOCK All distances shown are surface distances. DRAWN BY, B. BURROW SURVEY DATE: Bearings shown are grid bearings based on the Texas SURVEYED BY: J.M. MARTIN I CHECKED BY; G. WILSON State Plane Coordinate System, North Central Zone, FILE: CR226.d n FILE NO. 37013 1 SHEET 1 OF 1 NAD83 Datum. This survey and all information hereon is for the exclusive use of W -Itc" `n % 9 c�1pA�n A. CITY OF LUBBOCK n11n ` Vr� %RAMA. and shall not be copied or used except for the purp 3330 70th ST., SUTE 202 • LUBBOCK. TX. 79413 it is expressly furnished. this drawing and all copies EXHIBITmm%p (806) 788-0020 • FAX (806) 792-1646 complete) shall be returned to the owner upon de tr COUNTY ROAD 226 GARZA COUNTY, TEXAS EXHIBIT "A" Page 1 of 1 Field Notes describing the centerline of a Sixty -Foot (60') wide permanent pipeline easement being located in Section 1, Block 5, K. Aycock Survey and Section 1241, H.E. & W.T. Survey,Garza County, Texas and said pipeline centerline being described as follows: Beginning at a point of intersection of the centerline of said Sixty -Foot (60') wide permanent pipeline easement and the South right of way line of county road 226 as recorded in Volume 41, Page 223, Deed Records of Garza County, Texas, for the beginning of this description, from whence a 4"x4" concrete monument found for the Northeast corner of said Section 1, bears North 1022'25" East, a distance of 20.00 feet and South 88037'35" East, a distance of 2232.79 feet, said point of beginning having a project coordinate of Y = 7140240.14 and X = 1096517.98; Thence North 6248'21" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 91.84 feet to a point on the North right of way line of county road 226 as recorded in Volume 41, Page 224, Deed Records of Garza County, Texas for the end of this description. Containing 5.57 rods. (5510 square feet) Notes: 1. Bearings shown are grid bearings based on the Texas State Plane Coordinate System, Texas North Central Zone, Nad83 Datum. 2. All distance shown are surface distances. 3. Surface adjustment factor for entire project is 1.0002396 #37,013 tr HIGH-TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 • Lubbock, Texas 79413 (806) 788-0020 • Fax (806) 792-1646 Resolution No. 2010-ROO81 COUNTY ROAD No. 210 GARZA COUNTY, TEXAS Billy Criswell & Wlfe Vol. 154. Pg. 909 1/01.1415.P9.1 Q — \ SEGTION 1211 �\ &A -f-4 P. K. K. SUKVEY \'OGo &AKZA GOUNTY, TEXAS \yF APPARENT RIGHT OF WAY UNE e, ♦ • `F'yT 6.04 RODS a \ o •F - \ S 89'59 25' E 1010.45' to Section Line - ♦� W N.E. COR. SEC. 1217 \\ \ 99�♦��;F v o \\ Vol. 18, Pg, 310 \ \ 5984 SOFT.*''Oi •♦ b \ RIGHT OF WAY LINE,o\ \ \'� 3.90 X= 0183776.82 yF\ N. E. 1/4 �F\ SEGTION 1217 T. T. K. K. SUKVEY~ ChOrles Y. Morrow \ &AKZA GOUNTY, TEXAS Vol. 176, Pg. 662 N A legal description of even survey date herewithP•FFrE`�, W ® E accompanies this survey plat. y s•��9F•,9N ..P Qq� onooepv+�. Registere rofessicnal Land Surveyor '9iy��ggrO�oaO f Date: Z- — SU_ ' All Northings and Eastings shown are protect coordinates and may be converted to Texas State Plane Coordinates, North Central Zone, NAD83 by dividing by a surface SCALE: 1' = 30' 1 REVISION IPLAT DATE 1 -28 - adjustment factor of 1.0002396 CLIENT: CITY OF LUBBOCK All distances shown are surface distances. DRAWN BY: B. BURROW SURVEY DATE: Bearings shown ore grid bearings based on the Texas SURVEYED BY: J.M. MARTIN CHECKED BY: G. WILSON State Plone Coordinate System, North Central Zone, FILE: CR210.d n FILE NO. 37013 1 SHEET 1 OF NAD83 Datum. This survey and allinformotion hereon is for the exclusive use of WA -IM ft s M J1A�, OKV.. CITY OF LUBBOCK WA -IMA and shall not be copied or used except for the pu EXHIBIT 3330 701h ST., SUITE 202 • LUINMK. Tx. 70413 it is expressly furnished. this Browing and oil copie (806) 788-0020 • FAx (8061792-1646 comoletel shall be returned to the owner upon de �r �, COUNTY ROAD 210 GARZA COUNTY, TEXAS EXHIBIT `A" Page 1 of 1 Field Notes describing the centerline of a Sixty -Foot (60') permanent pipeline easement being located in the Northeast Quarter of Section 1217, T.T.R.R. Survey and Section 1211, G.W.T. & P.R.R.Co. Survey, Garza County, Texas and said pipeline centerline being described as follows: Beginning at a point of intersection of the centerline of said Sixty -Foot (60') permanent pipeline easement and the South right of way line of county road 210 as recorded in Volume 18, Page 310, Deed Records of Garza County, Texas, for the beginning of this description, from whence the Northeast corner of Section 1217, bears North 0000'47" East, a distance of 30.00 feet and South 89059'25" East, a distance of 1010.45 feet, said point of beginning having a project coordinate of Y - 7148683.90 and X = 1083776.82; Thence North 53000'10" West, along the centerline of said Sixty -Foot (60') permanent pipeline easement, a distance of 99.73 feet to a point on the apparent North right of way line of county road 210, for the end of this description. Containing 6.04 rods. (5984 square feet) Notes: 1. Bearings shown are grid bearings based on the Texas State Plane Coordinate System, Texas North Central Zone, Nad83 Datum. 2. All distance shown are surface distances. 3. Surface adjustment factor for entire project is 1.0002396 OF �Qee�S S Reg isterEor6fessionaI Land Surveyor •...a0u0Uuuuuu�00....a.• Date: 2— — d p ON .. ..000000000000.WI ....... 4239 #37,013 tW, HIGH-TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 • Lubbock, Texas 79413 (806) 788-0020 • Fax (806) 792-1646 Resolution No. COUNTY ROAD No. 125 GARZA COUNTY,TEXAS T`* --FD- 8'x8" CONC. MON. I W.1/4 COR. SEC. 3 j I I 1 \�\ ko 31 \ _Ic I Wlc\ 395 RODS SEGT I ON 1248 P. 15. HALL 5UKVEY CI�.cF•1• �I Y=7171979.231 \\ &AKZA GOUNTY) TEXAS U-1 ,��/N� ' x=1051018.16 1 3911 SOFT. Lance Dunn Vol. 235 Pg. 351 1 \ N 88'00'05' W - ". /AFS I 30.0' 2��Q SEGT I ON 3 Ln J. Donald Basinger Q11.j 0 L O G K 0- 16 Vol. 251 Pg. 677 1 'l/T \ y I 0. 5. E. SUKVEY &AKZA COUNTY) f6XAS 62 \ 30' 30' 1 i W N A legal description of even survey date herewith OF_ accompanies this survey plot. B•i�rF-i' CVW D. MLSON •■■..■noortcnoea■eo.•■■• Regis tere rofessional Land Surveyor �,9.°.� Q ry,•'Q. Date 2 —4- — �b F,'y / S All Northings and Eastings shown ore protect coordinates and may be converted to Texas State Plane Coordinates, North Central Zone, NAD83 by dividing by a surface SCALE 1' = 30' REVISION IPLAT DATE: 1-28-10 adjustment factor of 1.0002396 CLIENTS CITY OF LUBBOCK All distances shown are surface distances. DRAWN BY: B. BURROW J SURVEY DATE: Bearings shown are grid bearings based on the Texas SURVEYED BY: J.M. MARTIN CHECKED BY: G. WILSON State Plane Coordinate System, North Central Zone, FILE CR125.d n FILE NO. 37013 1 SHEET 1 OF 1 NAD83 Datum. This survey and all information hereon is for the exclusive use of CITY OF LUBBOCK and shall not be copied or used except for the pur EXHIBIT it is expressly furnished. this drawing and all copies complete) shall be returned to the owner upon de ►< r+ WA-11CN 1111% % GPS SURVEIOR 'K. 3330 70th ST., SUITE 202 • LUBBOCK. TX. 79413 (806)788-0020 • FAX (806)792-1646 EXHIBIT "A" Page IofI COUNTY ROAD 125 GARZA COUNTY, TEXAS Field Notes describing the centerline of a Sixty -Foot (60') wide permanent pipeline easement being located in Section 3, Block D-18, D. & S.E. Survey and the Southeast 1/4 of Section 1248, P.B.Hall Survey, Garza County, Texas, said pipeline centerline being described as follows: Beginning at a point of intersection of the centerline of said Sixty -Foot (60') wide permanent pipeline easement and the apparent East right of way line of county road 125, for the beginning of this description, from whence a 8"x8" concrete monument found for the West Quarter corner of said Section 3, bears North 88000'05" West, a distance of 30.00 feet and North 1049'03" East, a distance of 1936.73 feet, said point of beginning having a project coordinate of Y = 7171979.23 and X = 1051018.16; Thence North 65010'36" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 65.18 feet to a point on the apparent West right of way line of county road 125, for the end of this description. Containing 3.95 rods. (3911 square feet) Notes: 1. Bearings shown are grid bearings based on the Texas State Plane Coordinate System, Texas North Central Zone, Nad83 Datum. 2. All distance shown are surface distances. 3. Surface adjustment factor for entire projec 's 1.0002396 . OF F��sh�: Q�0 ,S F p VV Reg istere rofessionaI Land Survey •.���ooaaou.aaO� GAW, D. @NiLSON nannnnaoeaa..••••• Date: 2' ..... U #37,013 t� HIGH-TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 • Lubbock, Texas 79413 (806) 788-0020 • Fax (806) 792-1646 Resolution No. 2010-ROO81 COUNTY ROAD No. 115 GARZA COUNTY, TEXAS IJ Zi IN 3 30' I 30' � to ti `ZN Iw s � N. E. I /4 SEGT I ON 1217---1 0. 5. E F. SUKVEY &AKZA GOUNTY, TEXA56Q�1 N6SF`�/NFA RODS Y=7174409.31 2 I ti' 6S •�/.o�c I X•1045764.58 391-6I ✓,� • ��/'l'F a I soxT 30.0' 5 E G r I ON 124 8 P. 0. NAS, SUKVEY JohnW1111om Eostnoer U -I Al I I GAKZA GOUNTY, TEXAS S� Jock (Mike) Grlgg W I Vo1.217. Pg.181 A legal description of even survey date herewith accompanies this survey plat. Registered YrofessionalLand Surveyor Date: Z -5--Z 4?. 1 I FD. 8"x8" CONC. MON. S.W. COR. N.W.I/4 SEC. 1248 AIINorthings and Eostings shown ore project coordinates and may be converted to Texas State Plane Coordinates, North Central Zone, NAD83 by dividing by a surface SCALE:1' - 30' adjustment factor of 1.0002396 CLIENTS CITY All distances shown are surface distances. DRAWN BY: B. Bearings shown are grid bearings based on the Texas SURVEYED BY State Plane Coordinate System, North Central Zone, FILE: CR115.d NAD83 Datum. This survey and all information hereon is for the exclusive use of CITY OF LUBBOCK and shall not be copied or used except for the pur it is expressly furnished. this drawing and all copies eic complete) shall be returned to the owner upon de /, s'r F OF LUBBOCK PLAT DATE: 1-28-10 URROW I SURVEY DATE: J.M. MARTIN I CHECKED BY: G. WILSON FILE NO. 37013 1 SHEET 1 OF 1 M-1ECN L" % GPS SUR00RSX. I 3330 70th ST., SUITE 202 • LUBBOCK, TX. 79413 (806)788-0020 • FAx (806)794.1646 V)i A legal description of even survey date herewith accompanies this survey plat. Registered YrofessionalLand Surveyor Date: Z -5--Z 4?. 1 I FD. 8"x8" CONC. MON. S.W. COR. N.W.I/4 SEC. 1248 AIINorthings and Eostings shown ore project coordinates and may be converted to Texas State Plane Coordinates, North Central Zone, NAD83 by dividing by a surface SCALE:1' - 30' adjustment factor of 1.0002396 CLIENTS CITY All distances shown are surface distances. DRAWN BY: B. Bearings shown are grid bearings based on the Texas SURVEYED BY State Plane Coordinate System, North Central Zone, FILE: CR115.d NAD83 Datum. This survey and all information hereon is for the exclusive use of CITY OF LUBBOCK and shall not be copied or used except for the pur it is expressly furnished. this drawing and all copies eic complete) shall be returned to the owner upon de /, s'r F OF LUBBOCK PLAT DATE: 1-28-10 URROW I SURVEY DATE: J.M. MARTIN I CHECKED BY: G. WILSON FILE NO. 37013 1 SHEET 1 OF 1 M-1ECN L" % GPS SUR00RSX. I 3330 70th ST., SUITE 202 • LUBBOCK, TX. 79413 (806)788-0020 • FAx (806)794.1646 tV, COUNTY ROAD 115 GARZA COUNTY, TEXAS EXHIBIT "A" Page 1of1 Field Notes describing the centerline of a Sixty -Foot (60') wide permanent pipeline easement being located in Section 1248, P.B. Hall Survey and the Northeast Quarter of Section 1247, B.S. & F. Survey, Garza County, Texas and said pipeline centerline being described as follows: Beginning at a point of intersection of the centerline of said Sixty -Foot (60') wide permanent pipeline easement and the apparent East right of way line of county road 115, for the beginning of this description, from whence a 8"x8" concrete monument found for the Southwest corner of the Northwest Quarter of said Section 1248, bears South 1055'51" West, a distance of 307.16 and North 87059'15" West, a distance of 30.00 feet, said point of beginning having a project coordinate of Y = 7174409.31 and X = 1045764.58; Thence North 65010'36" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 65.13 feet to a point on the apparent West right of way line of county road 115, for the end of this description. Containing 3.95 rods. (3926 square feet) Notes: 1. Bearings shown are grid bearings based on the Texas State Plane Coordinate System, Texas North Central Zone, Nad83 Datum. 2. All distance shown are surface distances. 3. Surface adjustment factor for entire project is 1.0002396 #37,013 tI HIGH-TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 • Lubbock, Texas 79413 (806) 788-0020 • Fax (806) 792-1646 Resolution No. COUNTY ROAD No. 160 GARZA COUNTY, TEXAS 6. W. I /4 SEGTION 1260 6. A.JOHN60N SUKVEY GAKZA GOUNTY)TEXA6 \ Glen A Brosch Vol. 133, Pg. 211 — — — — — — ♦ — — — — — \ -- \ PARENT RIGHT OF WAY LINE \ • ♦ \ASA a F \ • ♦ . 7.04 RODS r \ N 88'00'49-W 879.69' ,p/� Section Line--- D\ - FD. 4"x4" CONC. MON. SEC. 12OF N.W.1/4 \ i�6✓;.�F�iy W \ F`r�s Vii\ 6970 SOFT. ♦ • o 19 b APPARENT RIGHT OF WAY UNE '17 -— — — — — —— — — Y=7176866.67 E.C. Smallwood \ X =10 41413.0 7 Vol. 327. Pg. 352 N. W. I /4 SEGTION 1247 6.5.E F.6UKVEY &AKZA GOUNfY) TEXAS A legal description of even survey date herewith accompanies this survey plat. OF i s" F9F�9 ........................ C3ARY D. WILSON Registere rofessional Land Surveyor "�;;o"O•g••��' 423 Date Z �� �� �,1�,+7� M19yQ�t3S;�4 All Northings and Eastings shown are project coordinates``"`` and may be converted to Texas State Plane Coordinates, North Central Zone, NAD83 by dividing by a surface SCALE:1' - 30' REVISION adjustment factor of 1.0002396 CLIENTS CITY OF LUBBOC All distances shown are surface distances. DRAWN BY: B. BURROW Bearings shown are grid bearings based on the Texas SURVEYED BY: J.M. MART State Plane Coordinate System, North Central Zone, FILE CR160.d n NAD83 Datum. N W ® E S PLAT DATE: 2-02-1 SURVEY DATE: J I CHECKED BY: G. WILSON FILE NO. 37013 1 SHEET 1 OF This survey and allinformotion hereon is for the exclusive use of MOM IN % W c���[Yf�pC' . CITY OF LUBBOCK TTKT G Vr, JU��G V�� n1. and shall not be copied or used except for the pu EXHIBIT 3330 70th ST., SUITE 202 • LUBBOCK, TX. 79413 it is expressly furnished. this drawing and all copie (808) 788-0020 • rAx IBM 792.1646 complete) shall be returned to the owner upon de �` 'W, COUNTY ROAD 160 GARZA COUNTY, TEXAS EXHIBIT "A" Page 1 of 1 Field Notes describing the centerline of a Sixty -Foot (60') wide permanent pipeline easement being located in the Northwest Quarter of Section 1247, B.S. & F. Survey and the Southwest Quarter of Section 1260, S.A. Johnson Survey, Garza County, Texas and said pipeline centerline being described as follows: Beginning at a point of intersection of the centerline of said Sixty -Foot (60') wide permanent pipeline easement and the apparent South right of way line of county road 160, for the beginning of this description, from whence a 4"x4" concrete monument found for the Northwest corner of the Northwest Quarter of said Section 1247, bears North 88000'49" West, a distance of 879.69 and North 1°57'53" East, a distance of 30.00 feet, said point of beginning having a project coordinate of Y = 7176866.67 and X = 1041413.07; Thence North 56055'03" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 116.17 feet to a point on the apparent North right of way line of county road 160, for the end of this description. Containing 7.04 rods. (6970 square feet) Notes: 1. Bearings shown are grid bearings based on the Texas State Plane Coordinate System, Texas North Central Zone, Nad83 Datum. 2. All distance shown are surface distances. 3. Surface adjustment factor for entire project is 1.0002396 Reg'istereoAroreissional Land Surveyor 1 Date: 2 — 4- _/D. S .ueoc0000aa plea•...... .. G— ARY D ,IMLSON... �� 4M •¢, #37,013 tW, HIGH-TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 • Lubbock, Texas 79413 (806) 788-0020 • Fax (806) 792-1646 Resolution No. 2010-ROO81 COUNTY ROAD No. 105 GARZA COUNTY, TEXAS "a v 30' 1�30' L in \ \I\ J I^_ A !�S�T ILI- 4.09 RODS ~ •a \ Glen A. Brosch �•�•CF M IW \ Vol. 133. Pg. 211 0 S. W. I /4 66GTION 1260 6 • A . JONN60N 6UKVEY ! I &AKZA GOUNTY)TEXAS I � 1 1 0 FD. 4"x4" CONC. MON. -.�p{�COR. SSEC. 1260 � N A legal description of even survey date this ZVI 60: �CE;•'R40 C*3 Fp•;� ...?.•.•.....••....:.8. yy ® E aARY Q wlLsoN ........................ s'4 4= ri �5*10 4111SO.FT. 1 46�•���.y�. I Y-7177405.62 SUR�� S 30.0' X=1040581.57 H.V. Wheeler Portlflon zl \ N BB'00 49' W \ I \ a Vol. 299. Pg. 327 \ ! P Zt- SEGT I ON 1 259 J. H. 6,1 b6ON 6UKVEY &AKZA GOUNTY) TEXA6W 3�v I Q SIJ I \ 0 S. W. I /4 66GTION 1260 6 • A . JONN60N 6UKVEY ! I &AKZA GOUNTY)TEXAS I � 1 1 0 FD. 4"x4" CONC. MON. -.�p{�COR. SSEC. 1260 � N A legal description of even survey date this herewith -�Se : ;.T R9�' 9 accompanies survey plot. �CE;•'R40 C*3 Fp•;� ...?.•.•.....••....:.8. yy ® E aARY Q wlLsoN ........................ s'4 4= ri �5*10 Registered ofessionol Land Surveyor�q••9;7�$a, • O. Date: Z _¢ — SUR�� S All Northings and Eastings shown are protect coordinates and may be converted to Texas State Plane Coordinates, North Central Zone, NAD83 by dividing by a surface SCALE: 1' - 30` 1 REVISION PLAT DATE: 2-02-10 adjustment factor of 1.0002396 CLIENTS CITY OF LUBBOCK All distances shown are surface distances. DRAWN BY: B. BURROW SURVEY DATE: Bearings shown ore grid bearings based on the Texas SURVEYED BY: J.M. MARTIN I CHECKED BY: G. WILSON State Plane Coordinate System, North Central Zone, FILE- CR105.d n FILE NO. 37013 1 SHEET 1 OF 1 NAD83 Datum. This survey and all informotion hereon is for the exclusive use of CITY OF LUBBOCK and shollnot be copied or used except for the pu EXHIBI it is expressly furnished. this drawing and all copie complete) shall be returned to the owner upon de WA -11c" L" % GPS SUR&IMS'K. 3330 70th ST., SUITE 202 - LUBBOCK, TX. 79413 (806) 788.0020 - FAX (806) 792.1646 COUNTY ROAD 105 GARZA COUNTY, TEXAS EXHIBIT "A" Page 1of1 Field Notes describing the centerline of a Sixty -Foot (60') wide permanent pipeline easement being located in the Southwest Quarter of Section 1260, S.A. Johnson Survey and Section 1259, J.H. Gibson Survey, Garza County, Texas and said pipeline centerline being described as follows: Beginning at a point of intersection of the centerline of said Sixty -Foot (60') wide permanent pipeline easement and the apparent East right of way line of county road 105, for the beginning of this description, from whence a 4"x4" concrete monument found for the Southwest corner of Section 1260, bears North 88000'49" West, a distance of 30.00 feet and South 159'18" West, a distance of 479.80 feet, said point of beginning having a project coordinate of Y = 7177405.62 and X = 1040581.56; Thence North 60049'11" West, along the centerline of said Sixty -Foot (60') wide permanent pipeline easement, a distance of 67.46 feet to a point on the apparent West right of way line of county road 105, for the end of this description. Containing 4.09 rods. (4111 square feet) Notes: 1. Bearings shown are grid bearings based on the Texas State Plane Coordinate System, Texas North Central Zone, Nad83 Datum. 2. All distance shown are surface distances. 3. Surface adjustment factor for entire project is 1.0002396 Registered tjofessional Land Surveyor Date: #37,013 IV HIGH-TECH LAND AND GPS SURVEYORS, INC. 3330 70th St., Suite 202 • Lubbock, Texas 79413 (806) 788-0020 • Fax (806) 792-1646