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Home My WebLink AboutResolution - 2013-R0449 - Street Dedication Deed - 12_19_2013RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the City Council hereby authorizes the Mayor to execute a Street Dedication Deed, as described on Exhibit "A" attached hereto and incorporated herein by reference, located in Section 35 and 36, Block AK, Lubbock, Lubbock County, Texas, and related documents. Said Deed is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on December 19, 2013 '/,"000/ ?�w C. ERTSON, MAYOR ATTEST: Reber a,Garza, City Secretary APPROVED AS TO CON NT: k' R. Keith' Smith, P.E., Director of Public Works Dave Booher, Right -of -Way Agent APP D AS f0 FORM: Chad Weaver, Assistant City Attorney vw:ccdocs/RES.SDD-Sec 36 Blk AK September 18, 2013 STREET DEDICATION DEED THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF LUBBOCK THAT the CITY OF LUBBOCK, for and in consideration of the sum of TEN AND NO/100 ($I0.00) DOLLARS and other good and valuable consideration, to it in hand paid by the CITY OF LUBBOCK, TEXAS, a Home Rule Municipal Corporation, does hereby dedicate to the public for public use forever and for street purposes, the following described tracts of land situated in Lubbock County, Texas, as more particularly described in the attached Exhibits A, B, C, D. TO HAVE AND TO HOLD this above described premises, together with all and singular the rights and appurtenances thereto in anywise belonging unto the said public forever so long as said premises are used for public street purposes. WITNESS MY HAND this THE STATE OF TEXAS COUNTY OF LUBBOCK 19th day of December , 20I 3. By: &ertson,yor BEFORE ME, the undersigned authority, a Notary Public in and for said County, Texas, on this day personally appeared Qten C. ( o6ef -jscn , know to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed and as the act and deed of said City of Lubbock GIVEN UNDER MY HAND AND SEAL OF OFFICE this ao day of 'Dec-,--yn6er 2013. — PHY PU� �9� J&ge� CELIA WEBB Notary Ntb4ic in and for the State of TexgS Notary Public, State of Texas My Commission Expires: 03 - 0 (- 2O/ jl� �y y My Commission Expires MI-2014 0 4¢ W � Y �xF ao)- mz rn WQcoo F zx �0-0 %CC um D, s� \ 4_ 3 ,t[SOD S 99961 3 ,OO,ZS.CS N OI'9 3 .00.MCS N L l'09 3 ,IS,6SSS N 3.Q.iUS N M 3d IM 1M 13M 383Y 99on a°? 9E moilogS •sae ° SZ'OOZ h ,Of,B4,Z0 5 66'99L 3 ,bl,C0.0 S n ------------ y __ ____ NOIW3S _3Nn y / M ,4. 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IM O00O OOW p0 OOW � OO m0 aO,Wa(W6 WUJWU0zz5OaU�WRua uu W Qmmi<N�za0m�UOiw w UU U`_ZzLL0U wWr0 � 3fr cU 2IWILLIwr wT O OOKZ IWW 10 WW5�J9WOW�r0oz7 oozW 30OW �z°DWWO003UOwjuoz< UOUOwUUO FW O ar]UuSZ(: ANN '40 FIELD NOTES PART 1 - 0.04 ACRE TRACT BEING a 0.04 acre tract of land out of Section 36, Block AK, Lubbock County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" iron rod with cap marked RPSL 4239, set for the most Southerly corner of this 0.04 acre tract, whence the Southwest corner of said Section 36, Block AK, a found '/z" iron rod, bears North 88'12'05" West, 89.99 feet and South 1o44'49" West, 1822.43 feet; THENCE .North 88o12'05" West, along the north right of way line of Spur 327 as recorded in Volume 893, Page 347 of the Deed Records of Lubbock County, Texas, a distance of 2.51 feet to a found 1/2" iron rod with cap set by RPLS 3906 for a corner of a 3.104 acre tract and being a corner of this 0.04 acre tract of land; THENCE Northwesterly, along the arc of a curve to the right, an arc distance of 47. 15 feet to a found'/z" iron rod with cap set by RPLS 3906, for a corner of a 3.104 acre tract and a corner of this 0.04 acre tract, said curve having a radius of 30.00 feet and a chord that bears North 43°11'17" West, 42.44 feet; THENCE North 1'49'31" East, along the East line of said 3.104 acre tract, 766.95 feet to a found 1/2" iron rod with cap set by RPLS 3906, for a corner of a 3.104 acre tract and a corner of this 0.04 acre tract; THENCE North 4°41'19" East, along the East line of said 3.104 acne tract, 200.25 feet to a 1/2" iron rod with cap marked RPLS 4239, set for the most Northerly corner of this 0.04 acre tract; THENCE South 1°49'37" West, 46.11 feet to a 1/2" iron rod with cap marked RPLS 4239, set for a corner of this 0.04 acre tract; THENCE South 4°54'08" West, 159.00 feet to a '/z" iron rod with cap marked RPLS 4239, set for a corner of this 0.04 acre tract; THENCE South 1'44'49" West, 762.07 feet to a 1/2" iron rod with cap marked RPLS 4239, set for a corner of this 0.04 acre tract and the beginning of a curve to the left; THENCE Southeasterly, along the arc of a curve to the left, an arc distance of 47.11 feet to the point of beginning, said curve having a radius of 30.00 feet and a chord that bears South 43°13'32" East, 42.42 feet. PART 2 - 0.22 ACRE TRACT Being a 0.22 acre tract of land out of Section 35, Block AK, Lubbock County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" iron rod with cap marked RPLS 4239, set on the North right of way line of Spur 327 as recorded in Volume 893, Page 347, for the most Southerly corner of this 0.22 acre tract and the beginning of a curve to the left, whence the Southeast corner of Section 35, Block AK, a found 1/z" iron rod, bears South 88o11'52" East, 100.55 feet and South 1°44'49" West, 1822.43 feet; THENCE Northeasterly, along the arc of a curve to the left, an arc distance of 47.16 feet to a 1/2" iron rod with cap marked RPLS 4239, set for a corner of this 0.22 acre tract, said curve having a radius of 30.00 feet and a chord that bears North 46°46'25" East, 42.46 feet; THENCE North 1°44'49" East, 248.61 feet to a 1/2" iron rod with cap marked RPLS 4239, set for a corner of this 0.22 acre tract; THENCE North 6010'38" East, 200.71 feet to a 1/2" iron rod with cap marked RPLS 4239, set for a corner of this 0.22 acre tract; milw.doc 35,038 •,ram HIGH-TECH LAND AND GPS SURVEYORS, INC 3330 70th St., Suite 202 • Lubbock, Texas 79413 EXHIBIT (806) 788-0020 • Fax (806) 792-1646 ,. o�� THENCE North 1144'49" East, 607.21 feet to a 112" iron rod with cap marked RPLS 4239, set for the beginning of a curve to the left and a corner of this 0.22 acre tract; THENCE Northwesterly, along the arc of a curve to the left, an arc distance of 65.55 feet to a 112" iron rod with cap marked RPLS 4239, set on the Southerly right of way line of the Marsha Sharp Freeway(U.S. 62-82) as recorded in Volume 738, Page 129 of the Deed Records of Lubbock County, Texas, for a corner of this 0.22 acre tract, said curve having a radius of 30.00 feet and a chord that bears North 61°02'02" West, 53.27 feet; THENCE North 55°44'08" East, along the Southerly right of way line of said Marsha Sharp Freeway, 4.52 feet to a found 112" iron rod with cap set by RPLS 3906, for a corner of a 3.104 acre tract, the most Northerly corner of this 0.22 acre tract and the beginning of a curve to the right; THENCE Southeasterly, along the arc of a curve to the right, an arc distance of 66.06 feet to a found 1/2" iron rod with cap set by RPLS 3906, for a corner of said 3.104 acre tract and a corner of this 0.22 acre tract, said curve having a radius 30.00 feet and a chord that bears South 61110'25" East, 53.50 feet; THENCE South 1°49'28" West, along the West line of said 3.104 acre tract, 1058.72 feet to a found 1/2" iron rod with cap set by RPLS 3906, for a corner of said 3.104 acre tract, a corner of this 0.22 acre tract and the beginning of a curve to the right; THENCE Southwesterly, along the arc of a curve to the right, an arc distance of 47.12 feet to a point on the North right of way line of Spur 327 as recorded in Volume 893, Page 347, for a corner of said 3.104 acre tract and a corner of this 0.22 acre tract( a found 112" iron rod with cap set by RPLS 3906 bears South 9'09' West, 1.2 feet) said curve having a radius of 30.00 feet and a chord that bears South 46°48'48" West, 42.43 feet; THENCE North 88111'52" West, along the North right of way line of said Spur 327, a distance of 17.95 feet to the point of beginning. Notes: RPLS = Registered Professional Land Surveyor Plat of even survey date accompanies this legal description herein. Bearings are based on NAD83, State Plane Coordinate System, Texas North Central Zone. Distances shown are surface values. Bearing convergence for this survey is-1°53'08" �CP.•�;� S Tie Gary D. Wils n �_0 cro,.q+t., Registered Pforessional Land Surveyor ... GARY D. WIL SON Texas No. 4239 ..........4239 .............. �Ut3 BRENT'S FILES\BRENT'S DOCS\milw.doc lea HIGH-TECH LAND AND GPS SURVEYORS, INC. Date: 35,038 3330 70th St., Suite 202 • Lubbock, Texas 79413 (806) 788-0020 • Fax (806) 792-1646 Page 1 of 7 Property Description for Tract 1 — Parts 1 and 2 Being 5.777 acres of land located in Section 35 and Section 36, Block AK, Lubbock County, Texas, comprised of 1.989 acres (Part 1) and 3.788 acres (Part 2), and being out of a 18.645 acre tract and a 73.066 acre tract as described in an instrument to the City of Lubbock recorded in Volume 1927, Page 632, Deed Records of Lubbock County, Texas, and being more particularly described by metes and bounds in two parts as follows: Part 1 Being a 1.989 acre tract of land out of Section 36, Block AK, Lubbock County, Texas, and being out of that certain 73.066 acre tract of land described in an instrument to the City of Lubbock recorded in Volume 1927, Page 632, Deed Records of Lubbock County, Texas; BEGINNING at a 5/8" iron rod with a 2" aluminum Texas Department of Transportation (TxDOT) cap set for the Northeast corner of this tract on the existing Southeasterly right of way line of U.S. 62/82 as recorded in Volume 738, Page 129 of the Deed Records of Lubbock County, Texas, and in the North line of said 73.066 acre tract as described in an instrument to the City of Lubbock in Volume 1927, Page 632, from which a '/2' iron rod found for the Northeast corner of said 73.066 acre tract bears North 550 44' 16" East, a distance of 860.40 feet; (1) THENCE South 490 17' 03" West, along the proposed right of way line of U.S. 62/82 and the proposed "Denial of Access Line" (see Note 4), a distance of 828.83 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set for an angle point of this tract and the end of this "Denial of Access Line"; (2) THENCE South 51° 15' 42" West, along the proposed right of way line of U.S. 62/82, a distance of 465.46 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set for an angle point of this tract; (3) THENCE South 290 40' 58" West, along the proposed right of way line of U.S. 62/82, a distance of 34.87 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set on the East right of way line of the Milwaukee Avenue 3.104 acre tract referred to in project amendment number 50- 00303.1 between the Texas Parks and Wildlife and the City of Lubbock, dated July 24, 2003, the Southwest corner of this tract; (4) THENCE North 010 48' 32" East, along the East right of way line of said Milwaukee Avenue, a distance of 163.88 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set for an angle point of this tract; (5) THENCE Northeasterly, along the East right of way line of said Milwaukee Avenue, around a curve to the right, said curve having a radius of 30.00 feet, a central angle of 53° 55' 28", and arc length of 28.24 feet, and a chord bearing and distance of North 280 46' 02" East, 27.20 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set on the existing Southeasterly right of way line of U.S. 62/82 as recorded in Volume 738, Page 129 of said Deed Records, and in the North line of said 73.066 acre tract; EXHIBIT Page 2 of 7 (6) THENCE North 550 44' 16" East, along the existing Southeasterly right of way line of said U.S. 62/82, recorded in Volume 738, Page 129 of said Deed Records and the North line of said 73.066 acre tract, a distance of 1198.21 feet to the Point of Beginning and containing 1.989 acres of land. Part 2 Being a 3.788 acre tract of land out of Section 35, Block AK, Lubbock County, Texas, and being out of that certain 18.645 acre tract of land described in an instrument to the City of Lubbock recorded in Volume 1927, Page 632, Deed Records of Lubbock County, Texas; BEGINNING at a 5/8" iron rod with a 2" aluminum Texas Department of Transportation (TxDOT) cap set for the Northeast corner of this tract on the existing Southeasterly right of way line of U.S. 62/82 as recorded in Volume 738, Page 129 of the Deed Records of Lubbock County, Texas, and in the North line of said 18.645 acre tract as described in an instrument to the City of Lubbock in Volume 1927, Page 632, and being on the West right of way line of the Milwaukee Avenue 3.104 acre tract referred to in project amendment number 50-00303.1 between the Texas Parks and Wildlife and the City of Lubbock, dated July 24, 2003, from which a'/2" iron rod found for the Northeast corner of said 73.066 acre tract as described in an instrument to the City of Lubbock in Volume 1927, Page 632, bears North 55144' 16" East, a distance of 2281.37 feet; (1) THENCE Southeasterly, along the West right of way line of said Milwaukee Avenue, around a curve to the right, said curve having a radius of 30.00 feet, a central angle of 126° 26' 41 ", and arc length of 66.21 feet, and a chord bearing and distance of South 61 ° 13' 13" East, 53.57 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set for an angle point; (2) THENCE South 01149' 22" West, along the West right of way of said Milwaukee Avenue, a distance of 208.71 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set for the Southeast corner of this tract; (3) THENCE North 58" 47' 39" West, along the proposed right of way line of U.S. 62/82, a distance of 61.48 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set for an angle point; (4) THENCE South 510 53' 35" West, along the proposed right of way line of U.S. 62/82, a distance of 440.29 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set for an angle point; (5) THENCE South 5611 53' 35" West, along the proposed right of way line of U.S. 62/82 and the proposed "Denial of Access Line" (see Note 4), a distance of 855.84 feet to a 5/8" iron rod with a 2" aluminum TxDOT cap set for a corner of this tract and the end of this "Denial of Access Line" , being in the West line of said 18.645 acre tract recorded in Volume 1927, Page 632 of said Deed Records and in the existing Southeasterly right of way line of U.S. 62/82 as recorded in Volume 695, Page 125 of said Deed Records; (6) THENCE North 010 47' 07" East, along the West line of said 18.645 acre tract and the existing Southeasterly right of way line of said U.S. 62/82, a distance of 8.02 feet to a'/2' iron rod found for corner; Page 3 of 7 (7) THENCE Northeasterly, along the North line of said 18.645 acre tract and the existing Southeasterly right of way line of said U.S. 62/82, recorded in Volume 738, Page 129 of said Deed Records, around a curve to the right, said curve having a radius of 150.00 feet, a central angle of 200 55' 50", an arc length of 54.80 feet, and a chord bearing and distance of North 360 51' 23" East, 54.49 feet to a'/z" iron rod found for an angle point; (8) THENCE Northeasterly, along the North line of said 18.645 acre tract and the existing Southeasterly right of way line of said U.S. 62/82, around a curve to the right, said curve having a radius of 5623.65 feet, a central angle of 06140' 04", an arc length of 654.46 feet, and a chord bearing and distance of North 491 15' 31" East, 654.09 feet to'/2" iron rod found for an angle point; (9) THENCE North 410 27' 51" East, along the North line of said 18.645 acre tract and the existing Southeasterly right of way line of said U.S. 62/82, a distance of 303.46 feet to a'/"iron rod found for an angle point; (10) THENCE North 550 44' 16" East, along the North line of said 18.645 acre tract and the existing Southeasterly right of way line of said U.S. 62/82, at a distance of 414.34 feet pass a'/z' iron rod with plastic cap, and continuing for a total distance of 418.86 feet to the Point of Beginning and containing 3.788 acres of land. Access Clause Access will not be permitted across the denial of access line. NOTES: 1. Bearings are based on NAD83 State Plane Coordinate System, Texas North Central Zone. 2. Distances are surface values. 3. This property description is accompanied by a survey plat of even date. 4. Access is prohibited across the "Denial of Access Line" to the highway facility from the remainder of the abutting property. 5. Date of field survey: April 24, 2012. I hereby certify that this survey was made on the ground under my erection and supervision. t OF l I1 Zo 5 F Richard L. Hutton Date qR Registered Professional Land Surveyor No. 4155, State of Texas Ip� 4155 CURVE DATA DELTA I RADIUS LENGTH CHORD CH. BRG. 1 20'55'50' 150.00' 54.80' 54.49' N 36'51'23' E 2 06'40 04' 5623.65' 654. 46' 654. 09 N 49-15'31' E 3 126'26'4r 30.00' 66.21' 53.57' 5 6r/3'/3' E 4 53'55'28' 30.00' 28.24' 27.20' N 28'46'02' E 51 76'24'47- 150.00' 200.05' 1 185.55' 1 5 60'13'36' E ------------------------------------- W . POINT ACT O1. PARTS I & 2F N� REFERENCE U.S. 62/82 N.E. CORNER OF 73.066 ACRE TRACT W• 2� ROW VOL. 738. PG. 129 ti � ,— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EDGE OF PAVEMENT — — — • 860.40' LP* N 55'44'16' E - 1196.21' Lp N 55'44_16'— ' pp SPS UTILITY EASEMENT. VOL. 705. PG. 48� I I oa TRACT 1, PARTI. 1.989 ACRES I I I 11 1 II PRO�PO� o�V `Nfr� I I 1 828 5 49'17'03' W .8 LEGEND III DENTAL OACCESS ACCESS IS NOTPERMITTED ACROSS THIS LINE FOUND �/2 ` IRON ROD U FOUND /2' IRON ROD W/CAP ® SET % ' IRON ROD WITH TXDOT 2- ALUMINUM CAP — POWER LINES EXISTING ROW LINE �• PROPOSED ROW LINE PP POWER POLE LP LIGHT POLE TS TRAFFIC SIGNAL WV WATER VALVE GV GAS VENT NOTES: 1. BEARINGS ARE BASED ON NAD83 STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE. 2. DISTANCES ARE SURFACE VALUES. 3. THIS SURVEY PLAT IS ACCOMPANIED BY A PROPERTY DESCRIPTION OF EVEN DATE. 4. ACCESS IS NOT PERMITTED ACROSS THE ACCESS LINE. 5. DATE OF FIELD SURVEY: APRIL 24, 2012. 73.066 ACRE TRACT VOL. 1927. PG. 632 SECTION 36 BLOCK AK POINT OF BEGINNING TRACT 1. PART I 41- 7 I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION. J � ,3jRICHARD L. HUTTON f S S1 REGISTERED PROFESSIONAL LAND SURVEYOR RNO. 4155 STATE OF TEXAS CURVE DATA DELTA RADIUS LENGTH CHORD CH. BRG. / 20,55,50, 150.00, 54.80' 54.49' N 36'51'23' E 2 06'40'04' 5623.65' 654.46' 654.09' N 49'15'31' E 3 /26'26'4r 30.00' 66.21' 53.57' S 6r13'13' E 4 53'S5'28' 30.00' 28.24' 27.20' N 28'4602' E 5 76'24'47' 150.00' 200.05' /85.55' S 60'/3'36' E ' W x IW N . 'W J x I �• � xl 1 H. W ' U. S. 62182 �I ROW VOL. 738. PG. 129 N 55'44'/6' E 222.76' - - - - LP ti Ss�- - E-198�1r i • �P - - - - -EDGE OF PAVEMENT - - `P� - • c- (,V P I �q PP PP - - CABLE FENCE I PP EXISTING ROW LINE ' /,Pi V I V /P I ��/ / / TRACT I. PARTI, 1.989 ACRES d II I I SIGN I 1 I ROW LINE PROPOSED 1 1 1 I / � / / / PROPOSED ROW LINE 1 1I S 49*17'03 W ' 828.83' / \ / P / / 5 5r/5'42' W 465.46' \ - - - - - - - - - - - - - - - - - - - - - - - -1-' / /s/ ZF40-W W 34.87' // �----------------- - - - - -- / •PP s or48'32- W i58.99' N� 1 LEGEND III SS ACCESS IAL OS NOTPERMITTEDACROSS THIS LINE FOUND %2" IRON ROD O FOUND /2" IRON ROD W/CAP ® SET % ' IRON ROD WITH TXDOT 2" ALUMINUM CAP - POWER LINES EXISTING ROW LINE PROPOSED ROW LINE PP POWER POLE LP LIGHT POLE TS TRAFFIC SIGNAL WV WATER VALVE GV GAS VENT NOTES: 1. BEARINGS ARE BASED ON NAD83 STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE. 2. DISTANCES ARE SURFACE VALUES. 3. THIS SURVEY PLAT IS ACCOMPANIED BY A PROPERTY DESCRIPTION OF EVEN DATE. 4. ACCESS IS NOT PERMITTED ACROSS THE ACCESS LINE. 5. DATE OF FIELD SURVEY: APRIL 24, 2012. 1 73.066 ACRE TRACT VOL. 1927, PG. 632 SECTION 36 BLOCK AK I U l I r-+ \\ Page 6 of 7 CURVE DATA r--------------"'— 1 DELTA RADIUS LENGTH CHORD CH. BRG. 1 20'55'50' 150.00' 54.80' 54.49' N 36'51'23' E 2 06'40'04' 5623.65' 654.46' 654.09' N 49'I5'3r E 3 126'26'4r 30.00' 66.21' 53.57' S 6r13'13' E 4 53'55'28' 30.00' 28.24' 27.20' N 28 46'02' E 5 76'24'47• 150.00' 200.05' 185.55' S 60*IJ'36* E I I h�La I Lo W in E---------------LQI U, U. S. 62182 TRACT I, PART 2 POINT OF BEGINNING — EDGE OF PAVEMENT — — — — — — — — — — — — —— �r�LP *LP ----LPi —— —— — — —N 55'44'l6'E 418.86'--------A- uj ; 3p3 46, pp 414.34' EXISTING ROW LINE Pl �1 `s^ I N 1f2T,5r E O LP 1 z ROIN LIN I '! PP O.H.E. EXIPS�ING FOC. / TRACT 1. PART2. 3.788 ACRES ti PROPOSED ROW LINE S 5r53'35' W= 440.29' 18.645 ACRE TRACT VOL. 1927, PG. 632 SECTION 35 BLOCK AK LEGEND DENIAL OF ACCESS III ACCESS IS NOT PERMITTED ACROSS THIS LINE FOUND /z' IRON ROD Q FOUND V2' IRON ROD W/CAP ® SET %- IRON ROD WITH TXDOT 2" ALUMINUM CAP POWER LINES EXISTING ROW LINE �-� PROPOSED ROW LINE PP POWER POLE LP LIGHT POLE TS TRAFFIC SIGNAL WV WATER VALVE GV GAS VENT NOTES: 1. BEARINGS ARE BASED ON NAD83 STATE PLANE COORDNATE SYSTEM, TEXAS NORTH CENTRAL ZONE. 2. DISTANCES ARE SURFACE VALUES. 3. THIS SURVEY PLAT IS ACCOMPANIED BY A PROPERTY DESCRIPTION OF EVEN DATE. 4. ACCESS IS NOT PERMITTED ACROSS THE ACCESS LINE. 5. DATE OF FIELD SURVEY: APRIL 24, 2012. tAhlb1 I A-- CURVE DATA A� Page 7 of 7 `►� ^___— _ _____— DELTA RADIUS LENGTH CHORD CH. BRG. 1 20'55'50' 150.00' 54.80' 54.49' N 36-51'23- E 2 06'40'OC 5623.65' 654.46' 654.09' N 49'15'31'E 3 126 26'4r 30.00' 66.21' 53. 57' S 6rl3'13' E 4 53'55'28' 30.00' 28.24' 27.20' N 26'46'02- E 5 76'24'47' 150.00' 200.05' 185.55' 1 S 60-13736' JE U.S. 62182 I LP4 _ — t" -EDGE OF PAVEMENT-i IW — ROW VOL. 738. PG. 129 GV O.H.E.�� O PP F. SPS UTILITY ESMT VOL. 705. PG 489 a N Or47'07' E 8.02- III— I � a 1 o• O \PP_ 7 • �C LEGEND DENIAL Il�w SS ACCEO SS IS NOTPERMITTEDACROSS THIS LINE FOUND V2" IRON ROD Q FOUND 1/2" IRON ROD W/CAP ® SET % ' IRON ROD WITH TXDOT 2' ALUMINUM CAP POWER LINES EXISTING ROW LINE PROPOSED ROW LINE PP POWER POLE LP LIGHT POLE TS TRAFFIC SIGNAL WV WATER VALVE GV GAS VENT NOTES: 1. BEARINGS ARE BASED ON NAD83 STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE. 2. DISTANCES ARE SURFACE VALUES. 3. THIS SURVEY PLAT IS ACCOMPANIED BY A PROPERTY DESCRIPTION OF EVEN DATE. 4. ACCESS S NOT PERMITTED ACROSS THE ACCESS LINE. 5. DATE OF FIELD SURVEY: APRIL 24, 2012. PP I EXISTING ROW L1NE TRACT I. PART2, 3.788 ACRES i PROPOSED ROW LINE III III III III---1 S 56'5335' W - 855.84' 18.645 ACRE TRACT VOL. 1927, PG. 632 SECTION 35 BLOCK AK