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Metes & Bound 4...m . METES AND BOUNDS DESCRIPTION OF A 10'PUBLIC UTILITY EASEMENT WILLIAMS CREEK SUBDIVISION,PHASE 3 COLLEGE STATION,BRAZOS COUNTY,TEXAS METES AND BOUNDS DESCRIPTION OF ALL A 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT LYING AND BEING SITUATED IN COLLEGE STATION,BRAZOS COUNTY,TEXAS. SAID EASEMENT BEING A PORTION OF LOTS 13 AND 14,BLOCK 3,WILLIAMS CREEK SUBDIVISION,PHASE 3,ACCORDING TO THE PLAT RECORDED IN VOLUME 7249,PAGE 292 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,TEXAS. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 1/2 INCH IRON ROD FOUND ON THE NORTH LINE OF JOHNSON CREEK LOOP(70'R.O.W.)MARKING THE SOUTHEAST CORNER OF SAID LOT 13 AND THE SOUTHWEST CORNER OF SAID LOT 14; THENCE: N 12°52'52"E ALONG THE COMMON LINE OF SAID LOTS 13 AND 14 FOR A DISTANCE OF 15.21 FEET TO A POINT ON THE NORTH LINE OF AN EXISTING 15.00 FOOT WIDE PUBLIC UTILITY EASEMENT MARKING THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED TRACT; THENCE:N 86°43' 19"W THROUGH SAID LOT 13 AND ALONG THE NORTH LINE OF SAID 15.00 FOOT WIDE EASEMENT FOR A DISTANCE OF 5.07 FEET; THENCE: CONTINUING THROUGH SAID LOT 13 AND ALONG THE WESTERLY LINE OF SAID 10.00 FOOT WIDE EASEMENT,5.00 FEET FROM AND PARALLEL TO THE COMMON LINE OF SAID LOTS 13 AND 14,FOR THE FOLLOWING CALLS: N 12°52'52"E FOR A DISTANCE OF 138.33 FEET; N 28°54'52"E FOR A DISTANCE OF 133.61 FEET; N 08°08'53"E FOR A DISTANCE OF 163.00 FEET TO THE SOUTH LINE OF A SECOND EXISTING 15.00 FOOT WIDE PUBLIC UTILITY EASEMENT BEING IN A CLOCKWISE CURVE HAVING A RADIUS OF 600.00 FEET; THENCE:CONTINUING THROUGH SAID LOT 13 AND THROUGH SAID LOT 14 AND ALONG THE SOUTH LINE OF SAID SECOND EXISTING 15.00 FOOT WIDE EASEMENT THROUGH A CENTRAL ANGLE OF 01°02'17"FOR AN ARC DISTANCE OF 10.87 FEET(CHORD BEARS:S 58°47'09"E-10.87 FEET)TO THE EAST LINE OF THIS HEREIN DESCRIBED EASEMENT; THENCE: CONTINUING THROUGH SAID LOT 14 AND ALONG THE EASTERLY LINE OF SAID 10.00 FOOT WIDE EASEMENT,5.00 FEET FROM AND PARALLEL TO THE COMMON LINE OF SAID LOTS 13 AND 14,FOR THE FOLLOWING CALLS: S 08°08'53"W FOR A DISTANCE OF 160.58 FEET; S 28°54'52"W FOR A DISTANCE OF 134.04 FEET; S 12°52'52"W FOR A DISTANCE OF 135.22 FEET TO THE NORTH LINE OF SAID FIRST EXISTING 15.00 FOOT WIDE PUBLIC UTILITY EASEMENT; THENCE:N 86°43'19"W CONTINUING THROUGH SAID LOT 14 AND ALONG THE NORTH LINE OF SAID EXISTING 15.00 FOOT WIDE EASEMENT FOR A DISTANCE OF 5.07 FEET TO THE POINT OF BEGINNING CONTAINING 4324 SQUARE FEET OF LAND,MORE OF LESS,AS SURVEYED ON THE GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. SEE PLAT PREPARED JANUARY 2015 FOR MORE DESCRIPT VE INFORMATION. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR No.4502 D:/WORK/MAB/14.977.MAB -.A.el d / ° a / e,naoa000a000aooao•SS000 BRAD KERR oa ' 4700.900O Olooa 0008000t • 4502 502 `®(0 � K- -7neee:C9 \rt Y�aV�Ft``i 1 C -Nsirli ✓Oh,A/SO 111 �o cRF R-600.00' R 0• ki. Arc-10.87' 00o D-1'02'17" T-5.43' ��--- B-S 58'47'09" E N Chord-10.87' \�....... 100, S► ALE: 1 " = 60' 15' PUBLIC UTILITY I `N EASEMENT, 7249/292 ,_` 9..a r°` 1 �� of 1 `N • lic.8.;frie® r'jl 1 u? N 0000ee00004y00**0000..so ^IIryy o N r, BRAD KERR �}\ 40 06109,0e00C46Pbif00000000 1 y) '— N ;N 4502 `so W C. N f ' 'Q S\ c \��'PQ4 SURvBIW in \� f \oig si o LOT 13 of,a10 \ BLOCK 3 z' 1 \\ I I 10' PUBLIC UTILITY \ I EASEMENT, 7249/292 1 I 12 R/2 INCHFOUIRON i (4324 SQ.D I FT.) �\ I I1 I I I Z. f� / / II coria ,/ II ,,7' � LOT 14 //// I I 4" �► BLOCK 3 // / I I �'. ,.� // // I I .h ",`'N / // I I ry�a �j� // / I I �/ * // // I I 1 I / %CD /, // 1 I •I •/ // ,/ I I �`" 1/2 INCH IRON / / 1 1 / ROD FOUND / // 1 / 1 11 :0 i ,/ // BEARING SYSTEM SHOWN HEREON IS BASED ON I I �� ,N / // GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. I I // / SEE METES AND BOUNDS PREPARED JANUARY 2015 I I ^� / // FOR MORE DESCRIPTIVE INFORMATION. II ',if44 ,//// I I 1" ' / // LINE BEARING DISTANCE I I cV � 15' PUBLIC UTILITY / L1 N 86'43'19" W 5.07' I I N EASEMENT, 724992 L2 N 86'43'19" W 5.07' I I ^1 y^v / // II ZI 1 o //// SURVEY PLAT I I 1 / / OF A PUBLIC UTILITY EASEMENT / ,/ PORTION OF LOTS 13 & 14, BLOCK 3 L1/L2 -----------__ WILLIAMS CREEK SUBDIVISION, PHASE 3 A. VOLUME 7249, PAGE 292 POINT OF COLLEGE STATION, BRAZOS COUNTY, TEXAS BEGINNINGSCALE: 1 INCH = 60 FEET 1/2 INCH IRON N 1752'52" E SURVEY DATE: 10-01-14 ROD FOUND 15'21 r' PLAT DATE: 01-21-15 _ JOB NUMBER: 14-977 CAD NAME: 14-977 CR5 FILE: 14-753 JOHNSON CREEK LOOP 70' R.O.W. PREPARED BY: KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268-3195 METES AND BOUNDS DESCRIPTION OF A 10'PUBLIC UTILITY EASEMENT WILLIAMS CREEK SUBDIVISION,PHASE 3 COLLEGE STATION,BRAZOS COUNTY,TEXAS METES AND BOUNDS DESCRIPTION OF ALL A 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT LYING AND BEING SITUATED IN COLLEGE STATION,BRAZOS COUNTY,TEXAS. SAID EASEMENT BEING A PORTION OF LOTS 13 AND 14,BLOCK 3,WILLIAMS CREEK SUBDIVISION,PHASE 3,ACCORDING TO THE PLAT RECORDED IN VOLUME 7249,PAGE 292 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,TEXAS. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 1/2 INCH IRON ROD FOUND ON THE NORTH LINE OF JOHNSON CREEK LOOP(70'R.O.W.)MARKING THE SOUTHEAST CORNER OF SAID LOT 13 AND THE SOUTHWEST CORNER OF SAID LOT 14; THENCE: N 12°52'52"E ALONG THE COMMON LINE OF SAID LOTS 13 AND 14 FOR A DISTANCE OF 15.21 FEET TO A POINT ON THE NORTH LINE OF AN EXISTING 15.00 FOOT WIDE PUBLIC UTILITY EASEMENT MARKING THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED TRACT; THENCE:N 86°43' 19"W THROUGH SAID LOT 13 AND ALONG THE NORTH LINE OF SAID 15.00 FOOT WIDE EASEMENT FOR A DISTANCE OF 5.07 FEET; THENCE: CONTINUING THROUGH SAID LOT 13 AND ALONG THE WESTERLY LINE OF SAID 10.00 FOOT WIDE EASEMENT,5.00 FEET FROM AND PARALLEL TO THE COMMON LINE OF SAID LOTS 13 AND 14,FOR THE FOLLOWING CALLS: N 12°52'52"E FOR A DISTANCE OF 138.33 FEET; N 28°54 52"E FOR A DISTANCE OF 133.61 FEET; N 08°08'53"E FOR A DISTANCE OF 163.00 FEET TO THE SOUTH LINE OF A SECOND EXISTING 15.00 FOOT WIDE PUBLIC UTILITY EASEMENT BEING IN A CLOCKWISE CURVE HAVING A RADIUS OF 600.00 FEET; THENCE:CONTINUING THROUGH SAID LOT 13 AND THROUGH SAID LOT 14 AND ALONG THE SOUTH LINE OF SAID SECOND EXISTING 15.00 FOOT WIDE EASEMENT THROUGH A CENTRAL ANGLE OF 01°02'17"FOR AN ARC DISTANCE OF 10.87 FEET(CHORD BEARS:S 58°47'09"E-10.87 FEET)TO THE EAST LINE OF THIS HEREIN DESCRIBED EASEMENT; THENCE: CONTINUING THROUGH SAID LOT 14 AND ALONG THE EASTERLY LINE OF SAID 10.00 FOOT WIDE EASEMENT,5.00 FEET FROM AND PARALLEL TO THE COMMON LINE OF SAID LOTS 13 AND 14,FOR THE FOLLOWING CALLS: S 08°08'53"W FOR A DISTANCE OF 160.58 FEET; S 28°54'52"W FORA DISTANCE OF 134.04 FEET; S 12°52'52"W FOR A DISTANCE OF 135.22 FEET TO THE NORTH LINE OF SAID FIRST EXISTING 15.00 FOOT WIDE PUBLIC UTILITY EASEMENT; THENCE:N 86°43'19"W CONTINUING THROUGH SAID LOT 14 AND ALONG THE NORTH LINE OF SAID EXISTING 15.00 FOOT WIDE EASEMENT FOR A DISTANCE OF 5.07 FEET TO THE POINT OF BEGINNING CONTAINING 4324 SQUARE FEET OF LAND,MORE OF LESS,AS SURVEYED ON THE GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. SEE PLAT PREPARED JANUARY 2015 FOR MORE DESCRIPTIVE INFORMATION. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR No.4502 D:/WORK/MAB/14.977.MAB '��©� F cmem• p : \ D KERR \' ccc°mmcmmmmommmmmmmmmmme \ �,; 4502 ' �mea- J\mm�a b mi7' 4 Y 1 ✓06,Nso 70 CRE R-600.00' \ Ro. Ek Arc-10.87' 111 ���� W `OOp D-1'02'17" T-5.43' B—S 58'47'09" E Chord-10.87' �N� S► A LE: 1 " = 60' 15' PUBLIC UTILITY I ' \\\ OF• T. EASEMENT, 7249/292 N. . �� e°eeeeee•e'F •, N\ e Q O• E' '' \N Ioos°aeeose°se eeseseeioes 1-51° o \ -4, BRAD KERR \ 3 (0 \ seems ose•s°e°scee••sosss / \ VO 4 502 '19 ° •ao• �1 - \\ J geUR\� corgiU) \ 00 \ 0 LOT 13 o I,4 o \ BLOCK 3 z' Ioi \\ I I 10' PUBLIC UTILITY EASEMENT, 7249/292 \ 1/2 INCH IRON ' (4324 SQ. FT.) \\ I I ROD FOUND I lI \ I I ! > I I • /•/ //// I I co/ 1 // / I 1 A• o / / � ,� � LOT 14 // // I I y�r� BLOCK 3 / // DL ry / // 11 II ootid' // / I I `\'/ / Q, / // N / II II //1• ///// !/ •/ // / I I �`" 1/2 INCH IRON / // 1 / / ROD FOUND //// I I ^7/ / // / BEARING SYSTEM SHOWN HEREON IS BASED ON II 11 �� �� / // GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 1 1 Al U) // / SEE METES AND BOUNDS PREPARED JANUARY 2015 I I // // FOR MORE DESCRIPTIVE INFORMATION. I I ,`"k I / // II 1, i/ / LINE BEARING DISTANCE I I ' p 1- 15' PUBLIC UTILITY / L1 N 86'43'19" W 5.07' I I to „ EASEMENT, 7249/292 L2 N 86'43'19" W 5.07' I I ^Vk4N // / / y� / III Z/ /0) // / SURVEY PLAT I I I / / // OF A PUBLIC UTILITY EASEMENT __-----� L_ / / // PORTION OF LOTS 13 & 14, BLOCK 3 Lii 2 -------- WILLIAMS CREEK SUBDIVISION, PHASE 3 VOLUME 7249, PAGE 292 POINT OF COLLEGE—STATION, BRAZOS COUNTY, TEXAS BEGINNINGSCALE: 1 INCH = 60 FEET 1/2 INCH IRON N 12'52'52" E . ' SURVEY DATE: 10-01-14 ROD FOUND 15'21 c PLAT DATUE:MBER:01-21-914-97715 JOB N CAD NAME: 14-977 CR5 FILE: 14-753 JOHNSON CREEK LOOP 70' R.O.W. PREPARED BY: KERR SURVEYING, LLC 409 N. TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268-3195