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HomeMy WebLinkAboutRES 062204-P - Eminent Domain ImprovRESOLUTION NO. otazi 4n9 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GEORGETOWN FINDING PUBLIC CONVENIENCE AND NECESSITY AND AUTHORIZING EMINENT DOMAIN PROCEEDINGS, IF NECESSARY, FOR CERTAIN IMPROVEMENTS TO SH 29 WEST AND CR 265; AND ESTABLISHING AN EFFECTIVE DATE WHEREAS, in order to promote public health, safety, and welfare, the City of Georgetown (the "City") hereby finds that public convenience and necessity requires acquisition in fee simple of the sites described in the attached Exhibits 1, 2, 3, 4, 5, 6, 7, 8, 9 14 and 15, incorporated herein by reference as if fully set out and subsequently referred to collectively as the `Property," for construction, reconstruction, improvement operation and maintenance of a public roadway and for extension of water, wastewater, electric, or other public utility lines (the `Project"); and, WHEREAS, in order to promote public health, safety, and welfare, the City of Georgetown hereby further finds that public convenience and necessity requires acquisition of a utility easement from the sites described in the attached Exhibits 1E, 2E, 3E, 4E, 5E, 6E, 7E, 8E and 9E which exhibits are incorporated herein by reference as if fully set out and subsequently referred to collectively as the "Utility Easement," for purposes of the construction, extension, improvement, operation and maintenance of water, wastewater, electric, or other public utility lines; and WHEREAS, in order to effectuate the Project, it will be necessary and convenient that agents, representatives, or employees of the City, lay out the roadway and utility lines and acquire fee titles to certain properties for the purpose of construction, reconstruction, operation, and maintenance of the roadway, utility lines, and appurtenances thereto; and, WHEREAS, it may be necessary to hire engineers, surveyors, appraisers, attorneys, title companies, architects, or other persons or companies to effect the laying out, establishment, and acquisition of fee title, and the constriction of said roadway, utility lines, and appurtenances; WHEREAS, in order to acquire the Property and the Utility Easement, it will be or has been necessary for the City's agents, representatives or employees to enter upon the Property for the purpose of surveying and establishing said land titles and to determine adequate compensation for said land, to conduct tests, and to negotiate with the owners thereof for the purchase of the land titles; and, WHEREAS, it was necessary to set out procedures for the establishment and approval of just compensation for each of the parcels to be acquired for the roadway; Now, THEREFORE, be it RESOLVED by the City Council of the City of Georgetown: Resolution No. 0(022 O4 - P Page 1 of 3 1. That in order to promote the public health, safety, and welfare, public convenience and necessity require the construction, reconstruction, improvement, operation and maintenance of a public roadway and extension of water, wastewater electric, or other public utility lines on the real property described in the attached Exhibits 1, 2, 3, 4, 5, 6, 7, 8, 9, 14 and 15. 2. That public convenience and necessity require the acquisition of fee title to the Property and other properties for the purposes of construction, reconstruction, improvement, operation, and maintenance of a public roadway facility, and extension of water, wastewater, electric, or other public utility lines, and appurtenances thereto. 3. That public convenience and necessity require the acquisition of a utility easement in the real property described in the attached Exhibits 1E, 2E, 3E, 4E, 5E, 6E, 7E, 8E and 9E for purposes of the construction, extension improvement, operation and maintenance of water, wastewater, electric, or other public utility lines. 4. That the City's agents, representatives, or employees are hereby authorized to: a. Lay out the exact location of the land needed from the Property or other properties; b. Hire such engineers, surveyors, appraisers, title companies, architects, and other persons or companies needed to effect the laying out of the facilities, the establishment and acquisition of fee title to the required properties, and the construction of the roadway facility, utility lines, and appurtenances thereto; c. Enter upon any property necessary for the purpose of surveying and establishing the title, to determine adequate compensation for fee titles, and to conduct tests; d. Negotiate with the owners of any such properties for the purchase thereof; e. To purchase fee title to the Property for the purposes stated herein, and to purchase easement title to the Utility Easement, and execute all documents necessary to acquire such properties and easements, all subject to express approval of the specific, negotiated terms by the City Council; f. Initiate eminent domain proceedings against the owner(s) of the Property for fee simple title to the Property and for easement title for the Utility Easement in the event the owner(s) fail to accept a bona fide offer to purchase the Property and Utility Easement; and g. Take whatever furthei actions deemed appropriate to economically effect the establishment of the roadway facility, utility lines, and appurtenances thereto. Resolution No. Page 2 of 3 2zogP g. Take whatever further actions deemed appropriate to economically effect the establishment of the roadway facility, utility lines, and appurtenances thereto. 5. That all previous acts and proceedings done or initiated by the City's agents, representatives, or employees for the establishment of the roadway, including the negotiation for and/or acquisition of any necessary property rights in the Property and Utility Easement are hereby authorized, ratified, approved, confirmed, and validated. This resolution shall take effect immediately from and after its passage. 6. The Mayor is hereby authorized to sign this resolution and the City Secretary to attest thereto on behalf of the City of Georgetown. 7 This resolution shall be effective immediately upon adoption. ATTEST: Sandra D Lee, City Secreta APPROVED AS TO FORM: ainc, Patricia E Carls, Brown & Carls, LLP City Attorney Resolution No. O% 12 0`t ` P THE CITY OF GEORGETOWN: Page 3of3 Coun Parcel No.: Highway: Limits: CSJ: EXHIBIT Williamson 1 State Highway No. 29 From. Interstate Highway No. 35 To: River Chase Blvd. 0337-01-029 FIELD NOTE DESCRIPTION FOR PARCEL 1 Page 1 of 3 DESCRIPTION OF A 0.226-ACRE TRACT OF LAND SITUATED IN THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO. 498, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 7.418-ACRE TRACT OF LAND CONVEYED TO NSJS LIMITED PARTNERSHIP BY INSTRUMENT RECORDED IN DOCUMENT NO. 199984627 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.226-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a'/2" iron rod set with a Texas Department of Transportation (TxDOT) aluminum cap in the proposed northerly right-of-way line of State Highway No. 29 (SH29), 70.00 feet left of Survey Baseline "G" station 144+94.02, being in the westerly boundary line of Lot 1, Bonnett Subdivision, recorded in Cabinet Q, Slides 119-120 of the Plat Records of Williamson County, Texas, same being in the easterly boundary line of that portion of said 7.418-acre tract lying easterly of River Chase Boulevard (easterly portion) for the northeasterly corner and POINT OF BEGINNING hereof and from which a '/" iron rod found being the northwesterly corner of said Lot 1 and most northeasterly corner of said 7 418-acre tract bears N 02°23'16" W a distance of 473.80 feet; 1) THENCE with the common boundary line of said 7 418-acre tract and Lot 1, S 02°23'16" E for a distance of 20.00 feet to a calculated point in the existing northerly right-of-way line of SH29 and from which a "/2° iron rod found bears S 02°23'16' E a distance of 0 50 feet; 2) THENCE with said existing northerly right-of-way line S 87°39'01" W for a distance of 479.91 feet to a calculated point in the existing common nght-of-way line of River Chase Boulevard (right-of-way varies) as shown on River Chase, Final Plat, recorded in Cabinet Q, Slide 186-192 of the Plat Records of Williamson County, Texas, and SH29 for the beginning of a curve to the nght and from which an '/2" iron rod found bears S 83°51'49' E a distance of 6.32 feet; 3) THENCE with said existing common right-of-way lines, along a non -tangent curve to the right, having a radius of 25.00 feet, an interior angle of 66°13'15', an arc length of 28 89 feet and a chord which bears, N 45°16'25' W, for a distance of 27.31 feet to a Type II (TxDOT) monument set in said proposed northerly right-of-way line, 70.00 feet left of Survey Baseline "G" station 139+95.53 and from which a '/2" iron rod found bears N 01 °29 55" W a distance of 4.01 feet; Res. Oco zz©4! -P Exhibit 1) p Page 2 of 3 4) THENCE with said proposed right-of-way line and through the interior of said 7.418-acre tract N 87°39'01" E for a distance of 498.49 feet to the POINT OF BEGINNING and containing 0.226-acre of land, more or less. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. fUl. Stephen iruesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 WO42-03-p1.doc 271/4-711 Da LEGEND • TYPE I CONCRETE MONUMENT FOUND ❑o TYPE II MONUMENT SET © 1/2 " IRON PIPE FOUND UNLESS NOTED O 1/2 " IRON ROD SET W/ PLATIC CAP • O 1/2 " IRON ROD FOUND UNLESS NOTED 1/2 " IRON ROD FOUND CAPPED CALCULATED POINT PK NAIL FOUND FENCE POST R PROPERTY LINE c_ CENTER LINE ( ) RECORD INFORMATION P.O.B. POINT OF BEGINNING P.O.R. POINT OF REFERENCE O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS PLAT RECORDS WILLIAMSON COUNTY, TEXAS LINE BREAK WIRE FENCE 1 I'll D = Y, cn, • m, i8 0, I . i SE �I DET. N 87° 39101"E N 1 O> SEE DETAIL JOSEPH P. PULSIFER SURVEY ABSTRACT NO 498 N 01°29'55" W 4.01' DETAIL "A" NOT TO SCALE CI © - 66°13'15" R • 25.00' T ■ 16.30' L • 28.89' C • 27.31' CB • N 45°I6'25" W 139+95.53 70.00' LT PROPOSED R.O.W. S 83°51'49" E 6.32' DETAIL "B" NOT TO SCALE NSJS LIMITED PARTNERSHIP EASTERLY PORTION 7.418 ACRE DOC.# 199984627 O.P.R.W.C.T. EXISTING R.O.W. 0.226 ACRE SURVEY BASELINE "G" 1010 00 S 25 0 50 cal 100 III III MIMI II MIN SCALE I" = 1001 If�l� S 02°23'16" E 0.50' DETAIL "Cu NOT TO SCALE z N 87°39101" E 498.49' P.O.R. PARCEL I 1- O J BONNETT SUBDIVISION CAB. Q., SLD. 119-120 P.O.B. PARCEL 1 i 144+94.02 70.00' LT I S 02°23'I6" E 20.00' SEE DETAIL — -- STATE HIGHWAY NO. 29 (N 87° 39' 00" E) 140.00 EXISTING R.O.W 1 EXISTING R.O.W 145.00 NOTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR RIGHT-OF-WAY ACQUISITION PURPOSES. THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDEY DIRECTION AND SUPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO THE B KA.S EPHE•TRUESDLE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512) 238-1200, FAX (512) 238-1251 oG zz©q- P aii+±,, a. a 30.43 RIGH STAT WILLIAMSON Y PARCEL CSJ NO. 0337-01-029 NOWLEDGE AND BELIEF. PAGE 3 OF 3 County: Parcel No.: Highway: Limits: CSJ: EXHIBIT g Williamson 2 State Highway No. 29 From. Interstate Highway No. 35 To: River Chase Blvd. 0337-01-029 FIELD NOTE DESCRIPTION FOR PARCEL 2 Page 1 of 4 DESCRIPTION OF A 0.593-ACRE TRACT OF LAND SITUATED IN THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO 498, IN WILLIAMSON COUNTY TEXAS, BEING A PORTION OF LOT 1, BONNETT SUBDIVISION, RECORDED IN CABINET Q, SLIDES 119- 120 OF THE PLAT RECORDS OF WILLIAMSON COUNTY TEXAS SAID 0.593-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2» iron rod set with a Texas Department of Transportation (TxDOT) aluminum cap in the proposed northerly right-of-way line of State Highway No. 29 (SH29), 70.00 feet left of Survey Baseline "G' station 144+94.02, being a point in the easterly boundary line of a 7.418-acre tract of land conveyed to NSJS Limited Partnership by instrument recorded in Document No. 199984627 of the Official Public Records of Williamson County Texas, same being in the westerly boundary line of said Lot 1 for the northwesterly corner and POINT OF BEGINNING hereof and from which a '/2" iron rod found being the northwesterly corner of said Lot 1 and northeasterly corner of said 7.418-acre tract bears N 02°23'16' W a distance of 473.80 feet, 1) THENCE with the said proposed right-of-way line N 87°39'01" E for a distance of 1288.93 feet to a '/2' iron rod set with an aluminum TxDOT cap in the westerly boundary line of Lot 2 of said Bonnett Subdivision and the easterly boundary line of said Lot 1, 61.00 feet left of Survey Baseline "G" station 157+83.24, being the northeasterly corner hereof 2) THENCE with the common boundary line of said Lot 1 and Lot 2 S 20°43'46" E for a distance of 21.08 feet to a calculated point in the existing northerly right-of-way line of SH29, same being the southwesterly corner of said Lot 2 and southeasterly corner of said Lot 1 for the southeasterly corner hereof, from which a cotton gin spindle found bears N 20°43'46" W a distance of 0.19 feet; 3) THENCE with the said existing right-of-way line S 87°39'01 ' W for a distance of 1295 56 feet to a calculated point being the southeasterly corner of said 7.418-acre tract, same being the southwesterly corner of said Lot 1 for the southwesterly corner hereof and from which a '/2" iron rod found bears S 02°23 16" E a distance of 0.50 feet; Res. O&2 4-P Esc h i! b:f 2) P 9 Page2of4 4) THENCE with the common boundary line of said 7.418-acre tract and Lot 1 N 02°23'16" W for a distance of 20.00 feet to the POINT OF BEGINNING containing 0.593 acre of land, more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Stephen Trruesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 W042-03-p2.doc a st M. STEPHEN TRUESDALE Ass 4933 ©_$u D a7t- oci- P LEGEND 1/2 " IRON ROD FOUND UNLESS NOTED p■ 1/2 " IRON ROD FOUND CAPPED Q COTTON GIN SPINDLE FOUND CALCULATED POINT O 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP t PROPERTY LINE ( ) RECORD INFORMATION P.O.B. POINT OF BEGINNING P.U.E PUBLIC UTILITY EASEMENT P.O.R. POINT OF REFERENCE P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY, TEXAS O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS X WIRE FENCE t JO £ l83NS 33S LINE TABLE JQSEPH P.PULSIFER SURVEY NUMBER DIRECTION DISTANCE LI S 20°43146" E 21.08' L2 N 02°23'16" W 20.00' 2NI1HOlVW 0.593 ACRE 1 ABSTRACT NO. 498 N 20°43146" W 0.19' EXIST. R.O.W DETAIL "B" NOT TO SCALE LOT I BONNETT SUBDIVISION CAB. 0, SLD. 119-120 P.R.W.C.T. N 87°39'01" E 1288.931 25 0 PROPOSED R.O.W. S 50 SCALE 1" = 100' P .O.R. P ARCEL 3 100 157+83.24 C 61.00' LT `-.1/4_ EXISTING R.O.W. S 87°39'01° W 1295.56 SURVEY BASELINE "G" N 87° 39' 01" E 411.110.0.11 LI SEE DETAIL "B" 3+00 155+00 1020+00 1021+00 EXISTING R.O.W. STATE HIGHWAY NO. 29 EXISTING R.O.W. 1025+00 PROPOSED R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR RIGHT-OF-WAY ACQUISITION PURPOSES. THERE MAY BE EASEMENTS O R OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER aY DIRECTION AND SUPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO THE BE _ KNOWLEDGE AND BELIEF. T PH N TRUES ALE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512) 238-1200, FAX (512)238-1251 ef RIGH STAT WILLIAMSON PARCEL 2 CSJ NO. 0337-01-029 PAGE 4 OF 4 b(v2204 :h:+2. z 0) v7 0 0 9 J -u am _m wrno {` SQD-V n 6n> m • m N Z m Co P.O.R. 1 PARCEL 2 tz P.O.B. PARCEL 2 144+94.02 70.00' LT S 25 0 50 SCALE I" = 100' S 02°23'16" E 0.50' DETAIL "A" NOT TO SCALE PROPOSED R.Q.W. 100 O.P.R.W.C.T LEGEND ib 1/2 " IRON ROD FOUND UNLESS NOTED O 1/2 " IRON ROD FOUND CAPPED © COTTON GIN SPINDLE FOUND a CALCULATED POINT O 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP Q PROPERTY LINE ( ) RECORD INFORMATION P.O.B. POINT OF BEGINNING P.U.E. PUBLIC UTILITY EASEMENT P.O.R. POINT OF REFERENCE P.R.W.C.T PLAT RECORDS WILLIAMSON COUNTY, TEXAS OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS WIRE FENCE JOSEPH P. PULSIFER SURVEY ABSTRACT NO. 498 LOT I CALLED 17.05 AC BONNETT SUBDIVISION CAB. Q, SLD. 119-120 P.R.W.C.T. N 8T°39'OI" E 1288.931 0.593 ACRE ZIO t7 122HS 33S if i tt Y >' 1h D4 S! j I EXISTING R O.W. SEE DETAIL "A" EQ. — -- SURVEY BASELINE "G" N 87° 39' 01" E lots«oo 1015+91.10 = 147+71.10 S ern '01" W 1295.56' 145.00 N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. Ll STATE HIGHWAY NO. 29 EXISTING R.0 148+00 0 + iv 1 A n + m O 0 0 0 0 toosO0 SURVEY BASELINE "G 9 0' I50+00 N -11 7° 9' 01" E THIS SURVEY WAS PERFORMED FOR RIGHT-OF-WAY AND EASEMENT ACQUISITION PURPOSES. THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. PAGE 3 OF 4 INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 P1!. (512) 238-1200, FAX (512) 238-1251 RIGHT OF WAY SKETCH STATE HIGHWAY NO 29 WILLIAMSON COUNTY, TEXAS PARCEL 2 CSJ NO. 0337-01-029 Re a(0Zz©4- Pj ,r it v i1 a 4- oZ P ;: C !T 0C Y County: Parcel No.: Highway: Limits: CSJ: EXHIBIT Williamson 3 State Highway No. 29 From. Interstate Highway No. 35 To: River Chase Blvd. 0337-01-029 FIELD NOTE DESCRIPTION FOR PARCEL 3 Page 1 of 3 DESCRIPTION OF A 0.199-ACRE TRACT OF LAND SITUATED IN THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO 498, IN WILLIAMSON COUNTY TEXAS, BEING A PORTION OF LOT 2, BONNETT SUBDIVISION, RECORDED IN CABINET Q, SLIDES 119- 120 OF THE PLAT RECORDS OF WILLIAMSON COUNTY TEXAS SAID 0.199-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 'h" iron rod set with a Texas Department of Transportation (TxDOT) aluminum cap on the proposed northerly nght-of-way line of State Highway No. 29 (SH29), 61.00 feet left of Survey Baseline "G" station 157+83.24, being a point in the easterly boundary line of Lot 1 of said Bonnett Subdivision, same being in the westerly boundary line of said Lot 2 for the northwesterly corner and POINT OF BEGINNING hereof and from which a �/s" iron rod found being an interior corner of said Lot 1 and northwesterly corner of said Lot 2 bears N 20°43'46" W a distance of 379.31 feet; THENCE with said proposed right-of-way line through the interior of said Lot 2 the following (3) courses labeled 1 thru 3: 1) N 87°39'01" E for a distance of 92.29 feet to a Type II TxDOT monument set for an angle point, 61.00 feet left of Survey Baseline "G" station 158+78 32; 2) N 35°13'10" E for a distance of 82.01 feet to a Type II TxDOT monument set for an angle point , 126.00 feet left of Survey Baseline "G" station 159+25 53, 3) N 87°39'01" E for a distance of 36.03 feet to a calculated point in the westerly right-of-way line of County Road No. 265 (CR265) being the easterly boundary line of said Lot 2 for the northeasterly corner hereof; 4) THENCE with said CR265 right-of-way line S 20°46'31' E for a distance of 89.59 feet to a calculated point in the existing northerly right-of-way line of SH29 being the southeasterly corner of said Lot 2 for the southeasterly corner hereof; 5) THENCE with said existing northerly right-of-way line S 87°39'01 W for a distance of 200.00 feet to a calculated point being the southeasterly corner of said Lot 1 and southwesterly corner of said Lot 2 for the southwesterly corner hereof; Page 2of3 6) THENCE with the common boundary line of said Lot 1 and Lot 2 N 20°43'46" W at a distance of 0 19 feet pass a cotton gin spindle found and continuing for a total distance of 21.08 feet to the POINT OF BEGINNING containing 0.199 acre of land, more or less. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M`. Stephen ruesdaie Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 W042-03-p3.doc 2 ©f3 Date S 25 0 r •• a 50 SCALE IN = 100' 100 N 20°43146" W 0.19' EXIST. R.0 ,- P.O.R. PARCEL 3 \ \ DETAIL "A" NOT TO SCALE S\39‘ �IF� P•?\)\- Ag6 JO�PpN s-SO\ LOT I BONNETT SUBDIVISION CAB. 0, SLD. 119-120 P.R.W.C.T. EXISTING R.O.W. ■ • 0 0 LEGEND TYPE I CONCRETE MONUMENT FOUND 1/2" IRON ROD FOUND UNLESS NOTED COTTON GIN SPINDLE FOUND TYPE II MONUMENT SET A CALCULATED POINT 0 I/2" IRON ROD SET W/ TXDOT ALUMINUM CAP It PROPERTY LINE ( ) RECORD INFORMATION P.O.B POINT OF BEGINNING P.U.E. PUBLIC UTILITY EASEMENT P.O.R POINT OF REFERENCE O.P.R.W.C.T OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS WIRE FENCE LOT 2 BONNETT SUBDIVISION CAB. 0, SLD, 119-120 P.R.W.C.T. 159+61.57 126.00' LT N 87°39'01' E 36.03' `j N 3501310' E 159+25.53 \ 82.01' 126 00' LT P.O.B. PARCEL 3 \ 158+78.32 157+83 24 \ 61.001 LT 61.00'LTN\ 9229' PROPOSED R.O.W. ''�„� N87°39101' N 20°43'46" W 21.08' --.s- x x SEE DETAIL -"A" --- SURVEY BASELINE "G" N 87° 39' 01" E 155+00 1025+00 STATE HIGHWAY NO. 29 E 1 TING R.O. -x-x-x--x—''/. �r--x--x- PROPOSED R.O.W. 12 i DNS, N�j� oS1•Es\C3yE. S 87°39'OI' 200.00' 0.199 ACRE LINE BREAK WILLIAM M. BOOTH D.B.A. WESTINGHOUSE ROAD VENTURE TRACT TWO CALLED 4.00 AC. DOC.# 9860798 O.P.R.W.C.T. tl► 1 PROPOSED R.O.W EXISTING R.O.W. 00 ys) ---- - - 0 C Q 559 s Rp,G SVR�( 150 1030+00 -aXI TgNG NOTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND U )may ,;DIRECTION AND SUPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO T NOWLEDGE AND BELIEF. ,1/11 taibLe M. ST PHEN TRUESD,&LE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512)238-1200, FAX (512)238-1251 RIG �F ;a '+ CH STAT 0. 29 WILLIAMSON COUNTY, TEXAS PARCEL 3 CSJ NO. 0337-01-029 PAGE 3 OF 3 0 2204—P ;h►#3. C County: Parcel No.: Highway: Limits: CSJ: EXHIBIT Williamson 4 State Highway No. 29 From. Interstate Highway No. 35 To: River Chase Blvd. 0337-01-029 FIELD NOTE DESCRIPTION FOR PARCEL 4 Page 1 of 3 DESCRIPTION OF A 0.415-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, AND THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO 498 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 4.00-ACRE TRACT OF LAND, CALLED TRACT TWO AND CONVEYED TO WILLIAM M. BOOTH, D.B A. WESTINGHOUSE ROAD VENTURE BY INSTRUMENT RECORDED IN DOCUMENT NO. 9860798 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.415-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Type II Texas Department of Transportation (TxDOT) monument set for an angle point of the proposed northerly right-of-way line of State Highway No. 29 (SH29), 76.00 feet left of Survey Baseline ' G" station 164+84.16, same being in the westerly boundary line of a 0.33-acre tract of land conveyed to A-TEX Water Proofing, Inc, by instrument recorded in Volume 1160, Page 809 of the Official Public Records of Williamson County, Texas, same being in the easterly boundary line of said 4.00-acre tract for the northeasterly corner and POINT OF BEGINNING hereof and from which a square concrete monument found in the easterly boundary line of said 4.00-acre tract and being the northwesterly corner of said 0.33-acre tract bears N 19°58'09" W a distance of 51.05 feet; 1) THENCE with the common boundary line of said 0.33-acre tract and 4.00-acre tract S 19°58'09" E at a distance of 15.74 feet pass a Type II TxDOT monument set and continuing for a total distance of 36 72 feet to a �/a" iron rod found in the existing northerly right-of-way of SH29, same being the southwesterly corner of said 0 33-acre tract, same being the southeasterly corner of said 4.00-acre tract for the southeasterly corner hereof; 2) THENCE with said existing right-of-way line S 87°39'01" W for a distance of 456.92 feet to a calculated point in the easterly right-of-way line of County Road No. 265 (CR265) same being the southwesterly corner of said 4.00-acre tract for the southwesterly corner hereof; 3) THENCE with said CR265 easterly right-of-way line N 20°29 39' W at 0.26 feet pass a '/2" iron rod found and continuing for a total distance of 89.45 feet to a calculated point in said proposed right-of-way line, 126.00 feet left of Survey Baseline "G" station 160+10.50, for the northwesterly corner hereof and from which a �/�" iron rod found, being the northwesterly corner of said 4.00-acre tract bears N 20°29'39" W a distance of 310 20 feet; ©!o ©oft P Ibi f , P Page 2 of 3 THENCE with said proposed right-of-way line of SH29 and through the interior of said 4.00-acre tract the following (3) courses labeled 4 through 6: 4) N 87°39'01" E for a distance of 25.04 feet to a Type II TxDOT monument set for an angle point, 126.00 feet left of Survey Baseline "G" station 160+35.53; 5) S 47°20'59" E for a distance of 70.71 feet to a Type II TxDOT monument set for an angle point, 76.00 feet left of Survey Baseline "G" station 160+85 53, 6) N 87°39'01" E for a distance of 398.62 feet to the POINT OF BEGINNING containing 0.415 acre of land, more or Tess This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. lap iAuvot M Ste• -n r esdale V Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 WO42-03-p4.doc /? 717 Date N LEGEND S 25 0 50 SCALE 1" = 1001 100 LINE TABLE NUM DIRECTION DISTANCE LI S 19°58'09" E 36.72' L2 N 87°39'01" E 25.04' L3 N 19°58'09" W 51.05' P\.- 0 Ag6 JOSCY Sig. 160+10.50 126.00' LT 160+35.53 126.00' LT 2 '�v , •�.,1-0•_ s SEE DETAIL "A" • SQUARE CONCRETE MONUMENT FOUND • 1/2 " IRON ROD FOUND UNLESS NOTED OO 1/2 " IRON ROD FOUND CAPPED 2 TYPE II MONUMENT SET 0 CALCULATED POINT O 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP It PROPERTY LINE ( ) RECORD INFORMATION P.O.B. POINT OF BEGINNING P.U.E. PUBLIC UTILITY EASEMENT P.O.R. POINT OF REFERENCE O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS X WIRE FENCE N 20°29139" W 0.261) EXIST. R.O.W. DETAIL "A" NOT TO SCALE WILLIAM M. BOOTH D.B.A. WESTINGHOUSE ROAD VENTURE TRACT TWO CALLED 4.00 AC. DOC. NO. 9860798 0 P.R.W.C.T. PROPOSED R.0 N 87°39'01° E \ CITIZENS MEMORIAL GARDEN CEMETERY P.O.R. \ OS¢ � L\N PARCEL 4 \ SV PARCEL 4 tS' 164+84.16 `Cvs '76.00' LT 98.62' 164+88.92 �61.00' LT A-TEX WATER PROOFING INC. 0.33 AC VOL. 1160, PG. 809 O.P.R.W.C.T. 1 �_ y .,. a,;, �..,�a. ��.. Tea mx , , -v. _ j>.. _r..�. 1 _. ►t EXISTING R.O.W. — /S 87°39'01s W_) 1\456 92' D 1 ----- SURVEY BASELINE "G" N 87° 39' 01" E \s. 160+00 \� $ 1030'0 ° STATE HIGHWAY No. 29 �O \ P uL��I�P�S�R EXISTING R.O.W. s N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR RIGHT-OF-WAY ACQUISITION PURPOSES. THERE MAY BE EASEMENTS O R OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UND DIRECTION AND SUPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO TH w'=.� ;:,KNOWLEDGE AND BELIEF. M. STEPHEN'TRUESDA( REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL U ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512) 238-1200, FAX (512) 238-1251 RIG CAI° H STATE i 29 WILLIAMSON COUNTY, TEXAS PARCEL 4 CSJ NO. 0337-01-029 PAGE 3 OF 3 olizzo4m P It 1 County: Parcel No.: Highway: Limits: CSJ: EXHIBIT 5 Williamson 5 State Highway No. 29 From. Interstate Highway No. 35 To: River Chase Blvd. 0337-01-029 Page 1 of 3 FIELD NOTE DESCRIPTION FOR PARCEL 5 DESCRIPTION OF A 0.054-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 0 33-ACRE TRACT OF LAND CONVEYED TO A-TEX WATER PROOFING, INC., BY INSTRUMENT RECORDED IN VOLUME 1160, PAGE 809 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.054-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Type II Texas Department of Transportation (TxDOT) monument set for an angle point in the proposed northerly right-of-way line of State Highway No. 29 (SH29), 61.00 feet left of Survey Baseline `G" station 164+88.92, same being in the easterly boundary line of a 4.00-acre tract of land called Tract Two and conveyed to William M. Booth dba Westinghouse Road Venture by instrument recorded in Document No 9860798 of the Official Public Records of Williamson County, Texas, same being in the westerly boundary line of said 0.33-acre tract for the northwesterly corner and POINT OF BEGINNING hereof and from which a square concrete monument found in the easterly boundary line of said 4 00-acre tract and being the northwesterly corner of said 0.33-acre tract bears N 19°58'09" W a distance of 66.79 feet; 1) THENCE with said proposed right-of-way line N 87°39'01" E for a distance of 121.59 feet to a �/s" iron rod set with a TxDOT aluminum cap, 61 00 feet left of Survey Baseline "G" station 166+10 51, in the westerly boundary line of a 0 49-acre tract of land, called Tract VII, conveyed to San Gabriel Storage System Venture by instrument recorded in Volume 1121, Page 925 of the Official Public Records of Williamson County, Texas, same being in the easterly boundary line of said 0.33-acre tract for the northeasterly corner hereof, 2) THENCE with the common boundary line of said 0.49-acre tract and 0.33-acre tract S 00°46'59" E for a distance of 20 01 feet to a calculated point in the existing northerly right-of-way line of SH29, same being the southwesterly corner of said 0.49-acre tract, same being the southeasterly corner of said 0 33-acre tract for the southeasterly corner hereof from which al/2" iron rod found bears S 00°46'59" E a distance of 0.13 feet; 3) THENCE with the said existing right-of-way line S 87°39'01' W for a distance of 114 69 feet to a '/" iron rod found being the southeasterly corner of said 4.00-acre tract, same being the southwesterly corner of said 0.33-acre tract for the southwesterly corner hereof; O&zio'4- p Ex.h 1445, p Page2of3 4) THENCE with the common boundary line of said 4.00-acre tract and 0.33-acre tract N 19°58'09" W for a distance of 20.98 feet to the POINT OF BEGINNING containing 0.054 acre of land, more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central -_._ .one -No: 4203;_NAD 83. THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. Um 004 M. St- • -n T esdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 WO42-03-p5.doc Date LEGEND EXIST. R.O.W S 00°46'59" E 0131 DETAIL "A" NOT TO SCALE • • 0 0 P.O.B. P.U.E. P.O.R. O.P.R.W.C.T. 25 0 SQUARE CONCRETE MONUMENT FOUND 1/2 " IRON ROD FOUND UNLESS NOTED TYPE 11 MONUMENT SET CALCULATED POINT 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP PROPERTY LINE RECORD INFORMATION POINT OF BEGINNING PUBLIC UTILITY EASEMENT POINT OF REFERENCE OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS CHAINLINK FENCE N s 50 SCALE 1" = 100' 100 WILLIAM M. BOOTH D.B.A. WESTINGHOUSE ROAD VENTURE TRACT TWO CALLED 4.00 AC. DOC. NO. 9860798 O.P.R.W.C.T. PARCEL 5 t" 05 PROPOSED R.O.W. P.O.B PARCEL 5 164+88.92 61.00' LT L4 LINE TABLE NUMBER DIRECTION DISTANCE LI N 87°39'OI" E 12159' L2 S 00°46'59" E 20.01' L3 S 87°39'01" W 114.69' L4 N 19°58'09" W 20.98' L5 N 19°58'09" W 66.79' CITY OF GEORGETOWN REMAINDER OF CALLED 12.70 AC. VOL. 117, PG. 173 CITIZENS MEMORIAL GARDEN CEMETERY A-TEX WATER PROOFING INC. 0.33 AC VOL. II60, PG. 80 O.P.R.W.C.T. 1 'I LI 9 Df i SURVEY BASELINE "G" N 87° 39' 01" E L 0.054 SURv �� tC EP P SOS PgS�� ,Icc S RP io - o 0 � R r' E. 8 GNO 5 s�R o m SAN GAP1/4BRIEL STORAGE N SYSTEM VENTURE o m 0.49 AC. TRACT VII co Z `u'. 166+10.51 VOL. 112I, PG. 925 ! 61.00' LT O.P.R.W.C.T. L2 — I L.__ y EXISTING R.O.W. SEE DETAIL «A 1035+00 168+00 ACRE STATE HIGHWAY NO. 29 ------ - EXISTING R.O.W. NOTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR RIGHT-OF-WAY ACQUISITION PURPOSES. THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UND 'r, » DIRECTION AND SUPERVISION AND, THAT THIS PLAT IS TRH AND CORRECT TO THE OWLEDGE AND BELIEF. %,P( A;l< /(wa ST4"HEN 'TRUESDA REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL ° ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK; TX. 78664 P11. (512) 238-1200, FAX (512) 238-1251 RIGH STATE 29 WILLIAMSON COUNTY, TEXAS PARCEL 5 CSJ NO. 0337-01-029 PAGE 3 OF 3 e " uG2204- P ;k#S',p3 County: Parcel No.: Highway: Limits: CSJ: EXHIBIT Williamson 6 State Highway No. 29 From. Interstate Highway No. 35 To: River Chase Blvd. 0337-01-029 FIELD NOTE DESCRIPTION FOR PARCEL 6 Page 1 of 3 DESCRIPTION OF A 0.063-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 0.49-ACRE TRACT OF LAND, CALLED TRACT VII, CONVEYED TO SAN GABRIEL STORAGE SYSTEM VENTURE BY INSTRUMENT RECORDED IN VOLUME 1121, PAGE 925 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.063-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at al/2" iron rod set with a Texas Department of Transportation (TxDOT) aluminum cap on the proposed northerly nght-of-way line of State Highway No. 29 (SH29), 61.00 feet left of Survey Baseline "G" station 166+10.51, same being in the easterly boundary line of a 0.33-acre tract of land conveyed to A-TEX Water Proofing Inc by instrument recorded in Volume 1160, Page 809 of the Official Public Records of Williamson County, Texas, same being in the westerly boundary line of said 0.49-acre tract for the northwesterly corner and POINT OF BEGINNING hereof; 1) THENCE with said proposed right-of-way line and through the interior of said 0.49-acre tract N 87°39'01' E for a distance of 136.95 feet to a '/s" iron rod set with a TxDOT aluminum cap, 61.00 feet left of Survey Baseline "G" station 167+47 46, same being in the westerly boundary line of a 0.72-acre tract of land, called Tract VI, conveyed to San Gabriel Storage System Venture by instrument recorded in Volume 1121, Page 925 of the Official Public Records of Williamson County, Texas, same being in the easterly line of said 0.49-acre tract for the northeasterly corner hereof and from which a capped '/z" iron rod set being the northwesterly corner of said 0.72-acre tract and the northeasterly corner of said 0.49-acre tract bears N 02°20'59" W a distance of 164 43 feet; 2) THENCE with the common boundary line of said 0.72-acre tract and 0.49-acre tract S 02°20'59" E for a distance of 20 00 feet to a calculated point in the existing northerly right-of-way line of SH29, same being the southwesterly corner of said 0.72-acre tract, same being the southeasterly corner of said 0 49-acre tract for the southeasterly corner hereof; 3) THENCE with the said existing right-of-way line S 87°39'01" W for distance of 137 50 feet to a calculated point being the southeasterly corner of said 0 33-acre tract, same being the southwesterly corner of said 0.49-acre tract for the southwesterly corner hereof and from which a'A" iron rod found bears S 00°46 59" E a distance of 0.13 feet; Res Echo iP o4 - P e 3 Page 2 of 3 4) THENCE with the common boundary line of said 0.33-acre tract and 0.49-acre tract N 00°46'59" W for a distance of 20.01 feet to the POINT OF BEGINNING containing 0.063 acre of land, more or less. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Steffen Trt.Yesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 WO42-03-p6.doc Res. ocv Each 1 bit (e, p /7vj • O A P.O.B. P.U.E. P.O.R. O.P.R.W.C.T. P.R.W.C.T. W. Y T. LEGEND 1/2 'IRON ROD FOUND UNLESS I/2 ' IRON ROD SET W/ TXDOT ALUMINUM CAP TYPE II MONUMENT SET CALCULATED POINT PROPERTY LINE RECORD INFORMATION P OINT OF BEGINNING P UBLIC UTILITY EASEMENT P OINT OF REFERENCE P FFICIAL PUBLIC RECORDS W ILLIAMSON COUNTY, TEXAS P LAT RECORDS W ILLIAMSON COUNTY, TEXAS LINE BREAK CHAINLINK FENCE • A-TEX WATER PROOFING INC. 0.33 AC VOL. 1160, PG. 809 O.P.R.W.C.T. es‘..?"5.1C-1. ' EXISTING R.0 0 P O B. PARCEL 6 I66+10.51 161.00'LT NOTED LINE TABLE NUM DIRECTION DISTANCE LI N 87°39'OI" E 136.95' L2 S 02°20'S9" E 20.00' L3 S 87°39'01" W 137.50' L4 N 0O°46'59" W 20.01' SAN GABRIEL STORAGE SYSTEM VENTURE 0.49 AC. TRACT VII VOL 1121, PG. 925 O.P.R.W.C.T. Df, i SEE DETAIL LI S 25 0 50 SCALE I" = 100' 100 _s\F Ag8 CITIZENS MEMORIAL GARDEN Q Pv � NO' CEMETERY 30SEP' DIL30 CL-EPgS SAN GABRIEL STORAGE SYSTEM VENTURE CALLED 0.72 AC. i TRACT VI VOL. 112I, PG. 925 I 1 O.P.R.W.C.T. i F\ -\..0 v06\'EO 558 E��• M S R FS' ? 167+47.46 � 61.00' LT if PROPOSED R.O.W. EXIST. R.O.W S 00°46'59" E 013' DETAIL "A" NOT TO SCALE SURVEY BASELINE "G" N 87° 39' 01" E 168+00 170+00 STATE HIGHWAY NO. 29 1035+00 0.063 ACRE 1037+00 EXISTING R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR RIGHT-OF-WAY ACQUISITION PURPOSES. THERE MAY BE EASEMENTS O R OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UND SUPERVISION AND THAT THIS PLAT IS TRUE A.•D CORRECT TOr,THE / // M. STEPHEN TR'UESDALE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512) 238-1200, FAX (512)238-1251 RIGH STATE 29 WILLIAMSON COUNTY, TEXAS PARCEL 6 CSJ NO. 0337-01-029 DIRECTION AND OWLEDGE AND BELIEF. PAGE 3 OF 3 aP 4 toe 4 County: Parcel No.: Highway: Limits: CSJ: EXHIBIT al Williamson 7 State Highway No. 29 From. Interstate Highway No. 35 To: River Chase Blvd. 0337-01-029 FIELD NOTE DESCRIPTION FOR PARCEL 7 Page 1 of 3 DESCRIPTION OF A 0.077-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 0.72-ACRE TRACT OF LAND, CALLED TRACT VI, CONVEYED TO SAN GABRIEL STORAGE SYSTEM VENTURE BY INSTRUMENT RECORDED IN VOLUME 1121, PAGE 925 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.077-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a'/2" iron rod set with a Texas Department of Transportation (TxDOT) aluminum cap in the proposed northerly right-of-way line of State Highway No. 29 (SH29), 61.00 feet left of Survey Baseline "G" station 167+47.46, same being in the easterly boundary line of a 0.49-acre tract of land, called Tract VII conveyed to San Gabriel Storage System by instrument recorded in Volume 1121 Page 925 of the Official Public Records of Williamson County, Texas, same being in the westerly boundary line of said 0.72-acre tract for the northwesterly corner and POINT OF BEGINNING hereof and from which a capped '/" iron rod set being the northwesterly corner of said 0 72-acre tract and the northeasterly corner of said 0.49-acre tract bears N 02°20'59" W a distance of 164.43 feet, 1) THENCE with said proposed right-of-way line and through the interior of said 0.72-acre tract N 87°39'01' E for a distance of 165.97 feet to a '/2" iron rod set with a TxDOT aluminum cap 61.00 feet left of Survey Baseline "G" station 169+13.43, same being in the westerly boundary line of Lot 1, Good Luck Subdivision, recorded in Cabinet N, Slides 220-221 of the Plat Records of Williamson County, Texas, same being in the easterly boundary line of said 0.72-acre tract for the northeasterly corner hereof; 2) THENCE with the common boundary line of said 0.72-acre tract and Lot 1 S 11°31'28" E for a distance of 20.26 feet to a 'A iron rod found in the existing northerly right-of-way line of SH29, same being the southwesterly corner of said Lot 1, same being the southeasterly corner of said 0 72-acre tract for the southeasterly corner hereof; 3) THENCE with the said existing nght-of-way line S 87°39'01" W for distance of 169.20 feet to a calculated point being the southeasterly corner of said 0 49-acre tract, same being the southwesterly corner of said 0.72-acre tract for the southwesterly corner hereof; 0cniO4 -P ib►+7,P Page 2of3 4) THENCE with the common boundary line of said 0.49-acre tract and 0.72-acre tract N 02°20'59" W for a distance of 20.00 feet to the POINT OF BEGINNING containing 0.077 acre of land, more or less. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. 41/4 M. Stephen Tr esdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 WO42-03-p7.doc Res. a to 2/ 04 Exh,b 4-7, P /9/17 Date • O 0 R. { ) P.O.B. P.U.E P.O.R. O.P.R.W.C.T. LEGEND 1/2 " IRON ROD FOUND UNLESS 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP TYPE II MONUMENT SET CALCULATED POINT PROPERTY LINE RECORD INFORMATION POINT OF BEGINNING PUBLIC UTILITY EASEMENT POINT OF REFERENCE OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS PLAT RECORDS WILLIAMSON COUNTY, TEXAS LINE BREAK WOOD FENCE SAN GABRIEL STORAGE SYSTEM VENTURE 0.49 AC. TRACT VII VOL 1121, PG. 925 O.P.R.W.C.T. / NOTED LINE TABLE NUM DIRECTION DISTANCE LI N 87°39'01" E 165.97' L2 S 11°31'28" E 20.26' L3 S 87°39'01" W 169.20' L4 N 02°20'59" W 20.00' CITIZENS MEMORIAL GARDEN CEMETERY P.O.B. PARCEL 7 167+47.46 61.00' LT SURVEY BASELINE "G" N 87° 39' 01" E / S 25 0 50 SCALE I" = 100' R SURJ E7 P�?•?PCB NO Age JOSS p95-0 siUg6 0 558 SAN GABRIEL 2 STORAGE N10 SYSTEM o'i9° (11 VENTURE 1v°`N CALLED 0.72 AC. °' TRACT VI N\t VOL. 1121, PG. 925 IvVw .p O,P.R.W.C.T. �' o LI L3 L',--q LOT I GOOD LUCK SUBDIVISION CAB. N, SLD. 220-221 P.R:W.C.T. 169+13.43 61.00' LT PROPOSED R.0 EXISTING R.O.W. 100 168+00 170.00 1035.00 0.077 ACRE 1037 00 1040•00 STATE HIGHWAY NO. 29 EXISTING R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR RIGHT—OF—WAY ACQUISITION PURPOSES. THERE MAY BE EASEMENTS O R OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION L, D THT THIS PLAT IS TRUE AND CORRECT TO THE BE at +. KNOWLEDGE AND BELIEF. �UAL (/6 M. ST 'H N T'UESDALE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PM. (512) 238-1200, FAX (512) 38-1251 RIGH STAT WILLIAMSON PARCEL 7 CSJ NO. 0337-01-029 PAGE 3 OF 3 County: Parcel No.: Highway: Limits• CSJ: EXHIBIT Williamson 8 State Highway No. 29 From: Interstate Highway No. 35 To. River Chase Blvd. 0337-01-029 FIELD NOTE DESCRIPTION FOR PARCEL 8 Page 1 of 3 DESCRIPTION OF A 0.141-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF LOT 1, GOOD LUCK SUBDIVISION RECORDED IN CABINET N, SLIDES 220-221 OF THE PLAT RECORDS OF WILLIAMSON COUNTY TEXAS, SAID 0 141-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a lc iron rod set with a Texas Department of Transportation (TxDOT) aluminum cap in the proposed northerly right-of-way line of State Highway No. 29 (SH29), 61.00 feet left of Survey Baseline "G" station 172+20.94, same being in the westerly boundary line of a 1.414-acre tract of land conveyed to Michael S. Cumberland, Trustee, by instrument recorded in Document No. 2003096386 of the Official Public Records of Williamson County ,Texas, same being in the easterly boundary line of said Lot 1 for the northeasterly corner and POINT OF BEGINNING hereof and from which a ' " iron rod found being the northwesterly corner of said 1.414-acre tract and northeasterly corner of said Lot 1 bears N 11 °35'30' W a distance of 321.13 feet; 1) THENCE with the common boundary line of said 1.414-acre tract and Lot 1 S 11°35'30" E for a distance of 20.26 feet to a calculated point in the existing northerly right-of-way line of SH29 same being the southwesterly corner of said 1.414-acre tract, same being the southeasterly corner of said Lot 1 for the southeasterly corner hereof; 2) THENCE with the said existing right-of-way line S 87°39'01" W for a distance of 307.53 feet to a 1/2' iron rod found being the southeasterly corner of a 0.72-acre tract of land, called Tract VI and conveyed to San Gabriel Storage System Venture by instrument recorded in Volume 1121, Page 925 of the Official Public Records of Williamson County, Texas, same being the southwesterly corner of said Lot 1 for the southwesterly corner hereof; 3) THENCE with the common boundary line of said 0.72-acre tract and Lot 1, N 11°31'28" W for a distance of 20.26 feet to a IA" iron rod set with a TxDOT aluminum cap in said proposed right-of-way line, 61 00 feet left of Survey Baseline "G' station 169+13.43, for the northwesterly corner hereof © 2.oij-P � p e1e43 Exh*b Page 2 of 3 4) THENCE with said proposed right-of-way line and through the interior of said Lot 1 N 87°39'01" E for a distance of 307.51 feet to the POINT OF BEGINNING containing 0.141 acre of land, more or Tess This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. (.0714 M. Ste'phen ruesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 W042-03-p8.doc Res. Exhtb / Date LEGEND N 1/2 IRON ROD FOUND UNLESS NOTED O 1/2 ' IRON ROD SET W/ TXDOT ALUMINUM CAP TYPE II MONUMENT SET A CALCULATED POINT t PROPERTY LINE ( ) RECORD INFORMATION P .O.B. POINT OF BEGINNING P U E PUBLIC UTILITY EASEMENT P .O.R. POINT OF REFERENCE O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS P.R.W.0 T. PLAT RECORDS A WILLIAMSON COUNTY, TEXAS —V— LINE BREAK wirmni 0 // WOOD FENCE / SAN GABRIEL STORAGE SYSTEM VENTURE CALLED 0.72 AC. TRACT VI VOL. 1121, PG. 925 O.P.R.W.C.T. Elwam 169+13.43 61.00' LT I PROPOSED R.O.W. EXISTING R.O. OEt\P� OP�O�N LINE TABLE NUMBER DIRECTION DISTANCE LI S II°35'30" E 20.26' L2 N II°31'28" W 20.26' LOT I G000 LUCK SUBDIVISION CAB N, SLD, 220-221 P.R.W.C.T. 11 L N 87°39'OI' E 307.511 307.531 S 87°39101" W S 25 0 50 100 III '.ii'.. III II II MINE SI SCALE 1" = 100' PARCEL 8 r�UC\1E`( p N� Si R Pc1 NO 5 0.141 ACRE MICHAEL S. CUMBERLAND, TRUSTEE CALLED 1.414 AC. DOC. NO. 2003096386 O.P.R.W.C.T. P.O.B. PARCEL 8 172+20.94 61.00' LT \ A 1 1 1 I 1 I 1 1 SURVEY BASELINE NG" N 87° 39' 01" E 168.00 170 00 172.00 174.00 1037+00 STATE HIGHWAY NO. 29 1040.00 N 87° 39' 01" E EXISTING R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR RIGHT-OF-WAY ACQUISITION PURPOSES THERE MAY BE EASEMENTS O R OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UND "_ + RECTION AND SUPERVISIO AND THAT THIS PLAT IS TRUE AND CORRECT TO THEW n `'^4WLEDGE AND BELIEF. r ''1 M. STEPHEN TRUESDXLE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 P11. (5121238-1200, FAX (512) 238-1251 RIGHT STATE HIy4: r ,;� 29 WILLIAMSON COUNTY, TEXAS PARCEL 8 CSJ NO. 0337-01-029 PAGE 3 OF 3 ©&zz©4-P County: Parcel No.: Highway: Limits: CSJ: EXHIBIT 9, Williamson 9 State Highway No. 29 From. Interstate Highway No. 35 To: River Chase Blvd. 0337-01-029 FIELD NOTE DESCRIPTION FOR PARCEL 9 Page 1 of 3 DESCRIPTION OF A 0.103-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 1.414-ACRE TRACT OF LAND CONVEYED TO MICHAEL S. CUMBERLAND, TRUSTEE, BY INSTRUMENT RECORDED IN DOCUMENT NO. 2003096386 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0 103- ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/" iron rod set with a Texas Department of Transportation (TxDOT) aluminum cap in the proposed northerly right-of-way line of State Highway No. 29 (SH29), 61.00 feet left of Survey Baseline "G" station 172+20.94 same being in the easterly boundary line of Lot 1 Good Luck Subdivision, recorded in Cabinet N, Slides 220-221 of the Plat Records of Williamson County Texas, same being in the westerly boundary line of said 1 414-acre tract for the northwesterly corner and POINT OF BEGINNING hereof and from which a 1/z" iron rod found being the northwesterly corner of said 1 414-acre tract and northeasterly corner of said Lot 1 bears, N 11 °35'30" W a distance of 321.13 feet; 1) THENCE with said proposed right-of-way line and through said 1.414-acre tract N 87°39'01" E for a distance of 97 04 feet to a Type II TxDOT monument set 61.00 feet left of Survey Baseline "G" station 173+17 98 for an angle point hereof; 2) THENCE continuing with said proposed right-of-way line N 33°04'18" E for a distance of 79.76 feet to a Type II TxDOT monument set, 126.00 feet left of Survey Baseline "G" station 173+64.21 in the westerly line of a 1.78-acre tract of land conveyed to Judy Wolf Hindelang, et al, by instrument recorded in Document No 2003053281 of the Official Public Records of Williamson County, Texas same being in the easterly boundary line of said 1.414-acre tract for the northeasterly corner hereof; 3) THENCE with the common boundary line of said 1 78-acre tract and 1 414-acre tract S 05°02'69" E for a distance of 85.09 feet to a calculated point in the existing northerly right-of-way line of SH29 same being the southwesterly corner of said 1.78-acre tract, same being the southeasterly corner of said 1.414-acre tract for the southeasterly corner hereof, from which a 1/" iron rod found bears S 05°02'59' E a distance of 0.76 feet; V. P h; ,` ,1' Page 2 of 3 4) THENCE with the said existing right-of-way line S 87°39'01" W for a distance of 144.02 feet to a calculated point being the southeasterly corner of said Lot 1, same being the southwesterly corner of said 1.414-acre tract for the southwesterly corner hereof; 5) THENCE with the common boundary line of said Lot 1 and 1.414-acre tract N 11°35'30" W for a distance of 20.26 feet to the POINT OF BEGINNING containing 0.103 acre of land, more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That 1, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Ste •henrfruesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 WO42-03-p9.doc Date N S 25 0 50 SCALE 1" = 100' 100 • l LOT I GOOD LUCK SUBDIVISION CAB. N, SLD. 220-2 P.R.W.C.T. EXIST. R.O.W. S 05°02'59" E 0.76' DETAIL "A" NOT TO SCALE { P.O.R. 1 PARCEL 9 1 21 gl E F \E\ 5osS tzZ cn{O" o{o W W to c9 1s �= i o i° Ut{A(V .1?1ow PARCEL 9 1 172+20.94 61.00' LT \ 1 PROPOSED R.O.W. L4 MICHAEL S. CUMBERLAND, TRUSTEE CALLED 1.414 AC. DOC. NO. 2003096386 O.P.R.W.C.T. 0.103, ACRE 173+17.98 61.001 LT -, EXISTING R.O.W. SURVEY BASELINE "G" N 87° 39' 01" E LEGEND • 1/2 " IRON ROD FOUND UNLESS NOTED O 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP TYPE II MONUMENT SET CALCULATED POINT PROPERTY LINE RECORD INFORMATION P OINT OF BEGINNING PUBLIC UTILITY EASEMENT P OINT OF REFERENCE O FFICIAL PUBLIC RECORDS W ILLIAMSON COUNTY, TEXAS P LAT RECORDS W ILLIAMSON COUNTY, TEXAS x WIRE FENCE 0 A ( t ) P.O.B P.U.E. P.O.R O.P.R.W.C.T. P.R.W.C.T. 13 "'dl z I 0 (31 1 c 0 o 1 cn o ill; rn cn N to c I ,1 O t in ? 173+64.21 Are 126.00 LT LI L3 N 0 0 03 0 P 0 ON wiz t*1 rt--, x� o EXISTING R.O. SEE DETAIL "A" LINE TABLE NUM DISTANCE DIRECTION LI N 87°39101H E 97.04' L2 N 33°04'18" E 79.76' L3 S 87°39'01° W 144.02' L4 N U°35'30" W 20.26' JUDY WOLF HINDELANG, et al 1.78 AC. DOC. NO. 2003053281 O.P.R.W.C.T. 1 1 1 1 1 1 1 1 1 1 PROPOSED R.O.W. • 170*00 175+00 1040+00 N 87° 39' 01" E STATE HIGHWAY NO. 29 EXISTING R.O.W. -° N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR RIGHT -OF --WAY ACQUISITION PURPOSES. THERE MAY BE EASEMENTS O R OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNIRECTION AND SUPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO TH OWLEDGE AND BELIEF. (004-1 M. STEHETRUESD LE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512) 238-1200, FAX (512) 238-1251 r Qct N.uif 0 RIGH aA vWY .SIC _>H STATE O. 29 WILLIAMSON COUNTY, TEXAS PARCEL 9 CSJ NO. 0337-01-029 PAGE 3 OF 3 Res. O(ezzoc1-P Richt6;+ q) p _:e 3rf3 Page 1 of 3 EXHIBIT `C County: Williamson Parcel No.: 14 Highway: County Road No. 265 West FIELD NOTE DESCRIPTION FOR PARCEL 14 DESCRIPTION OF A 0.045-ACRE TRACT OF LAND SITUATED IN THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO 498, IN WILLIAMSON COUNTY TEXAS, BEING A PORTION OF LOT 2, BONNETT SUBDIVISION, RECORDED IN CABINET Q, SLIDES 119- 120 OF THE PLAT RECORDS OF WILLIAMSON COUNTY TEXAS SAID 0.045-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a capped '/2" iron rod set in the existing westerly right-of-way line of County Road No 265 West (CR265W) and the easterly boundary line of said Lot 2 for the northerly corner and POINT OF BEGINNING hereof and from which a 1/2" iron rod found in the northeasterly corner of Lot 1 of said Bonnett Subdivision bears N 20°46'31" W a distance of 471 68 feet; 1) THENCE with the common boundary line of said Lot 2 and CR265W S 20°46'31" E for a distance of 114.00 feet to a calculated point in the proposed northerly right-of-way line of State Highway No 29 for the southeasterly corner hereof and from which the calculated southeasterly corner of said Lot 2 bears S 20°46'31" E a distance of 89 59 feet; 2) TH,ENCE with the said proposed northerly right-of-way line and through said Lot 2 S 87°39'01" W for a distance of 36.03 feet to a Texas Department of Transportation (TxDOT) Type II concrete monument set for the southwesterly corner hereof and from which a TxDOT Type II concrete monument in said proposed northerly right-of-way line bears S 35°13'10" W a distance of 82.01 feet; County: Williamson Parcel No.: 14 Highway: County Road No. 265 West Page2of3 3) THENCE departing said proposed northerly right-of-way line and through said Lot 2 N 02°20'59" W for a distance of 108.16 feet to the POINT OF BEGINNING containing 0.045 acre of land, more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Ste en T esdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 WO43-03-p14.doc D to 2.‘3 0 LEGEND I/2" IRON ROD FOUND UNLESS NOTED TYPE 11 MONUMENT (TxDOT) A CALCULATED POINT O I/2" CAPPED IRON ROD SET It PROPERTY LINE ( ) RECORD INFORMATION P.O.B. POINT OF BEGINNING P .U.E. PUBLIC UTILITY EASEMENT P .O.R. POINT OF REFERENCE O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY, TX /R x WIRE FENCE LINE BREAK LOT I BONNETT SUBDIVISION CAB. 0, SLD. 119-120 P.R.W.C.T. LINE TABLE \ NUM DISTANCE DIRECTION LI S 20°46'31" E 114.00' L2 S 87°39'OI" W 36.03' L3 N 02°20'59" W 108.16' L4 S 20°46131" E 89.59' L5 S 35°13'10" W 82.01' \ Ft, SOR\I�� O Ag8 LOT 2 BONNETT SUBDIVISION \ CAB. 4, SLD. 119-120 P.R.W.C.T. \ \ P.O.B.'°" PARCEL 14 PROPOSED R 0 W r 0.045N ACRE, \ L2 25 0 1 N S 50 SCALE 1" = 100' 100 PROPOSED R.O.W. WESTINGHOUSE ROAD VENTURES, et al 4.00 ACRES DOC. NO. 2002018686 2002001637 O.P.R.W.C.T. 'L \ \-;`Cn \ Nam, ` PROPOSED EXISTING R.O.W. STATE HIGHWAY NO. 29 (ROW VARIES) R.O.W. EXISTING R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND °- :DIRECTION AND SUPERVISI��, ANp THAT THIS PLAT IS TRUE AND CORRECT TO T aE'HE TRUESDAL`E`��� REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (5121238-I200,FAX (512)238-1251 OWLEDGE AND BELIEF. RIG:-�y„ COUNT65 W WILLIAMSON COUNTY, TEXAS PARCEL 14 BONNETT SUBDIVISION PAGE 3 OF 3 Res. dofnc#-p Ex h eb e+ 14, p Ale 3 of 3 EXHIBIT County: Williamson Parcel No.: 15 Highway: County Road No. 265 West FIELD NOTE DESCRIPTION FOR PARCEL 15 Page 1 of 4 DESCRIPTION OF A 0.892-ACRE TRACT OF LAND SITUATED IN THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO. 498, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 2.54-ACRE TRACT OF LAND AND A 4.00-ACRE TRACT OF LAND CONVEYED TO WESTINGHOUSE ROAD VENTURES, ET AL, BY INSTRUMENTS RECORDED IN DOCUMENT NOS 2002001637 AND 2002018686 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0 892-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Texas Department of Transportation (TxDOT) Type II concrete monument set in the proposed northerly right-of-way line of State Highway No. 29 for the southeasterly corner and POINT OF BEGINNING hereof and from which a TxDOT Type II concrete monument set in said proposed northerly right-of-way line of SH29 bears S 47°20'59" E a distance of 70.71 feet; 1) THENCE with said proposed northerly right-of-way line and through the interior of said 4.00-acre tract S 87°39'01" W for a distance of 25.04 feet to a calculated point in the existing easterly right-of-way line of County Road No. 265 West (CR265W) and the westerly boundary line of said 4.00-acre tract for the southwesterly corner hereof; 2) THENCE with said existing easterly right-of-way line N 20°29'39" W for a distance of 310.20 feet to a 1/s" iron rod found in the northwesterly corner of said 4.00-acre tract and the southwesterly corner of said 2.54-acre tract for an angle point hereof; 3) THENCE with said existing easterly right-of-way line N 20°39'20" W for a distance of 200.50 feet to a'/' iron rod found being the southwesterly corner of Connell Cemetery and the most westerly northwest corner of said 2.54-acre tract for the most westerly northwest corner hereof; THENCE departing said existing easterly right-of-way line and with the common boundary line of said 2.54-acre tract and Connell Cemetery the following (2) courses numbered 4 and 5: 4) N 75°18'30" E for a distance of 27.88 feet to a '/2" iron rod found being an interior corner of said 2 54-acre tract and the southeasterly corner of said Connell Cemetery for an interior corner hereof; County: Williamson Parcel No.: 15 Highway: County Road No. 265 West Page 2 of 4 5) N 03°55'33" W for a distance of 61.23 feet to a capped 1/2" iron rod set in the existing southerly right-of-way line of CR265 same being in the northeasterly corner of said Connell Cemetery and the most northerly northwest corner of said 2 54-acre tract for the most northerly northwest corner hereof; 6) THENCE with said existing southerly right-of-way line and northerly boundary line of said 2 54-acre tract S 88°19'17" E for a distance of 86.97 feet to a capped '/2" iron rod set for the northeasterly corner hereof and from which a calculated point in the northeasterly corner of said 2.54-acre tract bears S 88°19'17" E a distance of 341.26 feet THENCE departing said existing southerly right-of-way line and through the interior of said 2.54-acre and 4.00-acre tracts the following (5) courses numbered 8 through 12; 7) S 42°39'00" W for a distance of 27.95 feet to a capped %" iron rod set for an angle point hereof; 8) S 03°55'33" E for a distance of 75.06 feet to a capped'/2" iron rod set in the beginning of a curve to the left; 9) Along the arc of said curve 147.87 feet, having a radius of 286.96 feet, a central angle of 29°31'29", and a chord which bears S 18°41'18 E a distance of 146.24 feet, to a capped "l2" iron rod set in the beginning of a curve to the right; 10) Along the arc of said curve at 18.80 feet pass the common boundary line of said 2 54-acre and 4.00-acre tracts and continuing for a total arc distance of 184.55 feet having a radius of 339.99 feet, a central angle of 31°06'03", and a chord which bears S 17°54'01" E a distance of 182.29 feet to a capped %" iron rod set; ©(©22©q•e Ib;4, 16, p County: Williamson Parcel No.: 15 Highway: County Road No. 265 West Page 3 of 4 11) S 02°20'59" E a distance of 135.45 feet to the POINT OF BEGINNING and containing 0.892 acre of land more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Stephen ruesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 W043-03-p15.doc Re oozz p ettet tr kete4 O9- 25 0 S 50 100 (CEMETERY SCALE 1" = 100' CONNELL LEGEND • 1/2 ' IRON ROD FOUND TYPE II MONUMENT CALCULATED POINT I/2" CAPPED IRON ROD SET N � 0 PROPERTY LINE �' 'o \ Z ry RECORD INFORMATION POINT OF BEGINNING RIGHT-OF-WAY POINT OF REFERENCE OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY, TEXAS 0 O R ( ) P.O.B R.O.W P.O.R. O.P.R.W.C.T. NUMBER DIRECTION DISTANCE LI N 20° 39'20" W 75.17' L2 N 75°18'30" E 27.88' L3 N 03°55'33" W 61.23' L4 S 88°19'17" E 86.97' L5 S 42°39'00" W 27.95' L6 S 03°55'33" E 75.06' L7 S 87°39'OI" W 25.04' L8 S 47°20'59" E 70.71' L9 S 20°29'10" E 89.45' o. O • N 6? 0 COUNTY ROAD NO. 265 L4 (ROW VARIES) \ PROPOSED R.O.W. NUMBER CI C2 C3 DELTA II 32 00 29° 31 29 31 06 03 RADIUS 403.93 286.96 339.99 ARC 81.31 147.87 184.55 CHORD 81.17 146.24 182.29 CHORD BEARING N 09° 41 33 W S 18241 18 E S I7 54 01 E 1 S 88°19117" 341.26' pN pULSIFQR498VBY JOSS ABSTRACT N WESTINGHOUSE ROAD VENTURES, et at 2 54 ACRES DOC. NO. 2002018686 2002001637 O.P.R.W.C.T. 0 0 PROPOSED R.O.W. EXISTING R.O.W.\ NOTES: STATE HIGHWAY NO. 29 ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. ROW VARIES COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE ) SYSTEM, NAD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. 0 oW N cn 01N cn cn c9 - R WESTINGHOUSE ROAD VENTURES, et al 4.00 ACRES DOC. NO. 2002018686 2002001637 O.P.R.W.C.T. P.O.B. -a—PARCEL 15 • \� \cs> \ P.O.R. �q PARCEL 15 o PROPOSED R.O.W. EXISTING R.O.W. THIS SURVEY WAS PERFORMED FOR RIGHT-OF-WAY PURPOSES. THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND U SUPERVISIO ' AND THAT THIS PLAT IS TRU AND CORRECT TO THE M. TEPHEN RUESDALE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512) 238-1200, FAX (512) 238-1251 TION.AND EDGE AND BELIEF. PAGE 4 OF 4 RIG ` %, = CH COUNTY 265 W WILLIAMSON COUNTY, TEXAS PARCEL 15 WESTINGHOUSE ROAD VENTURES, et al Res. 0to22off- P & h1bi+ 15, P EXHIBIT 1 Parcel No.: 1 E County: Williamson Owner: NSJS Limited- Partnership FIELD NOTE DESCRIPTION FOR 0.172 ACRE Page 1 of 3 DESCRIPTION OF A 0.172-ACRE TRACT OF LAND SITUATED IN THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO. 498, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 7.418-ACRE TRACT OF LAND CONVEYED TO NSJS LIMITED PARTNERSHIP BY INSTRUMENT RECORDED IN DOCUMENT NO. 199984627 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.172-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a calculated point in the westerly boundary line of Lot 1, Bonnett Subdivision, recorded in Cabinet Q, Slides 119-120 of the Plat Records of Williamson County, Texas and in the easterly boundary line of that portion of said 7.418-acre tract lying easterly of River Chase Boulevard (easterly portion) for the northeasterly corner and POINT OF BEGINNING hereof and from which a '/' iron rod found being the northwesterly corner of said Lot 1 and most northeasterly corner of said 7 418-acre tract bears N 02°23'16" W a distance of 458.80 feet; 1) THENCE with the common boundary line of said 7.418-acre tract and Lot 1 S 02°23'16" E for a distance of 15.00 feet to a capped '/2" won rod set in the proposed northerly right-of-way line of State Highway No. 29 for the southeasterly corner hereof; 2) THENCE with said proposed right-of-way line and through the interior of the easterly portion of said 7 418-acre tract S 87°39'01' W for a distance of 498.49 feet to a Type 11 monument set in the easterly curving right-of-way line of River Chase Boulevard (right- of-way varies) as shown on River Chase, Final Plat, recorded in Cabinet Q Slide 186- 192 of the Plat Records of Williamson County, Texas, and being the beginning of a curve to the right and southwesterly corner hereof: THENCE with said easterly right-of-way line and westerly boundary line of the easterly portion of said 7.418-acre tract the following (2) courses labeled 3 and 4: 3) Along the arc of said curve 4.27 feet, having a radius of 25.00 feet, an interior angle of 9°47'03", and a chord which bears N 07°16'15" W for a distance of 4.26 feet to a calculated point of tangency of said curve. 4) N 02°22'44" W for a distance of 10.75 feet to a calculated point being the northwesterly corner hereof; Page 2 of 3 5) THENCE departing said easterly right-of-way line and through the interior of the easterly portion of said 7.418-acre tract N 87°39'01" E for a distance of 498.85 feet to the POINT OF BEGINNING and containing 0.172-acre of land, more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF WILLIAMSON § That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. Ittiot ktifog{ a M. ephe Truesdald Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 COG-SH29-ESMT-1 E doc e.o ©4-' Bchibi iE, p - e Z v3 zit-4x (12-1- N LEGEND • TYPE I CONCRETE MONUMENT FOUND 17 TYPE II MONUMENT SET O 1/2 " IRON PIPE FOUND UNLESS NOTED O 1/2 ° IRON ROD SET W/ PLATIC CAP • 1/2 " IRON ROD FOUND UNLESS NOTED 1/2 " IRON ROD FOUND CAPPED CALCULATED POINT PK NAIL FOUND FENCE POST PROPERTY LINE CENTER LINE RECORD INFORMATION P.Q.B. POINT OF BEGINNING P.O.R. POINT OF REFERENCE O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY. TEXAS P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY, TEXAS WIRE FENCE EXISTING R.O.W. CI = 9°47'03" R = 25.00' L = 4.27' C = 4.26' CB=N07°I6'I5"W SEE DETAIL JOSEPH P. PULSIFER SURVEY ABSTRACT NO 498 0.172 ACRE N 02°22'44" W 10.75' 0.172 ACRE CI PROPOSED R.O. DETAIL "A" NOT TO SCALE S 25 0 50 SCALE IN = 100' NSJS LIMITED PARTNERSHIP EASTERLY PORTION 7.418 ACRE DOC.# 199984627 O.P.R.W.C.T. 15' N 87°39'OI" E 498.85' PROPOSED R.O.W. 3 S 87°39'01" W 498.49' EXISTING R.O.W. P.O.R. t PARCEL IE ap 100 O co 03 to M N 0 N 0 z 1- 0 -J BONNETT SUBDIVISION CAB. Q., SLD. 119-120 1- 0 0_ i S 02°23'I6" E P.O.B. i 15.00' PARCEL IE / STATE HIGHWAY NO. 29 (ROW VARIES) r EXISTING R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES THERE MAY BE EASEMENTS OR O THER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER Y DIRECTION AND SUPERVISION AND THAT THIS PLAT IS TRUE,AND CORRECT TO THE B M. STEPHENITRUESDALE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512)238-1200,FAX (S12)238-1251 KNOWLEDGE AND BELIEF. 15' PERM' '� .!",T<` MENT NSJS LIMITED PARTNERSHIP 0.172 ACRE PAGE 3 OF 3 J •I,_'Lai 1G 0,1a0 Page 1 of 4 EXHIBIT ;RE Parcel No.: 2E County: Williamson Owner: Lot 1, Bonnett Subdivision FIELD NOTE DESCRIPTION FOR 0.443 ACRE DESCRIPTION OF A 0.443-ACRE TRACT OF LAND SITUATED IN THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO 498, IN WILLIAMSON COUNTY TEXAS, BEING A PORTION OF LOT 1, BONNETT SUBDIVISION, RECORDED IN CABINET Q, SLIDES 119- 120 OF THE PLAT RECORDS OF WILLIAMSON COUNTY TEXAS SAID 0.443-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a calculated point in the easterly boundary line of a 7.418-acre tract of land conveyed to NSJS Limited Partnership by instrument recorded in Document No. 199984627 of the Official Public Records of Williamson County ,Texas, same being in the westerly boundary line of said Lot 1 for the northwesterly corner and POINT OF BEGINNING hereof and from which a '/2" iron rod found being the northwesterly corner of said Lot 1 and northeasterly corner of said 7.418-acre tract bears N 02°23'16" W a distance of 458.80 feet; 1) THENCE through the interior of said Lot 1 N 87°39'01 E for a distance of 1283.96 feet to a calculated point in the westerly boundary line of Lot 2 of said Bonnett Subdivision and the easterly boundary line of said Lot 1 for the northeasterly corner hereof and from which a 1/2" iron rod found being the northwesterly corner of said Lot 2 and an interior corner of said Lot 1 bears N 20°43'46" W a distance of 363.50 feet; 2) THENCE with the common boundary line of said Lot 1 and Lot 2 S 20°43'46" E for a distance of 15.81 feet to a capped '/2' iron rod set in the proposed northerly right-of-way line of State Highway No. 29 (SH29) for the southeasterly corner hereof; 3) THENCE with the said proposed right-of-way line and through the interior of said Lot 1 S 87°39'01" W for a distance of 1288 93 feet to a capped '/2' iron rod set in the easterly boundary line of said 7.418-acre tract and the westerly boundary line of said Lot 1 for the southwesterly corner hereof; Page 2of4 4) THENCE with the common boundary line of said 7.418-acre tract and Lot 1 N 02°23'16" W for a distance of 15.00 feet to the POINT OF BEGINNING containing 0.443 acre of land, more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. Ste eri TrLesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 M. STEPHEN TRUES©ALE COG-SH29-ESMT-2E doc F P.O.R. 1 PARCEL 2E ( ( O 00 I p o 0j 6? m md. 3 W w o o— i• n O M o ° ° N p O p cn z z o co 0 o 9-�- Lo —1 m z co c-o (°n-o h 'J� Hi m -+ N z .J O IPOB PARCEL 2E S 25 0 50 SCALE I" = 100' 0.443 ACRE 100 LEGEND • 1/2 " IRON ROD FOUND UNLESS NOTED O 1/2 " IRON ROD FOUND CAPPED © COTTON GIN SPINDLE FOUND A CALCULATED POINT O 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP re' PROPERTY LINE ) RECORD INFORMATION P.O.B. POINT OF BEGINNING P.U.E. PUBLIC UTILITY EASEMENT P.O.R. POINT OF REFERENCE P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY, TEXAS O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS WIRE FENCE JOSEPH P. PULSIFER SURVEY ABSTRACT NO. 498 LOT I BONNETT SUBDIVISION CAB. Q SLD. 119-120 P R.W.C.T. 15' N 87°39'01" E L2—. \ x 283.96' 1 PROPOSED R.O.W. S 87°39'01H W 1288.93' �c----x EXISTING R.O.W. STATE HIGHWAY NO. 29 (ROW VARIES) EXISTING R.O.W n 2 r_ z m JO b 2OVd 33S Ix / NOTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. PAGE 3 OF 4 INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512) 238-1200 FAX (512) 238-1251 PARCEL 2E 15' PERMANENT EASEMENT LOT I BONNETT SUBDIVISION 0.443 ACRE LZ P ►1 ;4- 2E. LEGEND • I/2 " IRON ROD FOUND UNLESS NOTED OO 1/2 " RON ROD FOUND CAPPED O COTTON GIN SPINDLE FOUND O CALCULATED POINT O 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP R. PROPERTY LINE ( ) RECORD INFORMATION P .O.B. POINT OF BEGINNING P .U.E. PUBLIC UTILITY EASEMENT P .O.R. POINT OF REFERENCE P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY, TEXAS O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS x WIRE FENCE 17dOC3DVd33S LINE TABLE JOSEPH P PULSIFER SURVEY ABSTRACT NO. 498 NUMBER DIRECTION DISTANCE LI S 20°43146" E 15.81' L2 N 02°23116u W 15.00' 2NIlHOJNW LOT I BONNETT SUBDIVISION CAB Q, SLD. 119-120 P.R.W.C.T. N 87°39'01" E 1283.96' 15' work.. E 25 0 50 100 SCALE 1" = 100' 00.443 ACRE \ \ ./ S 87°39'01" W 1288.93' Y. - C--r-X -x Y -y X -Yr x x EXISTING R.O.W. EXISTING R.O.W PROPOSED R.O.W. STATE HIGHWAY NO. 29 (ROW VARIES) EXISTING R.O. x NOTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION ANDTHATTHIS PLAT IS TRUE AND CORRECT TO THE BEST NOWLEDGE AND BELIEF. L//ucc JJ 2// ( M. S EP EN 'tRUESDAL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 P11. (512) 238-1200, RAX (512) 238-1251 15' PERMA LOT 1 BONNETT UBDIVISION 0.443 ACRE PAGE 4 OF 4 © c0 i�zo4 - P k e 1. // P l EXHIBIT BE: - Parcel No.: 3E County: Williamson Owner: Lot 2, Bonnett Subdivision FIELD NOTE DESCRIPTION FOR 0.102 ACRE Page 1 of 3 DESCRIPTION OF A 0.102-ACRE TRACT OF LAND SITUATED IN THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO 498, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF LOT 2, BONNETT SUBDIVISION, RECORDED IN CABINET Q, SLIDES 119- 120 OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.102-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a calculated point in the easterly boundary line of Lot 1 of said Bonnett Subdivision and the westerly boundary line of said Lot 2 for the northwesterly corner and POINT OF BEGINNING hereof and from which a'/a" iron rod found being an interior corner of said Lot 1 and northwesterly corner of said Lot 2 bears N 20°43'46" W a distance of 363.50 feet; THENCE through the interior of said Lot 2 the following (3) courses labeled 1 through 3: 1) N 87°39'01" E for a distance of 89.89 feet to a calculated angle point hereof; 2) N 35°13'10" E for a distance of 69.52 feet to a calculated angle point hereof; 3) N 02°20'69" W for a distance of 148.08 feet to a calculated point in the westerly right-of- way line of County Road No 265 (CR265) and the easterly boundary line of said Lot 2 being the northerly corner hereof and from which a'IW" iron rod found in the northeasterly corner of said Lot 1 bears N 20°46'31" W a distance of 424.22 feet, 4) THENCE with the common boundary line of said Lot 2 and CR265 S 20°46'31" E for a distance of 47.46 feet to a calculated point in the proposed westerly right-of-way line of CR265 being the northeasterly corner hereof, 5) THENCE with said proposed westerly right-of-way line S 02°20'69" E for a distance of 108.16 feet to a Type II concrete monument set in the proposed northerly right-of-way line of State Highway No. 29 being an angle point hereof; THENCE with said proposed northerly right-of-way line the following (2) courses labeled 6 and 7: 6) S 35°13'10" W for a distance of 82.01 feet to a Type 11 monument set for an angle point hereof; Res. a0 z E hibi+ P P Io43 Page 2of3 7) S 87°39'01" W for a distance of 92.29 feet to a capped '/z" iron rod set in the easterly boundary line of said Lot 1 and the westerly boundary line of said Lot 2 being the southwesterly comer hereof; 8) THENCE with the common boundary line of said Lot 1 and Lot 2 N 20°43'46" W for a distance of 15.81 feet to the POINT OF BEGINNING containing 0.102 acre of land, more or Tess. This property description is accompanied by a separate parcel plat. Alt bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. La," l fj cceet M. Stephen'Truesda Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 COG-SH29-ESMT-3E.doc am ate Res.O(c..dQ Ech ba , p 25 0 S 50 SCALE I" a 100' 100 LOT I BONNETT SUBDIVISION CAB. 0, SLO. 119-120 P.R.W.C.T. JOSO)pN, p,G P.O.R. \ PARCEL 3E PROPOSED R.O.W. 4‘41-EXISTING R.O.W. x x LINE TABLE LEGEND ■ TYPE I CONCRETE MONUMENT FOUND • 1/2" IRON ROD FOUND UNLESS NOTED © COTTON GIN SPINDLE FOUND TYPE II MONUMENT SET O CALCULATED POINT O I/2" IRON ROD SET W/ TXDOT ALUMINUM CAP Q PROPERTY LINE ( ) RECORD INFORMATION P .O.B. POINT OF BEGINNING P.U.E. PUBLIC UTILITY EASEMENT P .O.R. POINT OF REFERENCE O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS WIRE FENCE 0 —x LOT 2 BONNETT SUBDIVISION CAB. Q, SLD. 119-120 P.R.W.C.T. P.O.B. \\ PARCEL 3E s L6 )( Y X X X X NUM DIRECTION DISTANCE LI N 87°39'01" E 89.89' L2 N 35°13'10" E 69.52' L3 S 20°46131" E 47.46' L4 S 35°13'IO" W 82.01' L5 S 87°39101H W 92.29' L6 N 20°43'46" W 15.81' WILLIAM M. BOOTH BILL J CHAPMAN, et ux TRACT TWO CALLED 4.00 AC. DOC. NO. 2002018646 DOC. NO. 2002001637 O.P.R.W.C.T. • PROPOSED R.O.W EXISTING R.O.W. y Y/ STATE HIGHWAY NO. 29 (ROW VARIES 0 �,. REF \E- ��e. x--X-X X-X--k —x-x-x-x-x . x MEND S�RP x-x-X-X-X—x--x--- .12-°I 1 - \3 E: �' EXISTING R.O.W. NOTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES THERE MAY BE EASEMENTS OR OTHER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UN SUPERVISIOS AND ,THAT THIS PLAT ISJRU AND CORRECT TO TH M. SSTE'HE + TRUESDA E REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL u ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512)233-1200,FAX (512)238-1251 CTION AND WLEDGE AND BELIEF. 15' PERMANEN A SEMENT LOT 2, BONNETT SUBDIVISION 0.102 ACRE PAGE 3 OF 3 ts. O(oZio4- P EXHIBIT _"_ Parcel No.: 4E County: Williamson Owner: William M. Booth, et al FIELD NOTE DESCRIPTION FOR 0.139 ACRE Page 1 of 3 DESCRIPTION OF A 0.139-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, AND THE JOSEPH P. PULSIFER SURVEY, ABSTRACT NO 498 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 4.00-ACRE TRACT OF LAND, CALLED TRACT TWO AND CONVEYED TO WILLIAM M. BOOTH AND BILL J. CHAPMAN, ET UX, BY INSTRUMENTS RECORDED IN DOCUMENT NO 2002018646 AND DOCUMENT NO 2002001637 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS SAID 0 139-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a Type II monument set in the proposed northerly right-of-way line of State Highway No. 29 (SH29), same being in the westerly boundary line of a 0.33-acre tract of land conveyed to A-TEX Water Proofing, Inc, by instrument recorded in Volume 11601 Page 809 of the Official Public Records of Williamson County, Texas, and the easterly boundary line of said 4.00-acre tract for the southeasterly corner and POINT OF BEGINNING hereof and from which a 1/z" iron rod found being the southwesterly corner of said 0.33-acre tract and southeasterly corner of said 4.00-acre tract bears S 19°58'09" E a distance of 36.72 feet; THENCE with said proposed northerly right-of-way line the following (2) courses labeled 1 and 2: 1) S 87°39'01" W for a distance of 398.62 feet to a Type 11 monument set being the southwesterly corner hereof, 2) N 47°20'69" W for a distance of 21 21 feet to a calculated point being the northwesterly corner hereof and from which a Type II monument set in said proposed northerly right- of-way line bears N 47°20 59' W a distance of 49.50 feet, 3) THENCE departing said proposed northerly right-of-way line and through the interior of said 4.00-acre tract N 87°39 01" E for a distance of 408.86 feet to a calculated point in the westerly boundary line of said 0.33-acre tract and easterly boundary line of said 4 00-acre tract bung the northeasterly corner hereof and from which a square concrete monument found in the easterly boundary line of said 4.00-acre tract and being the northwesterly corner of said 0.33-acre tract bears N 19°58'09" W a distance of 35 31 feet . Ole 220 EKhibi+ 4 P Page 2 of 3 4) THENCE with the common boundary line of said 0.33-acre tract and 4.00-acre tract S 19°58'09" E for a distance of 15.74 feet to the POINT OF BEGINNING containing 0.139 acre of land, more or less. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Stephen Tr'uesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 COG-SH29-ESMT-4E.doc 5. 0102(2. P h:f4E,P S \ 25 0 50 100 SCALE 1" = 100' r cn 02 Zi2 P JpS�PP S LINE TABLE NUM DIRECTION DISTANCE LI S I9°58'09" E 36.72' L2 N 47°20'59" W 21.21' L3 N I9°58'09" W 35.31' L4 S 19°58109" E 15.74' SkYcz,J E"( P��S\ Np' Aga RPc\ N 47°20'59" W 49.50' 15' WILLIAM M. BOOTH BILL J. CHAPMAN, et ux TRACT TWO CALLED 4.00 AC. DOC. NO. 2002018646 DOC. NO. 2002001637 O.P.R.W.C.T. 0.139 ACRE EXISTING R.O.W. LEGEND M SQUARE CONCRETE MONUMENT FOUND O 1/2 " IRON ROD FOUND UNLESS NOTED 0. 1/2 " IRON ROD FOUND CAPPED Cl TYPE II MONUMENT SET A CALCULATED POINT O 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP t PROPERTY LINE { ) RECORD INFORMATION P.O.B. POINT OF BEGINNING P .U.E. PUBLIC UTILITY EASEMENT P .O.R. POINT OF REFERENCE O.P.R.W.C.T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS x WIRE FENCE N 87°39101" E 408.86' S 87°39'OI" W 398.62 x/I I\x J � CITIZENS MEMORIAL GARDEN CEMETERY PROPOSED R.O.W. A-TEX WATER PROOFING INC. 0.33 AC VOL. 1160, PG. 809 O.P.R.W.C.T. x -x--"r - -X STATE HIGHWAY NO. 29 (ROW VARIES) S-\ bpi v -- _ _ u us / LA P.O.B. - PARCEL 4 P.O.R. PARCEL 4 Or Me N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES. THERE MAY BE EASEMENTS OR O THER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MYCTION AND SUPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO THE BEST SEDGE AND BELIEF. MI. STEPHEN T'RUESDAL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR lcitotte INLAND CIVIL ° ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH (512) 238-1200, FAX (512) 238-1251 PAR 15' PERMANENT WILLIAM M. BOOTH, et al 0.139 ACRE PAGE 3 OF 3 D.Z104-P, Sethi f EXHIBIT SE Parcel No.: 5E County: Williamson Owner: A-TEX Water Proofing, Inc. FIELD NOTE DESCRIPTION FOR 0.067 ACRE Page 1 of 3 DESCRIPTION OF A 0.067-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 0 33-ACRE TRACT OF LAND CONVEYED TO A-TEX WATER PROOFING, INC. BY INSTRUMENT RECORDED IN VOLUME 1160, PAGE 809 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS SAID 0.067-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a calculated point in the easterly boundary line of a 4.00-acre tract of land, called Tract Two and conveyed to William M. Booth and Bill J Chapman, et ux, by instruments recorded in Document No. 2002018646 and Document No 2002001637 of said Official Records and the westerly line of said 0.33-acre tract for the northwesterly corner hereof and from which a square concrete monument found in the easterly boundary line of said 4.00-acre tract and being the northwesterly corner of said 0 33-acre tract bears N 19°58'09' W a distance of 35 31 feet; THENCE through the interior of said 0.33-acre tract the following (2) courses labeled 1 and 2: 1) N 87°39'01" E for a distance of 15.74 feet to a calculated angle point hereof; 2) S 84°68'04" E for a distance of 116 75 feet to a calculated point in the westerly boundary line of a 0.49-acre tract of land, called Tract VII, conveyed to San Gabriel Storage System Venture by instrument recorded in Volume 1121, Page 925 of said Official Records and the easterly boundary line of said 0 33-acre tract for the northeasterly corner hereof; 3) THENCE with the common boundary line of said 0.49-acre tract and 0.33-acre tract S 00°46'59" E for a distance of 15 01 feet to a capped '/z" iron rod set in the proposed northerly right-of-way line of State Highway No. 29 for the southeasterly corner hereof; 4) THENCE with the said proposed right-of-way line and through said 0 33-acre tract S 87°39'01" W for a distance of 121.59 feet to a capped '/2" iron rod set in the easterly boundary line of said 4.00-acre tract and westerly boundary line of said 0.33-acre tract for the southwesterly corner hereof and from which a '/z" iron rod found being the southeasterly corner of said 4 00-acre tract and the southwesterly corner of said 0.33- acre tract bears S 19°58'09" W a distance of 20.98 feet; Page 2of3 5) THENCE with the common boundary line of said 4.00-acre tract and 0.33-acre tract N 19°58'09" W for a distance of 31.48 feet to the POINT OF BEGINNING containing 0.067 acre of land, more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83, THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Stephen Truesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 COG-SH29-ESMT-5E doc no4- P +5E, p /971,1 Date LEGEND • SQUARE CONCRETE MONUMENT FOUND • 1/2 " IRON ROD FOUND UNLESS NOTED TYPE 11 MONUMENT SET CALCULATED POINT 1/2 " IRON ROD SET W/ TXDOT ALUMINUM CAP PROPERTY LINE RECORD INFORMATION POINT OF BEGINNING PUBLIC UTILITY EASEMENT POINT OF REFERENCE OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS CHAINLINK FENCE 0 0 { ) P.O.B P.U.E P.O.R. O.P.R.W.C.T. 25 0 .. • III ONION S WILLIAM M BOOTH BILL J. CHAPMAN, et ux TRACT TWO CALLED 4.00 AC. DOC. NO. 2002018646 DOC. NO. 2002001637 O.P.R.W.C.T. 50 SCALE!"=100' 100 LINE TABLE NUMBER DIRECTION DISTANCE LI N I9°58'09" W 31.48' L2 N 87°39'OI" E 15.74' L3 S 84°58'04" E 116.75' L4 S 00°46'59" E 15.01' L5 S 87°39'OI" W 121.59' L6 N 19°58'09" W 35.31' L7 S I9°58109" E 20.98' CITY OF GEORGETOWN REMAINDER OF CALLED 12.70 AC. VOL. 117, PG. 173 CITIZENS MEMORIAL GARDEN CEMETERY A-TEX WATER PROOFING INC. 0.33 AC VOL. 1160, PG. 809 O.P.R.W.C.T. 'P 0_.B_P A_R C_EL_ 5_E --- _ PROPOSED R.O.W. - c pU\-S\C Age'cio:S&\1 �OSEp�s�Rr\ t �c P LE Spa -sU 6r-�N 0 0 of N to o N O — • �`E�p2,S�PG� SAN GABRIEL STORAGE SYSTEM VENTURE 0.49 AC. TRACT VII VOL. 1121, PG. 925 O.P.R.W.C.T. • —L4 1.PROPOSED R.O.W. �Or-- - EXISTING R.O.W. STATE HIGHWAY NO. 29 (ROW VARIES) EXISTING R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES. THERE MAY BE EASEMENTS OR O THER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDE -MY DIRECTION AND S UPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO THE. NOWLEDGE AND BELIEF. 9 Of M. TEPHEN TRUE DALE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 1047 ROUND ROCK, TX. 78664 PH.(512)238-1200,FAX (512)238-1251 0102 ° 4-8 ExhibY 15' PERMA EMENT A-TEX WATER PROOFING, INC. 0.067 ACRE PAGE 3 OF 3 Page 1 of 3 EXHIBIT ha - Parcel No.: 6E County: William"son Owner: San Gabriel Storage Systems Venture FIELD NOTE DESCRIPTION FOR 0.047 ACRE DESCRIPTION OF A 0.047-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 0.49-ACRE TRACT OF LAND, CALLED TRACT VII CONVEYED TO SAN GABRIEL STORAGE SYSTEMS VENTURE BY INSTRUMENT RECORDED IN VOLUME 1121, PAGE 925 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.047-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a calculated point in the westerly boundary line of a 0 72-acre tract of land, called Tract VI conveyed to San Gabriel Storage Systems Venture by instrument recorded in Volume 1121, Page 925 of said Official Records and the easterly boundary line of said 0.49- acre tract for the northeasterly corner and POINT OF .BEGINNING hereof and from which a capped 1/2" iron rod set being the northwesterly corner of said 0.72-acre tract and the northeasterly corner of said 0.49-acre tract bears N 02°20'59" W a distance of 149.43 feet; 1) THENCE with the common boundary line of said 0.72-acre tract and 0.49-acre tract S 02°20'69' E for a distance of 15 00 feet to a capped IA" iron rod set in the proposed northerly right-of-way line of State Highway No. 29 for the southeasterly corner hereof; 2) THENCE with the said proposed right-of-way line and through said 0.49-acre tract S 87°39'01" W for distance of 136.95 feet to a capped 1/2' iron rod set in the easterly boundary line of a 0 33-acre tract of land conveyed to A-TEX Water Proofing, Inc. by instrument recorded in Volume 1160 Page 809 of said Official Records and the westerly boundary line of said 0.49-acre tract for the southwesterly corner hereof; 3) THENCE with the common boundary line of said 0 33-acre tract and 0.49-acre tract N 00°46'59" W for a distance of 15.01 feet to a calculated point being the northwesterly corner hereof; Page 2 of 3 4) THENCE through the interior of said 0.49-acre tract N 87°39'01' E for a distance of 136.54 feet to the POINT OF BEGINNING containing 0.047 acre of land, more or less. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Stephen Truesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 COG-SH29-ESMT-6E doc 243 LEGEND O 1/2 ' IRON ROD FOUND UNLESS NOTED O 1/2 IRON ROD SET W/ TXDOT ALUMINUM CAP TYPE it MONUMENT SET CALCULATED POINT P ROPERTY LINE RECORD INFORMATION P OINT OF BEGINNING P UBLIC UTILITY EASEMENT POINT OF REFERENCE O FFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS P LAT RECORDS WILLIAMSON COUNTY, TEXAS L INE BREAK 0 t c ) P.O.B. P.U.E. P.O.R. O.P.R.W.C.T. P.R.W.C.T. CHAINLINK FENCE • A-TEX WATER PROOFING INC. 0.33 AC VOL. II60, PG. 809 O.P.R.W.C.T. SCR EXISTING R.O.W. LINE TABLE NUM DIRECTION DISTANCE LI N 87°39'OI" E 136.54' L2 S 02°20'59" E 15.00' L3 S 87°39'01" W 136.95' L4 N 00°46159H W 15.01' SAN GABRIEL STORAGE SYSTEMS VENTURE 0.49 AC. TRACT VII VOL 1121, PG. 925 O.P.R.W.C.T. rn O-- !n o i0 v- to cr — o a oo 0 M o z r 25 0 S 50 E SCALE 1" = 100' 100 S�Rv 0 f_otCITIZENS MEMORIAL GARDEN • POG d AS$ 30SEp,OS \p L0 SUC•t C� vg0> _Ea 558 15' CEMETERY ir) QIt6- m -'`7 w 3 0�- �o ,2 0 o M QI O ( O Z ( P.O.B. • AV' PARCEL GE u s s L4-- �-�, . r 0i 0 M SAN GABRIEL STORAGE SYSTEMS VENTURE CALLED 0.72 AC. TRACT VI VOL. 1121, PG. 925 O.P.R.W.C.T. L2 STATE HIGHWAY NO. 29 (ROW VARIES) PROPOSED R.O.W. ! L 1 N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE 'SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES THERE MAY BE EASEMENTS OR O THER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDE' ► Y DIRECTION AND S UPERVISIO AND THAT THIS PLAT IS TR E AND CORRECT TO THE BKNOWLEDGE AND BELIEF. /%tfl M. ' TEPH N TRUESDALE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512)238-1200, FAX (512) 238-1251 PAGE 3 OF 3 15' PERMA EMENT SAN GABRIEL STORAGE SYSTEMS VENTURE 0.047 ACRE 2 - EXHIBIT Parcel No.: 7E County: Williamson Owner: San Gabriel Storage Systems Venture FIELD NOTE DESCRIPTION FOR 0.057 ACRE Page 1 of 3 DESCRIPTION OF A 0.057-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 0.72-ACRE TRACT OF LAND, CALLED TRACT VI, CONVEYED TO SAN GABRIEL STORAGE SYSTEMS VENTURE BY INSTRUMENT RECORDED IN VOLUME 1121, PAGE 925 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.057-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a calculated point set in the easterly boundary line of a 0.49-acre tract of land, called Tract VII, conveyed to San Gabriel Storage Systems Venture by instrument recorded in Volume 1121, Page 925 of said Official Records and the westerly boundary line of said 0.72-acre tract for the northwesterly corner and POINT OF BEGINNING hereof and from which a capped �/2" iron rod set being the northwesterly corner of said 0.72-acre tract and the northeasterly corner of said 0.49-acre tract bears N 02°20'59" W a distance of 149 43 feet; 1) THENCE through the interior of said 0.72-acre tract N 87°39 01" E for a distance of 163.55 feet to a calculated point set in the westerly boundary line of Lot 1 Good Luck Subdivision, recorded in Cabinet N, Slides 220-221 of the Plat Records of Williamson County, Texas and the easterly boundary line of said 0.72-acre tract for the northeasterly corner hereof; 2) THENCE with the common boundary line of said 0 72-acre tract and Lot 1 S 11°31'28' E for a distance of 15.19 feet to a capped "A" iron rod set on the proposed northerly right-of-way line of State Highway No. 29 for the southeasterly corner hereof; 3) THENCE with the said proposed right-of-way line S 87°39'01" W for distance of 165.97 feet to a capped 1/2" iron rod set in the easterly boundary line of said 0.49-acre tract and the westerly boundary line of said 0.72-acre tract for the southwesterly corner hereof; s. © .04- P hbIE, p Page 2 of 3 4) THENCE with the common boundary line of said 0.49-acre tract and 0.72-acre tract N 02°20'59" W for a distance of 15.00 feet to the POINT OF BEGINNING containing 0.057 acre of land, more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. M. Stephen True'sdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 COG-SH29-ESMT-7E doc • O 0 A R t ) P.O.B. P.U.E. P.O.R. O.P.R.W.C.T. LEGEND 1/2 IRON ROD FOUND UNLESS 1/2 IRON ROD SET W/ TXDOT ALUMINUM CAP TYPE II MONUMENT SET CALCULATED POINT PROPERTY LINE RECORD INFORMATION POINT OF BEGINNING PUBLIC UTILITY EASEMENT POINT OF REFERENCE O FFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS PLAT RECORDS WILLIAMSON COUNTY, TEXAS L INE BREAK WOOD FENCE / SAN GABRIEL STORAGE SYSTEMS VENTURE 0.49 AC. TRACT VII ✓ OL 1121, PG. 925 O.P.R.W.C.T. j 0 [t L 0 _o - 0 ° Z o�o u, P.O.B. I z PARCEL 7E L4 NOTED LINE TABLE NUM DIRECTION DISTANCE LI N 87°39101" E 163.55' L2 S II°3I'28" E 15.19' L3 S 87°39'01" W 165.97' L4 N 02°20'59" W 15.00' CITIZENS MEMORIAL GARDEN CEMETERY P Not' RCE-\-_, / SAN GABRIEL STORAGE cry SYSTEMS m VENTURE CALLED 0.72 AC. TRACT VI VOL 1121, PG. 925 O.P.R.W.C.T. S 25 0 MI NEB 50 SCALE I" = 100' SV0 ° PN P P P s\v�o' 4 99 JOSS OS�R -'' �-- S- og0 Np . 59 05 �Nps-s R P STATE HIGHWAY NO. 29 (ROW VARIES) LOT I GOOD LUCK SUBDIVISION CAB. N, SLD. 220-221 P.R.W.C.T. 100 PROPOSED R.O.W. r EXISTING R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES THERE MAY BE EASEMENTS OR O THER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER �. DIRECTION AND S UPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO THE OWLEDGE AND BELIEF. nw off M. STEPHEN'TRUESDALE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH.(512)238-1200, FAX (512)238-1251 PAGE 3 OF 3 15' PERMANE v '` ° EMENT SAN GABRIEL STORAGE SYSTEMS VENTURE 0.057 ACRE s. O(0220ij C , L_ Jn'. 3_ *7G n fl a Page 1 of 3 EXHIBIT e- Parcel No.: 8E County: Williamson Owner: Lot 1, Good Luck Subdivision FIELD NOTE DESCRIPTION FOR 0.106 ACRE DESCRIPTION OF A 0.106-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, IN WILLIAMSON COUNTY TEXAS, BEING A PORTION OF LOT 1, GOOD LUCK SUBDIVISION, RECORDED IN CABINET N, SLIDES 220-221 OF THE PLAT RECORDS OF WILLIAMSON COUNTY TEXAS, SAID 0 106-ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a calculated point in the westerly boundary line of a 1.414-acre tract of land conveyed to Michael S. Cumberland, Trustee by instrument recorded in Document No 2003096386 of the Official Public Records of Williamson County, Texas, and the easterly boundary line of said Lot 1 for the northeasterly corner and POINT OF BEGINNING hereof and from which a '/" iron rod found being the northwesterly corner of said 1 414-acre tract and northeasterly corner of said Lot 1 bears N 11 °35 30" W a distance of 305.93 feet; 1) THENCE with the common boundary line of said 1.414-acre tract and Lot 1 S 11°35'30" E for a distance of 15 20 feet to a capped '/z' iron rod set in the proposed northerly right-of-way line of State Highway No. 29 for the southeasterly corner hereof; 2) THENCE with the said proposed right-of-way line S 87°39'01" W for a distance of 307.51 feet to a capped '/2" iron rod set in the easterly boundary line of a 0.72-acre tract of land, called Tract VI and conveyed to San Gabriel Storage Systems Venture by instrument recorded in Volume 1121, Page 925 of said Official Records, same being in the westerly boundary line of said Lot 1 for the southwesterly corner hereof; 3) THENCE with the common boundary line of said 0.72-acre tract and Lot 1, N 11°31'28" W for a distance of 15.19 feet to a calculated point being the northwesterly corner hereof; 044204 E, Page 2 of 3 4) THENCE through the interior of said Lot 1 N 87°39'01" E for a distance of 307.49 feet to the POINT OF BEGINNING containing 0.106 acre of land, more or less. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. tO.AA VA.,duael, M. Steplie Truesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 COG-SH29-ESMT-8E doc Date LEGEND + 1/2 IRON ROD FOUND UNLESS NOTED O 1/2 ' IRON ROD SET W/ TXDOT ALUMINUM CAP TYPE II MONUMENT SET Q CALCULATED POINT T. PROPERTY LINE ( ) RECORD INFORMATION P.O.B POINT OF BEGINNING P.U.E. PUBLIC UTILITY EASEMENT P.O.R POINT OF REFERENCE O.P.R.W.C.T OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS WILLIAMSON COUNTY, TEXAS LINE BREAK 0 // WOOD FENCE �r f iz -ip 2 ---1" SAN GABRIEL o itZ° w STORAGE SYSTEMS iNk iN VENTURE 6' ItA CALLED 0.72 AC. rn TRACT VI VOL. 1121, PG. 925 O.P.R.W.C.T. _ _ _ L2 _ PROPOSED R.O.W. L f NlW (0 fN Qt `° �Pe 0jle( ,� LINE TABLE NUMBER DIRECTION DISTANCE LI S 11°35'30H E 15.20' L2 N 11°31'28" W 15.19' S 25 0 50 100 Mt II .111111111111111 SCALE 1" ;PARCEL 8E vSkvC:( \p8 5� s� R PG't NO GLC-0 NPc3S1l LOT 1 G000 LUCK SUBDIVISION CAB. N, SLD. 220-221 P.R.W.C.T. \zz N 1p o 1° v, MICHAEL S. to W CUMBERLAND, boa TRUSTEE ° f CALLED 1.414 AC. 0.1 It W DOC. NO. NIW o 2003096386 iN • O.P.R.W.C.T. fo EXISTING R.O.W. 15' . N 87°39'Ol" E 307.49'• 5 87°39'01" W 307.51' • STATE HIGHWAY NO. 29 (ROW VARIES) P.O.B. PARCEL 8E LI `• 1 1 1 I j'1 / 100' EXISTING R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES. THERE MAY BE EASEMENTS OR O THER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER SUPERVISION AND THAT THIS PLAT IS TRUE AND CORRECT TO THE B t M. STEPHEN `iRUESDAL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL" ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512)238-1200,FAX (512)238-1251 P 15' PERMANEN ``= MENT LOT I, GOOD LUCK SUBDIVISION 0.106 ACRE ECTION AND LEDGE AND BELIEF. PAGE 3 OF 3 DG 22©4 h� 2F EXHIBIT G Parcel No.: 9E County: Williamson Owner: Michael S. Cumberland, Trustee FIELD NOTE DESCRIPTION FOR 0.036 ACRE Page 1 of 3 DESCRIPTION OF A 0.036-ACRE TRACT OF LAND SITUATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT NO. 558, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 1.414-ACRE TRACT OF LAND CONVEYED TO MICHAEL S. CUMBERLAND, TRUSTEE, BY INSTRUMENT RECORDED IN DOCUMENT NO. 2003096386 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0 036- ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a calculated point in the easterly boundary line of Lot 1, Good Luck Subdivision, recorded in Cabinet N, Slides 220-221 of the Plat Records of Williamson County .Texas, same being in the westerly boundary line of said 1.414-acre tract for the northwesterly corner and POINT OF BEGINNING hereof and from which a 'A" iron rod found being the northwesterly corner of said 1.414-acre tract and northeasterly corner of said Lot 1 bears N 11°35'30" W a distance of 305 93 feet; 1) THENCE through the interior of said 1.414-acre tract N 87°39'01" E for a distance of 110.14 feet to a calculated point in the proposed northerly right-of-way line of State Highway No. 29 for the northeasterly comer hereof and from which a Type II monument set in the westerly line of a 1.78-acre tract of land conveyed to Judy Wolf Hindelang, et al, by instrument recorded in Document No 2003053281 of said Official Records, and the easterly boundary line of said 1 414-acre tract bears N 33°04'18" E a distance of 61.36 feet; THENCE with said proposed northerly right-of-way line and through the interior of said 1.414-acre tract the following (2) courses label 2 and 3: 2) S 33°04'18" W for a distance of 18.41 feet to a Type II monument set for the southeasterly corner hereof; 3) S 87°39'01" W for a distance of 97.04 feet to a capped '/' iron rod set in the easterly boundary line of said Lot 1 and the westerly boundary line of said 1.414-acre tract for the southwesterly corner hereof; Page2of3 4) THENCE with the common boundary line of said Lot 1 and 1.414-acre tract N 11°35'30" W for a distance of 15.20 feet to the POINT OF BEGINNING containing 0.036 acre of land, more or Tess. This property description is accompanied by a separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 4203, NAD 83. THE STATE OF TEXAS § COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That I, M. Stephen Truesdale, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground under my direction and supervision. WITNESS MY HAND AND SEAL at Round Rock, Williamson County, Texas. Lifeti M. Ste en Truuesdale Registered Professional Land Surveyor No. 4933 Licensed State Land Surveyor Inland Civil Associates, LLC 206 W. Main St. Suite 107 Round Rock, TX 78664 COG-SH29-ESMT-9E doc 2 S 25 0 50 SCALE 1" = 100' 'PARCEL 9 �� sv R �MEN�gS RPOi NO ki G�- P 1 .- LOT I GOOD LUCK SUBDIVISION CAB. N, SLD. 220-221 P.R.W.C.T. a P.O.B. Tl PARCEL 9E PROPOSED R.O.W. L4 EXISTING R.O.W. 11 100 MICHAEL S TRUSTEE CALLED 1.414 AC. DOC. NO. 2003096386 O.P.R.W.C.T. N33°04'18"E 61.36' 15' LEGEND • 1/2 IRON ROD FOUND UNLESS NOTED O 1/2 IRON ROD SET W/ TXDOT ALUMINUM CAP TYPE II MONUMENT SET CALCULATED POINT P ROPERTY LINE RECORD INFORMATION P OINT OF BEGINNING P UBLIC UTILITY EASEMENT POINT OF REFERENCE P FFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS P LAT RECORDS WILLIAMSON COUNTY, TEXAS WIRE FENCE 0 ( ) P.O.B. P.U.E P.O.R. O.P.R.W.C.T P.R.W.C.T. X inIzw CUMBERLAND, ro 1 ro o �I 0 N 1 N 0 1 es N to ,m N tyl N CT m 1-440 i0 Vc Oi� I LINE TABLE NUM DIRECTION DISTANCE LI N 87°39'01" E 110.14' L2 S 33°04'18" W 18.411 L3 S 87°39'01" W 97.04' L4 N II°35'30" W 15.20' JUDY WOLF HINDELANG, et al 1.78 AC. DOC. N0. 2003053281 O.P.R.W.C.T. --- STATE HIGHWAY NO. 29 (ROW VARIES) t1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROPOSED R.O.W. / EXISTING R.O.W. N OTES: ALL BEARINGS ARE BASED ON GRID BEARINGS. DISTANCES ARE SURFACE DISTANCES. COORDINATES ARE SURFACE VALUES BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, N AD 83, CENTRAL ZONE, USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.00013. THIS SURVEY WAS PERFORMED FOR EASEMENT ACQUISITION PURPOSES. THERE MAY BE EASEMENTS OR O THER INSTRUMENTS PERTAINING TO THIS PROPERTY THAT ARE NOT SHOWN HEREON. 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND U SUPERVISION i ND THAT THIS PLAT IS TRk1E AND CORRECT TO T I �"✓`�`I L'C iA M. TEP E TRUESDA E REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 LICENSED STATE LAND SURVEYOR INLAND CIVIL u ASSOCIATES PROFESSIONAL LAND SURVEYORS 206 W. MAIN ST SUITE 107 ROUND ROCK, TX. 78664 PH. (512)238-1200,FAX (512)238-1251 Y DIRECTION AND KNOWLEDGE AND BELIEF. 15' PERMA _"'7'EASEMENT MICHAEL S. CUMBERLAND, TRUSTEE 0 036 ACRE PAGE 3 OF 3 s. ©1y2z046 P hid 4f, P