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HomeMy WebLinkAboutResolution - 2005-R0353 - Do Not Object To State Sale And Release Of Right Of Way - 08_08_2005Resolution No. 2005-R0352 August 8, 2005 Item 18 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: WHEREAS, a Right -of -Way Deed exists in Section 2, Block E, Lubbock County, Texas, being a part of that 0.253 acre tract of land conveyed by Coca-Cola Bottling Company of Lubbock, Inc. to the State of Texas in Right -of -Way Deeds recorded in Volume 985, Page 471, Records of Lubbock County, Texas and adjoining that tract of land conveyed to Red Raider Inn, Inc., of Lubbock, Texas in Warranty Deed recorded in Volume 4189, Page 323, Records of Lubbock County, Texas; WHEREAS, the land specified is no longer needed for the use of citizens as a road; WHEREAS, a release of the right-of-way would enable an abutting landowner, Shree Dbara, Inc., more efficient use of the land; WHEREAS, the Texas Department of Transportation has made this request of the City of Lubbock; WHEREAS, the property description for said right-of-way is attached in Exhibit "A" of this resolution; NOW THEREFORE, BE IT RESOLVED that the City of Lubbock does not interpose any objection for the State to sell and release the said right-of-way to the abutting landowner. Adopted this 8th day of A„MSt , 2005. ARC OUGAL, MAYOR ATTEST: MIUM W-� � IN a M ..�,Garza, City Secr-etary cca APPROVED AS TO CONTENT: 6-c //-) Ed Bucy, Right-of-Wa Agent APPROVED AS TO FORM: Linda Chamales, Senior Attorney/Office Practice gs:/ccdocs/Red Raider ]nn.res June 30, 2005 Resolution No. 2005-RO352 ZTS WILSON SURVEYING CO., INC. Registered Professional Land Surveyors Global Positioning System Surveyors TEXAS a NEW ME`XICO ARIZONA • NEVADA • UTAH County: Lubbock Highway: Interstate 27 EXMIT "A" Page 1 of 4 Property Description for Parcel C Being 0.263 acres of land out of Existing R.O.W. for Interstate 27 and originally taken from Tract 2A of Soash-White Industrial Addition to the City of Lubbock, being part of the SEA of Section 2, Block E, Lubbock County Texas: Beginning at 1/2" pipe in the North R.O.W Interstate 27 and on the Southeast line of Tract 2A, Soash White Industrial Addition to the City of Lubbock, being part of the SEA of Section 2, Block E, Lubbock County Texas and the most Easterly corner of this parcel whence a RR spike found for the most Easterly corner of original Tract 2A bears N 42°15'07" E; 266.47 ; (1) Thence S 42°I5'10" W, 21.97' to a 1/2" rod w/cap set for the most Southerly corner of this parcel; 0) Thence Northwesterly along the the arc of a curve to the right 202.60' to a R.R. spike set for the end of curve and for a comer of this parcel, said curve has a radius of 578.22' , and a chord bearing and distance of N 50°40146" W, 201.56' ; (3) Thence N 40°38'34" W, 56.89' to a R.R. spike set for the most Westerly comer of this parcel; (4) Thence N 42°16'08" E, 53.26' to a R.R. Spike found in the existing R.O.W. of Interstate 27 for the most Northerly comer of this parcel; (5) Thence S 40°3922" E, along the existing R.O.W. of Interstate 27, 192.12' to Concrete R.O.W. Monument found for the beginning of a curve to the left and for a comer of this parcel; (6) Thence Southeasterly along the existing R.O.W. of interstate 27 an arc distance of 67.27' to the point of beginning, said curve has a radius of 565.00' and a chord bearing and distance of S 44004'43" E, 67.23' . NOTES: 1. Bearings based on Texas Plane Coordinate System, North Cetral Zone, NAD 27. 2. Distances are surface values. 3. Date of Field Survey 11-03-04. 4. Parcel plat of same date accompanies this description. mydocumentslpatel-piem-c.doc i #35,050� (806) 792-4731 • Fax (806) 792-1646.3330 70th Street, Suite 201 • Lubbock, Texas 79413 Resolution No. 2005-RO352 WILSON SURVEYING CO., INC. Registered Professional Land Surveyors Global Posiiioning System Surveyors TEXAS* NEW MEXICO ZONA • NEVADA • UTAH EXHIBIT "A" page 2 of 4 CIA �' ��.•G,yR6yli Clary D. Wilso Date Co - 5Q -Q GARY o. WILSON Registered Professional Land Surveyor No. 4239 State of Texas?' (806) 792-4731 • Fax (806) 792-1646.3330 70th Street, Suite 201 • Lubbock. Texas 79413 Resolution No. 2 o ACT 1 S 47° (VOL. 865 j PG.187) TRACT 2C R.R. SPIKE 2A EXHIBIT "A" Page 3 of 4 SOASH-WHITE CP, CO INDUSTRIAL ADDITION N ULI (VOL.4189 PG.323) tiv Z (VOL.985 PG.471) N 42.16'08" E 63.26' FD. R.R. SPIKE FOR ORIGINAL MOST EASTERLY CORNER TRACT 2A Radius■b65.00' Delta=6e49'17" Lengthm67.27' Chord: S 44e04'43" E 67 23' 'D. R.R. SPIKE � 849!39-22- EXJSj flR W19•f2' MO CONCRETE � MONUMENT -W, Is� R.R. SPIKE 38.89' Interstate 27 FRONTAGE ROAD (VOL.6689 PG.130) P.O.B. 112" PIPE FOUND IN NORTH R.O.W 1.27 AND ON SOUTHEAST LINE OF TRACT 2A SOASH-WHITE INDUSTRIAL ADDITION, WHENCE THE ORIGINAL EASTERLY CORNER OF TRACT 2A BEARS N 42.15'07" E 2DD.47' ;;7= I�A�EL SET 112' ROD (VOL. 985 PG. 471) WrCAP S 42°1 SDF CURB Radius=878.22' Delta=20e04'31" REVISED PLAT. 3-14-05 SURVEYED ON GROUND Length m202.60NOVEMBER 3, 2004 Chord: N 50040'46" W SCALE: 1'■5W 201.58' NO DENIAL OF ACCESS HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON 'HE GROUND UNDER MY DIRECTION AND SUPERVISION 1ND THAT THIS PLAT 15 TRUE AND CORRECT HE )EST Y KNOWLEDGE AND BE SO s .ARY D. WILSON EGISTERED PROF IQHAL LANDSU EYOR�O�` ��:!•'•'•"'•"••••••. O. 4239, STATE OF TEXAS ` GARY D. OLSON .. .. .... ......... ° � o alas Pvr`�-� his survey and ap Information hereon Is for the exolasi fiPsstia? �pFv ---- Days Inn South, Henry Patel.•-••-••••-•••-•• -� '�''•.••' nd shall not be copied or used except for the purpose ibr to expressly furnished. This drawing and all copies (pordal or ' ornpleb) shall be returned to the owner upon demand. 3 ATTEMPT HAS BEEN MADE AS A PART OF THIS BOUNDRY SURVEY TO OBTAIN OR SHOW ETA CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY, OR LOCATION OF ANY rILITY OR MUNICIPALIPUBLIC SERVICE FACILITY. FOR INFORMATION REGARDING THESE 'ILITIES OR FACILITIES, PLEASE CONTACT THE APPROPRIATE AGENCIES OR OTHER SURVEYS JRVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH OF EASEMENTS OF :CORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR IY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. W 21.97' BEARINGS BASED ON NAD 27 U.S. SURVEY FEET, STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE DISTANCE ARE ACTUAL SURFACE DISTANCES A LEGAL DESCRITION OF EVEN SURVEY DATE HEREWITH ACCOMPANIES THIS PLAT PLAT OF SURVEY ON 0.283 ACRES PARCEL OF SURPLUS R.O.W. OUT OF THE EXISTING R.O.W. OF 1.27 BEING ORIGINALLY PART OF TRACT 2A SOASH-WHITE INDUSTRIAL ADDITION TO THE CITY OF LUBBOCK, AS SITUATED IN THE SE14 SECTION 2, BLOCK E LUBBOCK COUNTY, TEXAS WILSON SURVEYING Co., INC. Registered Professional Land Surveyors Global Positioning Syslem Surveyors 1 779 10" ST. SMITE 2e1 • LINIOCC, TX. 7%11 (eoe) 7ez-4771 rAa (eoe) nz-re4e F.8.445 P. 5813 JI35030 Resolution No. 2005-RO352 N � J� N ROSIN INVESTMENTS 0 Q McLARTY 4-� S�J Z CIRCLE VIEW y J (� ADDN. LYNNDALE RES �T ADDN QJ tip' VP COMMONWEALTH ADDITION CIRCLE VIEW ADDITION TH PARCEL C Q' VICINITY MAP EXHIBIT "A"" Page 4 of 4 sloto N TEXAS DEPARTMENT OF TRANSPORTATION Q) U) - L SCALE 4-' S` 66TH ST ,35,050 WILSON SURVEYING CO., INC. Registered Professional Land Surveyors Lubbock - Albuquerque � El Paso 3330 70th St., Suite 201 , Lubbock, Tx. 79413 T1�806.792.4731 - Fax 806.792.1646 Resolution No. 2005-RO353 August 8, 2005 Item 19 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: WHEREAS, a Right -of -Way Deed exists in Section 2, Block E, Lubbock County, Texas, being a part of that 0.038, 0.215 and 0.431 acre tracts of land conveyed by Coca- Cola Bottling Company of Lubbock, Inc. to the State of Texas in Right -of -Way Deeds recorded in Volume 985, Page 471, Records of Lubbock County, Texas and adjoining that tract of land conveyed to Prem Supply, Inc. of Lubbock, Texas in Warranty Deed recorded in Volume 6489, Page 282, Records of Lubbock County, Texas; WHEREAS, the land specified is no longer needed for the use of citizens as a road; WHEREAS, a release of the right-of-way would enable an abutting landowner, Prem Supply, Inc. more efficient use of the land; WHEREAS, the Texas Department of Transportation has made this request of the City of Lubbock; WHEREAS, the property description for said right-of-way is attached in Exhibit "A", "B" and "C" of this resolution; NOW THEREFORE, BE IT RESOLVED that the City of Lubbock does not interpose any objection for the State to sell and release the said right-of-way to the abutting landowner. Adopted this 8th day of August , 2005. ATTEST: Rebe ea Garza, City Secretary APPROVED AS TO CONTENT: Ed Bucy, Right -of -Way Agent APPROVED AS TO FORM: Linda Cha hales, Senior Attorney/Office Practice gs:/ccdocs/Coca-ColaBottlingCo.res March 11, 2005 Resolution No. 2005-RO353 WILSON SURVEYING CO., INC. Registered Professional Land Surveyors Global Positioning System Surveyors TEXAS • NEW MEXICO * ARIZONA • NEVADA • UTAH County: Lubbock: Highway: Interstate 27 EXHIBIT "A" Page 1 of 6 Property Description for Parcel B Part 1 Being 0.038 acres of land out of Existing RO. W. for Interstate 27 and originally taken from Tract 2A of Soash- White Industrial Addition to the City of Lubbock, being part of the SEA of Section 2, Block E, Lubbock County Texas: Beginning at a Concrete Monument found in the East Interstate 27 R.O. W and on the Northeast line of a parcel out of parcel 2A Soash-White Industrial. Addition to the City of Lubbock, being part of the SE/4 of Section 2, Block E, Lubbock County Texas and being the most Easterly corner of this parcel whence a RR Spike found for most Easterly corner of the original Tract 2A, bears S 47°38'36" E, 305.20' and S 47°40'22" E , 257.670 ; (1) Thence S 42322'02" W, along the East Interstate 27 R,O. W. 25.00' , to a P.K. nail set for the most Southerly corner of this parcel; (2) Thence N 47°39'25" W, 69.58' to a "X" set on concrete for the most westerly comer of this parcel; (3) Thence Northeasterly along the proposed Interstate 27 R_O.W. and along the arc of a curve to the left 25.51', to a 1/2" rod w/cap set for the most Northerly corner of this parcel, said curve has a radius of 1479.40' and a chord bearing and distance of N 53°45'34" E, 25.50' ; (4) Thence S 4713923" E, 64.54' to point of beginning. NOTES: 1. Bearings based on Texas Plane Coordinate System, North Cetral Zone, NAD 27. 2. Distances are surface values. 3. Date of Field Survey 11-03-04. 4. Parcel plat of same date accompanies this description. mydocumentslpatel-piem-b l . doc #35,050 (806) 792-4731 • Fax (806) 792-1646.3330 70th Street, Suite 201 - Lubbock, Texas 79413 Resolution No. 2005-RO353 WILSON SURVEYING CO., INC. Registered Professional Land Surveyors Global Positioning System Surveyors TEXAS • NEW MEXICO • ARIZONA a NEVADA • UTAH EDIT "A" Page 2 of 6 ® F T ........................o ' Gary D. Wilson Date 6 _ � _0 ; , ,.Gv�v lwrtsoN.. Registered Pro fe sional Land Surveyor of4239,�a � No. 4239 State of Texas (806) 792-4731 • Fax (806) 792-1646.3330 70th Street, Suite 201 • Lubbock, Texas 79413 Resolution No. 2005-RO353 WILSON SURVEYING CO., INC. Registered Professional Land Surveyors Global Positioning System Surveyors TEXAS - NEW-MEMCO • ARIZONA • NEVADA • UTAH County: Lubbock Highway: Interstate 27 EXHIBIT 1 1131 1 Page 3 of 6 Property Description for Parcel B Part 2 Being 0.215 Acres of, of land out of Existing R.O.W. for Interstate 27 and originally taken from Tract 2A of Soash White Industrial Addition to the City of Lubbock, being part of the SEA of Section 2, Block E, Lubbock County Texas: Beginning at RR Spike found in the North R.O.W Interstate 27 and on a Division line of Tract 2A Soash-White Industrial Addition to the City of Lubbock, being part of the SE/4 of Section 2, Block E, Lubbock County Texas and the most SouthEasterly corner of this parcel whence a R.R. spike found for the most Easterly corner of Tract 2A Soash-White bears N 42°16'07" E, 238.79' and S 47°40'22" E, 257.67; (1) Thence S 42016'08" W 53.26', to a R.R. spike set for the most Southerly corner of this parcel; (2) Thence N 40°3831" W, along the proposed Interstate 27 R.O.W. 180.33', to a P.K. nail set for the most Westerly comer of this parcel; (3) Thence N 49121'29" E 51.31', to a P.K. Nail Set in the existing Interstate 27 R.O.W. for the most Northerly corner of this parcel; (4) Thence Southeasterly along the existing North Interstate 27 R.O.W. and along the arc of a curve to the Right 58.17', to a P.K. Nail set for the end of this curve and for a corner of this parcel, said curve having a radius 865.00' and a chord bearing and distance of S 4211722" E, 58.16'; (5) Thence S 40134'35" E, along the existing Interstate 27 R.O.W. 115.62', to the point of beginning. NOTES: 1. Bearings based on Texas Plane Coordinate System, North Cetral Zone, NAD 27. 2. Distances are surface values. 3. Date of Field Survey 11-03-04. 4. Parcel plat of same date accompanies this description. mydocumentslpatel-piem-b2.doc #35,050 (806) 792-4731 - Fax (806) 792-1646.3330 70th Street, Suite 201 - Lubbock, Texas 79413 WILSON SURVEYING CO., INC. Registered Professional Land Surveyors Global Positioning System Surveyors TEXAS • NEW—MEXtCO a ARIZONA • NEVADA • UTAH E31MIT "n" Page 4 of 6 S-X-'-OF r Gary D. Wilso Date _3Cj _ J "r� A�v wi+_sON Registered Pro essional Land Stweyor ... "':'� 423, No. 4239 State of Texas 1,' (806) 792-4731 • Fax (806) 792-1646.3330 70th Street, Suite 201 • Lubbock, Texas 79413 EXHIBIT "A" Q OAR EL B-PART 1 Pape 5 of co W SET P.K. NAIL P.O.B. CONC MON. FOUND FOR MOST EASTERLY rr�� CORNER OF THIS PARCEL, WHENCE THE ORIGINAL MOST vl 3 47.39'23" E EASTERLY CORNER OF TRACT 2A BEARS, S 47'38'36" E 305.20' AND S 47.40'22" E, 257.67' 22 ,Q r5' 64.54' I. d D.038 ACRES � ° 422500- W {m 89.�i6' SET P.K. NAIL a SET ")C ON CONC. N 56*1601't E Radius►=1479.40' 8.27' Delta=0•58'16" Lenot&26.61' Chord: N 53"46'34" E 25.50' Radius=184.50' Delta=98"17'11" \ Length=316.50' Chord:S 8°30'04" W 279.09' TRACT I (VOL.865 PG.187) S 47"38'36" E 305.20' FD, RR SPIKE SOASH-WHITE INDUSTRIAL ADDITION (VOL.6489 PG.282) LU s� o NZVOL. 62PG. \40.00' 129)adius=86500' elta=3*51'12'"Radiusnoth=58.17' Delta=2hord:S 42.17'22" E Lengthb8.16' Cho►d: Radius=140.00' elta=41 °45'25" L gth=102.03' Cho ' N 26"21'22" W SET P.K. �99.79' NAIL HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON HE GROUND UNDER MY DIRECTION AND SUPERVISION ,ND THAT THIS PLAT IS TRUE AND CORRF�#+Q THE ZEST OF MY KNOWLEDGE AND BELIEF. / j ARY 0. WILSON ?jQ EGISTERED PR ESSIONAL L D 5 VEYO 0. 4239, STATE OF TEXAS (VOL. 985 PG.471) SET R.R. 40°38'31" TRA P.O.B. R.R. SPIKE FOUND FOR MOST SOUTHEASTERLY CORNER OF THIS PARCEL, WHENCE THE ORIGINAL MOST EASTERLY CORNER OF TRACT 2A BEARS N 42.16'07" E, 238.79' AND S 47'40'22" E, 257.67' �S_ET• ~ SET * NAILS 40- FK NAIL EXISTING R.o 4'35 PARCEL B-PART 2 (VOL. 985 PG. 471) N 40°38'3i" W 0.215 ACRES 1Rn H9. Interstate 27 FRONTAGE RDAD 0 F p ..'� ... °= .. • GARY D. VUILSON �! lv•.•.p.: ,. 4239 1 g�'�,cpSSiO;:•yC'! his survey and all information hereon is for the exclusive ••• Prom Supply Inc., Henry Patel ..... --...... nd shall not be copied or used except for the purpose for which is expressly furnished. This drawing and all copies (partial or complete) shall be returned to the owner upon demand. 3 ATTEMPT HAS BEEN MADE AS A PART OF THIS BOUNDRY SURVEY TO OBTAIN OR SHOW 4TA CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY, OR LOCATION OF ANY TILITY OR MUNICIPALIPUBLIC SERVICE FACILITY. FOR INFORMATION REGARDING THESE fILITIES OR FACILITIES, PLEASE CONTACT THE APPROPRIATE AGENCIES OR OTHER SURVEYS REVISED PLAT•. 8-14-06 SURVEYED ON THE GROUND REVISED: FEBRUARY 19, 2006 SCALE: 1 "=BO' NO DENIAL OF ACCESS 2A e -I' R.R. SPIKE BEARINGS BASED ON NAD 27 U.S. SURVEY FEET, STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE DISTANCES ARE ACTUAL SURFACE DISTANCES A LEGAL DESCRITION OF EVEN SURVEY DATE HEREWITH ACCOMPANIES THIS PLAT PLAT OF SURVEY ON A 0.038 ACRE PARCEL AND A 0.216 ACRE PARCEL OF SURPLUS R.O.W. OF EXISTING 1-27 R,OW, BEING ORIGINALLY PART OF TRACT 2A SOASH-WHITE INDUSTRIAL ADDITION TO THE CITY OF LUBBOCK, AS SITUATED IN THE SE/4 SECTION 2, BLOCK E LUBBOCK COUNTY TEXAS �fILSOiv SURVEYING Co., IIYC. Registered Professional Land Surveyors Global Pasilianin System Surveyors Tou sr � c or ' Lli IOL [. 11f. Tl41] (eoe} �s�-<nr r�z (ace} T92-ifi16 1RVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH OF EASEMENTS OF :CORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR IY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. F.B.445 P.5&6 «aRn�n N LL J4, Q P Cll ROSHNI - INVESTMENTS Q VICINITY MAP EXHIBIT "A'' McLARTY �� j Page 6 of 6 CIRCLE VIEW - /Y ADDN. J LYNNDALE CRIES ADDN V H J PARCEL B PART 2 +yh i,b �gsgc q � COMMONWEALTH PARCEL B ADDITION PART 2 � � OQ' CIRCLE VfEW ����~ ADDITION �S/C7� 8� y S 1 ` v TEXAS DEPARTMENT OF TRANSPORTATION Jp� n w -4--J -7) 0Lli N +J > Cn SCALE: ?" - 300' 66TH ST I 66TH ST • 35,050 WILSON SURVEYING CO.. INC. Registered Professional Land Surveyors Lubbock * Albuquerque El Paso 3330 70th St., Su+te 201 - Lubbock, Tx. 79413 806.792.4731 - Fax 806.792.1646 WILSON SURVEYING CO., INC. Registered Professional Land Surveyors Global Positioning System Surveyors TEXAS 0 ARIZONA • NEVADA • UTAH County: Lubbock Highway: Interstate 27 EXIMIT "C" Page 1 of 4 Property Description for Parcel A Being 0.431 acres of land out of Existing R.O.W. for Interstate 27 and originally taken from Tract 2A of Soash- White Industrial Addition to the City of Lubbock, being part of the SE14 of Section 2, Block E, Lubbock County Texas: Beginning at P.K. nail set for the most Easterly Northeast corner of this parcel whence the original most Northerly corner ofTract 2A Soash-White Industrial Addition a found Concrete Monument, being part of the SE/4 of Section 2, Block E, Lubbock County Texas bears N 42°22'02" E, 25.00; (1) Thence S 42°22'03' W, 156.45' to a P.K. nail set for a corner of this parcel; (2) Thence Southeasterly along the existing Interstate 27 R.O.W., along the arc of a curve to the left 102.03' to a P.K, nail set for the point of reverse curvature, said curve has a radius of 140.00' and a chord bearing and distance of S 26-21'22" E, 99.79'; (3) Thence Southeasterly along the existing Interstate 27 R.O. W., along the arc of a curve to the right 40.00' to a P.K. nail set for the Southeast corner of this parcel, said curve has a radius of 865.00' and a chord bearing and distance of S 45 °32'27" E, 40.00'; (4) Thence S 49021'29" W, 51.31' to a P.K. nail set for the most Southerly Southeast corner of this parcel; (5) Thence N 40°3831" W, along the proposed Interstate 27 R.O.W. 43.07', to a R.R. spike set for the beginning of a curve to the right and for a corner of this parcel; (6) Thence Northeasterly along the proposed Interstate 27 R.O.W. and along the arc of a curve to the right 316.50' to an "X" in concrete set for the end of curve and for a corner of this parcel, said curve has a radius of 184.50' and a chord bearing and distance of 8°30'04" E, 279.09; (7) Thence 56°15'01" E, along proposed Interstate 27 R.O.W. of 8.27', to an "X" in concrete set for the most Northerly corner of this parcel; (8) Thence S 47°39'25" E, 69.58' to the point of beginning. NOTES: 1. Bearings based on Texas Plane Coordinate System, North Cetral Zone, NAD 27. 2. Distances are surface values. 3. Date of Revised Field Survey 2-19-05. -- 4. Parcel plat of same date accompanies this description. mydocumentslpatel-piem-a_doc #35,050 (806) 792-4731 • Fax (806) 792-1646.3330 70th Street, Suite 201 • Lubbock, Texas 79413 WILSON SURVE)(ING CO., INC. Registered Professional Land Surveyors Global Positioning System Surveyors TEXAS e-NEWI EMCO e ARIZONA • NEVADA * UTAH EXHIBIT "C" Page 2 of 4 �..' SST F'�+9 Gary D. W Date ........................ °R° Registered Professional Land Surveyor R€),w+N No. 4239 State of Texas ` 0 4239 ��P ; (806) 792-4731 • Fax (806) 792-1646 & 3330 70th Street, Suite 201 • Lubbock, Texas 79413 + . ct) C6S J RadlUS=1479.40' Delta=0059'16" Length=25.51' Chord:N 53°45'34" 25.50' 1 N 66*15101" E 8.27' E�HIBIT "A" Page 3 or a TRACT 1 CONCRETE MONUMENT (VOL. 865 PG. 187) S 47°392;1- I- 1`e3911 69.58, "X' ON CONC. 92fl N 42'22'02' E 25,W P.O.B. P.K. NAIL SET FOR MOST EASTERLY NORTHEAST CORNER THIS PARCEL, WHENCE THE ORIGINAL MOST NORTHERLY CORNER TRACT 2A BEARS N 42°22'02" E, 25,0V PARCEL A 0i 0.431 ACRES z X N SOASH-WHITE INDUSTRIAL ADDITION TRACT 2A (VOL.6489 PG.282) w V Radlusm140.00- Dettae4l°4616" (VOL.828 PG.129) 1co Lengthm102.03' 30' Chord: S 26e21'22" E 98.79' Radiusa8S6.00' SET P.K. Deltax2938'59" Radius=855.0{7 NAIL Len rd:S4 500' Delta=3'51'12" Chord:S 27" E Length=58.17' STjN�. 0.00' 40.00' Chord:N 42°1T22• W Radiusmi84.50' 58.16 Delta=9$017'11" P.K. NAIL Length=316.60' tih SET P.K. 3 SET Chord:N 8030'04" E (VOL. 985 PG. 471) NAIL P.K. NAIL N40°34 g$. yy 279.09'SET 115.62' SPIKE R.R. v (VOL. 985 PG. 471) Ole 2� N 40'3E'31. W 180.33' p0 --� NO back _ of curb N 40038'31" W 43.07' REVISED PLAT: 3-11-05 SURVEYED ON GROUND HERESY CERTIFY THAT THIS SURVEY WAS MADE ON REWSED: FEBRUARY 19, 1005 'HE GROUND UNDER MY DIRECTION AND SUPERVISION SCALE: 1"=50' l WD THAT THIS PLAT 18 TRUE AND CORRECT TO THE NO DENIAL OF ACCESS IEST OF MY KNOWLEDGE AND BELIEF. BEARINGS BASED ON NAD 27 E OFT U.S. SURVEY FEET, STATE T 'r P+;.•'� 8 F'•� PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE ARY D. WILSON —� — •• •• // ." •••••�••••••••••• DISTANCES ARE ACTUAL SURFACE DISTANCES EGISTERED PR ESSIONAL LAND SURVEYOR 0. 4239, STATE OF TEXAS C{ GAF{Y D. WILS{NJ \ ":;y'•' " . J"' A LEGAL DESCRIPTION OF EVEN SURVEY DATE •t41q©4239�r;�@' HEREWITH ACCOMPANIES THIS PLAT his survey and all information hereon Is for the exclusive d! • Henry Patel -----•------------ md shell not be copied or used except for the purpose for which is expressly "shed, This drawing and all copies (partial or omplete) shall be returned to the owner upon demand. 0 ATTEMPT HAS BEEN MADE AS A PART OF THIS BOUNDRY SURVEY TO OBTAIN OR SHOW ATA CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY, OR LOCATION OF ANY TtLITY OR MUNICIPAUPUBLIC SERVICE FACILITY. FOR INFORMATION REGARDING THESE TILITIES OR FACILITIES, PLEASE CONTACT THE APPROPRIATE AGENCIES OR OTHER SURVEYS JRVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH OF EASEMENTS OF ECORD. ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSNIP TITLE EVIDENCE, OR NY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. PLAT OF SURVEY ON A 0.431 ACRE PARCEL OF SURPLUS R.Q.W. OUT OF EXISTING INTERSTATE 27 R.O.W., BEING ORIGINALLY A PART OF TRACT 2A SOA$H-WHITE INDUSTRIAL ADDITION TO THE CITY OF LUBBOCK, AS SITUATED IN THE SE14 SECTION 2, BLOCK E, LUBBOCK COUNTY TEXAS WILSON SURVEYING Co., INC. Registered Professional Land Surveyors Global Posilionin S stem Surve ors (seal 7f2 47N vex {see) rvi—e54e F. B. 445 P. S&S #35050 •35,050 WILSON SURVEYING CO., INC. Registered Professional Land Surveyors _ Lubbock - Albuquerque F El Paso 3330 70th St., Suite 201 • Lubbock, Tx, 79413 806.792.4731 * Fax 806,792.1646