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Drawingsa#T g E _ __ __6_- " .9 - fit, I3J .. -�lR ¢i167 CURVE TABLE, �.. m _. T 18 rirFlw_.,,,_ , 1 PrP' 10 SIR ISIMMEMIRIM =1 WE MWOMMM No 3 IPE iP AP in no € E 1i°53 539 .5�� GE STATIQ 20' P.0 . Alexandria'Subdivision Phe 6 39.75' ZO I 25.49' ZONED GE -GENERAL I C2 39.27' SUBURBAN 90.00'00 25.00' 35.36' a aaP fF �--� �.s � j -••5555^ C�T CF BAS `. �6ED CUFF FINAL PI - 40, 35:'50-''' I C esa Lane C3, C4, C5. C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED. P Phase 4B 30' PIPE fryP1GLJ r. --6'x3' M80 18'' PIPE 35"E ,-- 430: ssaneake Court 1 _ �.� �.....xs, a:r��Fr a .. ,.a.,,,<.�,K�,.,,.�. .,r :,.::. LEGEND JUNC. box I MATCHLIN ET 1 OF 2 y `` '[ �,, I I I I 1 I I I I I 1 I 1 I I 1 I I I R: .; Mi 8'R'srizc I SHEET 2 OF 2 I _-, , _ __ � w�f, EXISTING ONTOUR (MAJOR) � EXISTING SANITARY SEWER LINE a N.;fW.'. C2.. , n .,f!fi,u f.`.. die, .,: Y <-,t "'..:r3;.firrs,- , r .:n,,,F..<,4w. ..Sb' . ,. fi ,,:,f+,;. r; • - - N i 1 .. w° EXISTING CONTOUR (MINOR) " EXISTING WATERLINE 10' INLET O 1 11 1 ) ' TE . � r 1,.8..14 58 � .05 ' j PLAT BOU DARY -5 s %� E PROPOSED 6 SANITARY SEWER LINE PHASE LI -s-S-8- PROPOSED PROPOSED 8" SANITARY SEWER LINE I i rt - - - - - LOT LINE o PROPOSED SEWER MANHOLE I s 'a °IFI ' � �,;,• °� �� _ E ' O PROPERTY CORNER ___E___.. E __ 4 �.�` e d r.. �\ i/ s PROPOSED SEWER CLEANOUT EXISTING 15' ti� � ,. I 'Laky - . ����------------- 1 SEWER UNE - �+ 1 PROPOSED EASEMENT LINE - PROPOSED' 6" WATERLINE- „ I } EXISTING EASEMENT LINE PROPOSED 8 WATERLINE LUNEL ROW LINE - `" PROPOSED 12" WATERLINE -� _ _ E / ' PROPOSED FIRE HYDRANT `�.� ,✓.--�, �. � PROPOSED 4 SIDEWALK _ Lakeside Villagee , ? oP ROPOSED STORM SEWER Subdivision , SIDEWALK Phase L_Z_� SWIM PROPOSED STORM INLETFLOODPLAIN BOUNDARY \ , E _ ZONED GS -GENERAL. _�-__ ...� 509 0 r�� 100 � ���� CITY OF C� FLOW DIRECTION °EE , „ € SUBURBAN ✓ 'ALE IN EE T COLLEGE STATION I �� GREENWAY�DEDICATION AREA # VICINITY MAP E i N �0 :51 ;s. 0 LINE TABLE CURVE TABLE, CURVE TABLE f € CURVE Alex mdria Subdivis Phase 4B on CHORD BEARING Ct 39.75' ZO D GS -GENERAL 25.49' 35.69' I C2 39.27' UBURBAN 90.00'00 25.00' 35.36' € C7- 39.47' 25:00' 90'27'38- 25:20" 35:'50-''' I CS I jE! # C3, C4, C5. C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED. P Phase 4B 30' PIPE fryP1GLJ r. --6'x3' M80 18'' PIPE 35"E ,-- 430: ssaneake Court 1 _ �.� �.....xs, a:r��Fr a .. ,.a.,,,<.�,K�,.,,.�. .,r :,.::. LEGEND JUNC. box I MATCHLIN ET 1 OF 2 y `` '[ �,, I I I I 1 I I I I I 1 I 1 I I 1 I I I R: .; Mi 8'R'srizc I SHEET 2 OF 2 I _-, , _ __ � w�f, EXISTING ONTOUR (MAJOR) � EXISTING SANITARY SEWER LINE a N.;fW.'. C2.. , n .,f!fi,u f.`.. die, .,: Y <-,t "'..:r3;.firrs,- , r .:n,,,F..<,4w. ..Sb' . ,. fi ,,:,f+,;. r; • - - N i 1 .. w° EXISTING CONTOUR (MINOR) " EXISTING WATERLINE 10' INLET O 1 11 1 ) ' TE . � r 1,.8..14 58 � .05 ' j PLAT BOU DARY -5 s %� E PROPOSED 6 SANITARY SEWER LINE PHASE LI -s-S-8- PROPOSED PROPOSED 8" SANITARY SEWER LINE I i rt - - - - - LOT LINE o PROPOSED SEWER MANHOLE I s 'a °IFI ' � �,;,• °� �� _ E ' O PROPERTY CORNER ___E___.. E __ 4 �.�` e d r.. �\ i/ s PROPOSED SEWER CLEANOUT EXISTING 15' ti� � ,. I 'Laky - . ����------------- 1 SEWER UNE - �+ 1 PROPOSED EASEMENT LINE - PROPOSED' 6" WATERLINE- „ I } EXISTING EASEMENT LINE PROPOSED 8 WATERLINE LUNEL ROW LINE - `" PROPOSED 12" WATERLINE -� _ _ E / ' PROPOSED FIRE HYDRANT `�.� ,✓.--�, �. � PROPOSED 4 SIDEWALK _ Lakeside Villagee , ? oP ROPOSED STORM SEWER Subdivision , SIDEWALK Phase L_Z_� SWIM PROPOSED STORM INLETFLOODPLAIN BOUNDARY \ , E _ ZONED GS -GENERAL. _�-__ ...� 509 0 r�� 100 � ���� CITY OF C� FLOW DIRECTION °EE , „ € SUBURBAN ✓ 'ALE IN EE T COLLEGE STATION I �� GREENWAY�DEDICATION AREA # VICINITY MAP E i N �0 :51 ;s. 0 LINE TABLE CURVE TABLE, CURVE TABLE f CURVE CURVE LENGTH RADIUS 'DELTA TANGENT CHORD CHORD BEARING Ct 39.75' 25.00' 91'06'21" 25.49' 35.69' S02.3l'29'E C2 39.27' 25.00' 90.00'00 25.00' 35.36' N86'55'21.'.E_ C7- 39.47' 25:00' 90'27'38- 25:20" 35:'50-''' N0318�28Vry CS 39.46' 25.00' 90'26'16' 25.19' 35.49' S86'14'35"w C9 39.08' 25.00' 89'33'44" 24.81' 35.22' S03'45'25"E C10 39.07' 25.00' 89'32'22" 24.80' 35.21' N86'41'32"E C11 39.47' 25.00' 90.27'38' 25.20' 35.50' S03'18'28'E C12 39.07 25.00' 89'32'22' 24.80' 35.21' N86 -41-32"E C13 15.77' 25.00' 36'07'59' 8.16' 15.51' N23'51'21 "E C14 -- -- -- -- -- -- C15 15.77' 25.00' 36'07'59" 8.16' 15.51' S29'39'20"E C16 13.59' 25.00' 31'09'02' 6.97' 13.43' S63'17'51'E C17 -- -- -- -- -- -- C18 -- -- -- -- -- 35.36' C19 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39E C20 39.56' 25.00' 90'40'23' 25.30' 35.56' N8635'10"E C21 229.88' 430.00' 30'37'52" 117.76' 227.16' S56'33'54W C22- 39.26'= 25:00-' 89'58'35-": 24;99'• 35:35' NOX05'22*0 C23 39.27' 25.00' 90'00'00' 25.00' 35.36' S86'55'21 "W C24 39.27' 25.00' 90.00'00' 25.00' 35.36' NO3'04'39"W C25- 13.62" ' 25:00" 31'12'54- 6.-98': 13:45" ' N13T41'06"W" C26 133.02' 50.00' 152'25'48" 203.79' 97.12' SONO V39"E C27 13.62' 25.00' 31'12'54' 6.98' 13.45' N57*31'48"E C28 39.27' 25.00' 90.00'00" 25.00' 35.36' NO3'04'39'W C29 38.79' 25.00' 88'53'39' 24.52' 35.01' S87*28'31'W C30 36.66' 25.00' 84!01'02* 22.52' 33.46' S83'55'52"W C31 202.13' 430.00' 26.55'58" 102.97' 200.27' S67 -31'36"E C32 197.76' 370.00' 30.37'26" 101.30' 195.42' N65.40'52W C33 40.27' 25.00' 92'17'30' 26.02' 36.06' NOV13'24"W C34 1 39.27' 25.00' 90.00100' 25.00' 35.36' N8655'21 "E C35 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39"E C36 39.27' 25.00' 90'00'00' 25.00' 1 35.36' S8655'21 "w C37 39.27' 25.00' 90.00'00' 25.00' 35.36' NO3'04'39"W C38 39.27' 25.00' 90'00'00" 25.00' 35.36' N8655'21 "E C39 39.27' 25.00' 90.00'00" 25.00' 35.36' S03.04'39'E C40 39.27' 25.00' 90'00'00" 25.00' 35.36' S8655'21 "W 041 39.27' 25.00' 90.00'00" 25.00' 35.36' NO3'04'39"W C42 39.27' 25.00' 90.00'00' 25.00' 35.36' N8655'21 "E C43 39.27' 25.00' 90'00'00' 25.00' 35.36' S03 -04.39-E C44 39.27' 25.00' 90•.00'00' : 25.00.'.- 35.36' SB6:55!2A C45 39.27' 25.00' 90'00'00' 25.00' 35.36'. NO3'fl439"W-- C46 39.27'-' 25:00" 90.00'00" " 25-:00"` ` 3536" ' N86'552t'E- C47 39.27' 1 25.00' 90'00'00" 1 25.00' 35.36' S03'04'39"E C48 39.27' 25.00' 90'00'00" 25.00' 35.36' 1 S86.55'21'W C49 39.27' 25.00' 90.00'00" 25.00' 35.36' NO3*Oe39"W C50 39.27' 25.00' 90'00'00" 25.00' 35.36' N8655'21 "E C51 39.27' 25.00' 90.00'00" 25.00' 35.36' S03*Oe39'E C52 39.27' 25.00' 90'00'00" 25.00' 35.36' S8655'21 "W C53 39.26' 25.00' 89'58'35' 24.99' 35.35' NO3'05'22'W C54 39.28' 25.00' 90.01'25' 25.01' 1 35.36' N8654'38"E C55 39.27' 25.00' 90.00'00' 25.00' 35.36' SO.TO V39'E C56 42.72' 25.00' 97'54'04" 28.71' 37.71' SOT01'41 "E C59 98.49' 425.00' 13'16'39" 49.47' 98.27' S35.17'01"W C60 30.70' 25.00' 70.21'43' 17.62' 28.81' N63'49'33"E C61 161.54' 370.00' 2900'52' 82.08' 160.26' S68'29'09'E C63 39.07' 25.00' 89'32'22" 24.80' 35.21' S86'41 '32W C64 39.47' 25.00' 90'27'38" 25.20' 35.50' NO3'18'28"W C66 44.72' 25.00' 10729'22" 31.14' 38.99' S21'01'56'E C67 76.64' 375.00' 11'42'36" 38.45' 76.51' S36'OeO3"W C68 39.07' 25.00' 89'32'22" 24.80' 35.21' S86'41'32"W C69 39.47' 25.00' 90'27'38" 25.20' 35.50' NOT 18'28'W C70 38.51' 25.00' 88'15'46' 24.25' 34.82' N86'03'14"E C71 168.58' 430.00' 2727'43" 85.38' 167.50' N61'02'45"W C72 39.27' 25.00' 90'00'00" 25.00' 35.36' SOTO4'39'E C73 39.07' 25.00' 89'32'22"W.80' 35.21' S86'41'32"W C74 39.47' 25.00' 90'27'38" 25.20' 35.50' NO3'18'28"W C75 39.27' 25.00' 90'00'00" 25.00' 35.36' N8655'21 "E C76 39.27' 25.00.' 90'00.00' 25.00' 35.36' S03'04'39'E C77 39.27' 25.00' 90'00'00' 25.00' 35.36' 1 S86'55'21 "W C78 39.27' 25.00' 90'00'00' 25.00' 35.36' NO3'04'39"W C79 39.27' 25.00' 90'00'00' 25.00' 35.36' N8655'21 "E C80 39.27' 25.00' 90.00'00" 25.00' 35.36' S03'04'39'E Cal 39.27' 25.00' 90'00'00" 25.00' 35.36' S86-55121 *w C82 ' 39.27-- 25.00':' 90'00'00'- 25:00:'; , 3&26>:' N113'044'39 M ' C83- 39.27' 25.00' 9(roC ' 25:00'• 35.36'• N86*55,121!En, C84 39.27' 25.00' 90'0000' 25.00' 35.36' S03'04'39'E C85 39.27' 25.00' 90'00'00' 25.00' 35.36' S6655'21'W C86 39.27' 25.00' 90'00'00" 25.00' 35.36' NOT04'39"W C67 39.27' 25.00' 90'00.00' 25.00' 35.36' N8655'2I "E C88 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'0439"E C89 39.27' 25.00' 90'00'00" 25.00' 35.36' S86'55'21 "W C90 39:27" 25:00''` 190'00'00' ` 25:00'' 35036'° NO3'04`39"W-' C3, C4, C5. C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED. P Phase 4B 30' PIPE fryP1GLJ r. --6'x3' M80 18'' PIPE 35"E ,-- 430: ssaneake Court 1 _ �.� �.....xs, a:r��Fr a .. ,.a.,,,<.�,K�,.,,.�. .,r :,.::. LEGEND JUNC. box I MATCHLIN ET 1 OF 2 y `` '[ �,, I I I I 1 I I I I I 1 I 1 I I 1 I I I R: .; Mi 8'R'srizc I SHEET 2 OF 2 I _-, , _ __ � w�f, EXISTING ONTOUR (MAJOR) � EXISTING SANITARY SEWER LINE a N.;fW.'. C2.. , n .,f!fi,u f.`.. die, .,: Y <-,t "'..:r3;.firrs,- , r .:n,,,F..<,4w. ..Sb' . ,. fi ,,:,f+,;. r; • - - N i 1 .. w° EXISTING CONTOUR (MINOR) " EXISTING WATERLINE 10' INLET O 1 11 1 ) ' TE . � r 1,.8..14 58 � .05 ' j PLAT BOU DARY -5 s %� E PROPOSED 6 SANITARY SEWER LINE PHASE LI -s-S-8- PROPOSED PROPOSED 8" SANITARY SEWER LINE I i rt - - - - - LOT LINE o PROPOSED SEWER MANHOLE I s 'a °IFI ' � �,;,• °� �� _ E ' O PROPERTY CORNER ___E___.. E __ 4 �.�` e d r.. �\ i/ s PROPOSED SEWER CLEANOUT EXISTING 15' ti� � ,. I 'Laky - . ����------------- 1 SEWER UNE - �+ 1 PROPOSED EASEMENT LINE - PROPOSED' 6" WATERLINE- „ I } EXISTING EASEMENT LINE PROPOSED 8 WATERLINE LUNEL ROW LINE - `" PROPOSED 12" WATERLINE -� _ _ E / ' PROPOSED FIRE HYDRANT `�.� ,✓.--�, �. � PROPOSED 4 SIDEWALK _ Lakeside Villagee , ? oP ROPOSED STORM SEWER Subdivision , SIDEWALK Phase L_Z_� SWIM PROPOSED STORM INLETFLOODPLAIN BOUNDARY \ , E _ ZONED GS -GENERAL. _�-__ ...� 509 0 r�� 100 � ���� CITY OF C� FLOW DIRECTION °EE , „ € SUBURBAN ✓ 'ALE IN EE T COLLEGE STATION I �� GREENWAY�DEDICATION AREA # VICINITY MAP E i N �0 :51 ;s. 0 L3 & L4 HAVE BEEN OMITTED. MUM ZONED GS -GENE SUBURBAN 4� Purple Martin Cove NOT TO SCALE�tn } � E S ��F G o N PROJECT LOCATION sIs'a .". ._ x 3 kx' i£� 7< M&..f'.fi'Z ar t 11.25 Acre Common / n+�= 111 ada r �r s'�aF .t "' z kr"'! Own & Maintained b \ �, �, ,P S rook Homeowner's � E� ��� ' Associatio i Vol. 2 9.241 ga Vr J011� k LINE TABLE CURVE TABLE, ....... ..._.._ ------- __. I j Alexandria Sub 'vision Ptiase3 I ' !lj f CURVE LENGTH t 1 ZONED GS -G SUBURB TANGENT CHORD CHORD BEARING C91 39.27' 25.00' 90'00'00" 25.00' 35.36' I C92 I 25.00' 90.00'00" L3 & L4 HAVE BEEN OMITTED. MUM ZONED GS -GENE SUBURBAN 4� Purple Martin Cove NOT TO SCALE�tn } � E S ��F G o N PROJECT LOCATION sIs'a .". ._ x 3 kx' i£� 7< M&..f'.fi'Z ar t 11.25 Acre Common / n+�= 111 ada r �r s'�aF .t "' z kr"'! Own & Maintained b \ �, �, ,P S rook Homeowner's � E� ��� ' Associatio i Vol. 2 9.241 ga Vr J011� k LINE TABLE CURVE TABLE, CONT. LENGTH BEARING CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C91 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21'E C92 39.27' 25.00' 90.00'00" 25.00' 35.36' S03'04'39"E C93, 39.27 25.00' 90'00'00" 25.00' 35.36' S8655'21 *W C94 39.26' 25.00' 89'58'35' 24.99' 35.35' NO3'05'22W C95 39.28' 25.00' 90.01'25" 25.01' 35.36' N86.54'38E C96 39.27' 25.00' 90.00'00' 25.00' 35.36' S03 -04.39-E C97 39.42' 25.00' 90'21'19' 25.16' 35.46' S8T06'00"W C98 39.11' 25.00' 89'38'41' 24.85' 35.25' NOT54'00"W C99 39.27' 25.00' 90.00100" 25.00' 35.36' N86'55'21 "E C100 39.27' 25.00' 90.00'00" 25.00' 35.36' S03'04'39"E C101 39.42' 25.00' 90.21'19' 25.16' 35.46' S8T06'00"W C102 39.11' 25.00' 89'36'41" 24.85' 35.25' NO2'54'00"W C103 39.27' 25.00' 90'00'00' 25.00' 35.36' N86'55'21'E C104 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39'E C105 39.42' 25.00' 90.21'19" 25.16' 35.46' S8T06'00'W C106 39.11' 25.00' 89'38'41" 24.85' 35.25' NO2'54'00"W C107 39.27' 25.00' 90'00'00" 25.00' 35.36' N8655'21 *E ' . C408u 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39'E C109 39.42' 25.00' 90.21'19" 25.16' 35.46' S8T06'00"W Clio 39.11' 25.00' 89.38'41' 24.85' 35.25' NO2'54'00"W Ct11 ; 39.27' 25.00' 90'00'00" 25.00' 35.36' N8655'21 *E 0112 39.34' 25.00' 90'09'21" 25.07' 35.40' N86'49'15'E C113 52.36' 50.00' 60.00'00" 28.87' 50.00' NII'44'35"E C114 170.16' 50.00' 194'59' 3 380.05' 99.15' S79'l4'16'W L3 & L4 HAVE BEEN OMITTED. MUM ZONED GS -GENE SUBURBAN 4� Purple Martin Cove NOT TO SCALE�tn } � E S ��F G o N PROJECT LOCATION sIs'a .". ._ x 3 kx' i£� 7< M&..f'.fi'Z ar t 11.25 Acre Common / n+�= 111 ada r �r s'�aF .t "' z kr"'! Own & Maintained b \ �, �, ,P S rook Homeowner's � E� ��� ' Associatio i Vol. 2 9.241 ga Vr J011� k LINE TABLE - .406 AC. LINE LENGTH BEARING L1 107.72' N41 -01.27-E L2 73.58' S48.04'39'E L5 72.89' S48'32'17"E L6 90.20' N41'55'21 "E L7 89.80' N41'55'21'E LB 65.42' S4r04'39"E L9 89.54' N41.53'56'E L10 89.52' N41'55'21'E Lll 89.52' N41'55'21'E L12 77.58' N41 -55'21'E L13 75.70' S48'04'39"E Ll' 83.06' N4l'5V21 "E - L15 103.04' S80'59'35'E L16 20.58' N28 -38.42-E L17 67.55' S80'59'35'E L18 65.00' S48'04'39'E L19 65.00' S48'04'39"E L20 65.00' S48'04'39'E L21 65.00' S4T43'20'E L22 66.00' S48'04'39"E L23 66.00' S48'04'39'E L24 66.00' S48'04'39'E L25 66.00' S4T43'20"E L26 66.17' N48'04'39"W L27 66.06' S48'04'39"E L28 66.02' S48'04'39"E L29 65.74' S48'04'39'E L30 20.73' N86'43'43"E L31 120.00' S48'15'l5'E L32 96.29' S76'02'12'E L33 204.84' S48'13'31"E L34 161.22' N41'47'12"E L35 70.30' N48'17'05"W L3 & L4 HAVE BEEN OMITTED. MUM ZONED GS -GENE SUBURBAN 4� Purple Martin Cove NOT TO SCALE�tn } � E S ��F G o N PROJECT LOCATION sIs'a .". ._ x 3 kx' i£� 7< M&..f'.fi'Z ar t 11.25 Acre Common / n+�= 111 ada r �r s'�aF .t "' z kr"'! Own & Maintained b \ �, �, ,P S rook Homeowner's � E� ��� ' Associatio i Vol. 2 9.241 ga Vr J011� k fa mmm METES- AND' BOUNDS14 � W R R N ..� ' yn ORD =u ,_, _ y. E „ w 11h, ER OF PHASING �a All that certain lot, tract or, parcel of land being 97.94 acres situated in the ROBERT STEVENSON. _ ,. � - , , 9 _LEAGUE, _Abstract No. 54, . College Station .Brazos Co certbl - , County, Texas and being the remainder o EXISTING. -- n called 9J.25- acre tract as described in deed from Alton Go - - � 9 f that PHASE 1A PH - ree-Neelley to Llsa M.- Neelley; of reeord� in� Vdlume-° 398~,' a e 493, Deed Records of Brazos ' ASE 6 tract beingmore P 9 County, Texas, said 97.94 acre particularly described by metes and bounds as follows: P-HASE 1 B PH = ASE 8 BEGINNING at a 3/4"" iron- pipe- found for the most southerly corner, said corner being the occupied most souther) corner of said called 99 PHASE PR N%I M I NARY PLA easterly corner of the College Station I.S.D. Graham Road School Site Future Phase II and bei y of acre tract, said corner also being the most C ng called 31.6338 acres as described in final plat of record in Volume 3202 a e 65 also being located in the northwest line of the Edward Froehling called 93.543 acre tract as described in Volume 3162, page 199; P 9 said corner PHASE 2 FUTURE: PHASE 7 THENCE N 48' 04' 39" W, along the southwest line of said called 99.25 acre tract and the northeast line of said College Station I.S.D. Future Phase II tract act and Lot 1, Block 1 of Phase I being PHASE 3 PHASE 9 DOVE CROSSING SUBDIVISION called 17.396 acres respectively a distance of 2062.17 feet to a 3/4" iron pipe found in the southeast right-of-way line of Graham Road for the most westerly corner, said corner being the PHASE 4 most northerly corner of said College Station I.S.D. Lot 1, Block 1; THENCE along the southeast right-of-way line of said Graham Road the following calls: NOTES: PHASE 5 107.759 ACRES N 43' 01' 42" E, distance of 935.93 feet to a 1/2" iron rod with cap set for angle point; 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE T 0 GRID tract, said corner also being located in the occupied southwest - line- of the.. Ralph D.. Lee; , Jr. _ calledSAVE N 41' 01' 27" E, a distance of 107.72 feet to a 1/2 iron rod with ,cap set for angle point; and - NORTH H UTILIZING:. GES:: METHODS. AND EXCEPT N 41' 01' 27" E, a distance of 721.85 feet to a 5 fence corner post found for the most northerly corner, said corner being located in the occupied northeast line of said called 99.25 acre _ 10.0.0_, acre... tract: as, described in Volume 148,. page. 300;. 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT: I A: THE " RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED. IN PHASE 1 A - 9.618 AC. PHASE 3 - 8.708 AC. THENCE S 48' 32' 17" E, along the occupied northeast line of said called 99.25 acre tract and the occupied southwest line of said called 10.00 acre tract " VOL. 98 P a distance of 813.16 feet to an 8 G. 84 MAY AFFECT THIS TRACT, BUT ITS LOCATION IS UNKNOWN. �� fence- corner-, post found.. for: an: interior corner, said corner being an occupied interior comer of said called 99.25 acre tract and also being the occupied most souther) corner of said B. THE RIGHT-OF-WAY EASEMENT = - Y called TO THE CITY OF BRYAN RECORDED IN PHASE 1 B 8.451 AC. PHASE 4 - 7.152 AC. 10.00 acre tract; VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN. .� THENCE N 42' 19 42 E, along the occupied northwest line of said II d 99 25 t t d 44,C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN PHASE IC'. - 7 9'79 AC P HAS E 5 10 I - a acre rac an a occupied southeast line of said called 10.00 acre tract a distance of 518.84 feet to an 8" VOL. 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN. fence corner post found for the most easterly north corner, said corner being an occupied north corner of said 99.25 - .406 AC. called acre tract, said corner also being located in the occupied southwest D. THE EASEMENT AND RIGHT-OF-WAY TO GTE SOUTHWEST INC. line of the Myrtle Tolson called 25.6 acre tract as described in Volume 3115, page 35; RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN. PHASE 2 _ - 8.289 AC. PHASE 6 - 18.891 AC. t s t AN PHASE 8 - 10.567 AC. occupied northwest line of the Peyton Waller called 22.796 acre tract as described in Volume 327, page 90; a . 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 % 4 R EMAINING PHASES acre THE BENEFIT OFA TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL THENCE S 41' 53' 56" W, continuing along the occupied- southeast line. of, said. called.. 99.25-, acre,. tract._ and -,the., occu .ied., northwest line ofEASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO feet to the PLACE OF BEGINNING and said .called 93.543 acre .tract a :distance: of . 1325,98 97.94 PHASE 7 15.961 fa mmm METES- AND' BOUNDS14 � W R R N ..� ' yn ORD =u ,_, _ y. E „ w 11h, ER OF PHASING �a All that certain lot, tract or, parcel of land being 97.94 acres situated in the ROBERT STEVENSON. _ ,. � - , , 9 _LEAGUE, _Abstract No. 54, . College Station .Brazos Co certbl - , County, Texas and being the remainder o EXISTING. -- n called 9J.25- acre tract as described in deed from Alton Go - - � 9 f that PHASE 1A PH - ree-Neelley to Llsa M.- Neelley; of reeord� in� Vdlume-° 398~,' a e 493, Deed Records of Brazos ' ASE 6 tract beingmore P 9 County, Texas, said 97.94 acre particularly described by metes and bounds as follows: P-HASE 1 B PH = ASE 8 BEGINNING at a 3/4"" iron- pipe- found for the most southerly corner, said corner being the occupied most souther) corner of said called 99 PHASE PR N%I M I NARY PLA easterly corner of the College Station I.S.D. Graham Road School Site Future Phase II and bei y of acre tract, said corner also being the most C ng called 31.6338 acres as described in final plat of record in Volume 3202 a e 65 also being located in the northwest line of the Edward Froehling called 93.543 acre tract as described in Volume 3162, page 199; P 9 said corner PHASE 2 FUTURE: PHASE 7 THENCE N 48' 04' 39" W, along the southwest line of said called 99.25 acre tract and the northeast line of said College Station I.S.D. Future Phase II tract act and Lot 1, Block 1 of Phase I being PHASE 3 PHASE 9 DOVE CROSSING SUBDIVISION called 17.396 acres respectively a distance of 2062.17 feet to a 3/4" iron pipe found in the southeast right-of-way line of Graham Road for the most westerly corner, said corner being the PHASE 4 most northerly corner of said College Station I.S.D. Lot 1, Block 1; THENCE along the southeast right-of-way line of said Graham Road the following calls: NOTES: PHASE 5 107.759 ACRES N 43' 01' 42" E, distance of 935.93 feet to a 1/2" iron rod with cap set for angle point; 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE T 0 GRID tract, said corner also being located in the occupied southwest - line- of the.. Ralph D.. Lee; , Jr. _ calledSAVE N 41' 01' 27" E, a distance of 107.72 feet to a 1/2 iron rod with ,cap set for angle point; and - NORTH H UTILIZING:. GES:: METHODS. AND EXCEPT N 41' 01' 27" E, a distance of 721.85 feet to a 5 fence corner post found for the most northerly corner, said corner being located in the occupied northeast line of said called 99.25 acre _ 10.0.0_, acre... tract: as, described in Volume 148,. page. 300;. 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT: I A: THE " RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED. IN PHASE 1 A - 9.618 AC. PHASE 3 - 8.708 AC. THENCE S 48' 32' 17" E, along the occupied northeast line of said called 99.25 acre tract and the occupied southwest line of said called 10.00 acre tract " VOL. 98 P a distance of 813.16 feet to an 8 G. 84 MAY AFFECT THIS TRACT, BUT ITS LOCATION IS UNKNOWN. �� fence- corner-, post found.. for: an: interior corner, said corner being an occupied interior comer of said called 99.25 acre tract and also being the occupied most souther) corner of said B. THE RIGHT-OF-WAY EASEMENT = - Y called TO THE CITY OF BRYAN RECORDED IN PHASE 1 B 8.451 AC. PHASE 4 - 7.152 AC. 10.00 acre tract; VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN. .� THENCE N 42' 19 42 E, along the occupied northwest line of said II d 99 25 t t d 44,C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN PHASE IC'. - 7 9'79 AC P HAS E 5 10 I - a acre rac an a occupied southeast line of said called 10.00 acre tract a distance of 518.84 feet to an 8" VOL. 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN. fence corner post found for the most easterly north corner, said corner being an occupied north corner of said 99.25 - .406 AC. called acre tract, said corner also being located in the occupied southwest D. THE EASEMENT AND RIGHT-OF-WAY TO GTE SOUTHWEST INC. line of the Myrtle Tolson called 25.6 acre tract as described in Volume 3115, page 35; RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN. PHASE 2 _ - 8.289 AC. PHASE 6 - 18.891 AC. THENCE S 47' 43' 20" E, along the northeast line of said called 99.25 acre tract a distance of 1228.53 feet to an 8" fence corner post found for the occupied most easter) corner, 3. THIS PROPERTY IS CURRENTLY ZONED GS, GENERAL SUBURBAN. corner being the occupied most easterly corner of said called 99.25 acre tract and also being located in the PHASE 8 - 10.567 AC. occupied northwest line of the Peyton Waller called 22.796 acre tract as described in Volume 327, page 90; 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION. THENCE S 41' 14' 58" W, along the occupied southeast line of said called 99.25 acre tract a distance of 957.05 feet to a 3/8" iron rod found for angle point, said corner beingthe occupied most westerly corner of said called 22.796 acre tract and also being the occupied most northerly corner of said 93.543 tract; 5. THE SURVEY FOR THIS PROPERTY WAS PREPARED WITH R EMAINING PHASES acre THE BENEFIT OFA TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL THENCE S 41' 53' 56" W, continuing along the occupied- southeast line. of, said. called.. 99.25-, acre,. tract._ and -,the., occu .ied., northwest line ofEASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO feet to the PLACE OF BEGINNING and said .called 93.543 acre .tract a :distance: of . 1325,98 97.94 PHASE 7 15.961 containing, acres of land, - more- or less. THIS, POLICY IN - GF NQ.- 140603. - AC " And- being,,, the_ sami property_: described in Deed from Dove Crossing Development, L.L.C. to Phi -Ton Investments, L.P., dated August 11 200 6. THIS PROPERTY DOES NOT LIE WITHIN A 100 -YEAR FLOOD HAZARD AREA AS Records., of Brazos: County, 4, and recorded in Volume 6251, page 270, Official = PHASE 9 13.523 AC. ;Texas,;PER FLOOD INSURANCE RATE MAP (FIRM) NO. 48041 C0310F, DATED APRIL 2, TRACT TWO2014. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY BASE FLOOD : l ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION FOR THE SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION PREPARED BY Beingall that certain tract or 9 McCLURE ENGINEERING parcel of land lying and being situated in the ROBERT STEVENSON LEAGUE, A-54 in College Station, Brazos Count Texas being BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10 and a portion of the 93.543 acre y� g P tract conveyed to Edward Freehling by deed dated June 16, 1998 recorded in Volume 3162, Page 199 of the Official Records of Brazos County, (O.R.B.C.) being BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18 LOTS 1 THRU 12 described by metes and bounds as follows: .Texas .and more particularly 7, CURVE LENGTHS THS SHOWN ARE ARC LENGTHS. BLOCK 3 LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10 - " BEGINNING: at a found 3/8 -inch iron rod marking the 8. T ' / g e north corner of the said 93:543 acre tract, the west corner of the Peyton HE 20 PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ADJACENT y Waller 22.796 acre tract described m Volume 327, Page 90 the Brazos County BLOCK 4 LOTS 1 THR ' BLOCK 5, LOTS 1 THRIU U 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20 LOTS 1 i THRU 24 U 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 26 of T Deed Records (B.C.D.R.) and said iron rod beingin the southeast line 0 THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE of the Phi -Ton Investments, L.L.P. 97.94 acre tract described in Volume 6251, Page 270 (O.R.B.C.); POWERLINES IN ORDER TO BLOCK 6, LOTS 1 THRU - 47 BLOCK 14 LOTS 1 T THRU 14 BLOCK 22, LOTS 1 THRU 12 PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY. , SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS EXTENSION, THIS EASEMENT ' THENCE: S 45' 14' 21" E along the common line of the said 93.543 and 22.796 acre tracts for a distance of 423.66 feet to a found 5/8 -inch iron rod for iron BLOCK 7, LOTS 1 THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5 corner, said rod markingthe WILL BE CONVEYED B Y PLAT WITH THE DEVELOPMENT OF PHASE 1C. south corner of the said Waller tract and the west corner of the 11.254 acre Springbrook -Common Area described in Volume 2387, Page 241 (O.R.B.C.); BLOCK 8, LOTS 1 THRU 10 BLOCK 16, LOTS 1 THRU 24 9. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' THENCE: S 45' 19' 06" E along the common line of the said 93.543 and 11.254 acre tracts for a distance of 483.02 feet to a found 1/2 -inch iron rod for ROBERT STEVENSON LEAGUE A-54 corner, said corner marking the ASSOCIATION (HOA). north corner of ALEXANDRIA SUBDIVISION, PHASE 2-A as recorded in Volume 3847, Page 207 (O.R.B.C.); COLLEGE STATI0N, B RAZ 0 S COUNTY, TEXAS THENCE: S 44' 39' 11" W along the northwest line of said PHASE 2-A for a distance of 150.00 feet to a found 1/2 -inch iron rod for corner, said iron rod marking the northeast corner of ALEXANDRIA SUBDIVISION, PHASE 2-B as recorded in Volume 3922, Page 284 (O.R.B.C.); "_ SCALE: OO' AUGUST, 2004 THENCE: along the northeast line of said PHASE 2-B for the following eight (8) calls: OWNER/DEVELOPER: REV. SEPTEMBER, 2004 1) N 45' 19' 06" W for a distance of 204.81 feet to a found 1/2 -inch iron rod for corner, Ed Froehling Builders OCTOBER, 2004 (REV. 2)a 2) N rn 73' 07' 40" W for a distance of 96.28 feet to a found 1/2 -inch iron rod for comer, 3887 High Lonesoo (NOTE 8, SHEET 2 OF 2 ONLY) 3) N 45' 20' 49" W for a distance of 120.00 feet to a found 1/2 -inch iron rod for corner, 4) S 89' 39' 11" W for a distance of 20.71 feet to found- Celle 9 Station, 77845 AUGUST, 2005 (REV. 2) a- 1/2 -inch -iron rod for corner;-. 5) 170.17 feet in (979) 776-8266 a counter -clockwise direction along the- arc- of- a curve- having, a-: centrah: arrgle-= of-, 1955E Oli O.Q", - a rodius_; of� 50.00 feet, a tangent of 379.79 feet- and- a lon chord:- bearing-: - 82' 09' 11" W distance Ings MAY, 201 0 REV. 3 ( ) at a of 99.14 feet to a found 3/4 -inch iron pipe for a Point of Reverse Curvature; 6)' 52x36-' feet` atotrg- th`e- arc- of` said reverse curve having a central angle of 60' 00' 00", a radius of 50.00 feet, a tangent of 28.87 feet and a long chord bearing S 14' 39' 11" W ENGINEER: JANUARY, 2015 (REV. 4) at o distance of- 50.00 , feet- to --a- foun-d-� 3/4 -inch iron pipe for the Point of Tangency; 7) S 44' 39' 11" W for a distance of 430.90 feet to a found 3/4 -inch iron pipe for the Point of Curvature of a curve to the right; Kent_ La za;. P. -6E-. 8) 39.27 feet along the arc of said curve having_ a central angle of 90' 00' 00",. a radius of 25.00. feet, a- tangent- of. 25.00_ feet and a long chord bearing_ S 89' 39' 11 " W at a_ distance. 4101 S. Teras Avenue Suite A ' 35.36 feet to a found 3/4 -inch iron of / pipe for the Point of Tangency; Bryan, TX 77802 THENCE:. 49" W -for: a-. distance of 424.70_ feet to. a- 1/2. -inch :iron rod._ set_ for: corner;. said_: iron: rod_ alsg beings ill the northwest line_ of the. beforesaid_. Freehling_ 93.543- acre:. tract;., and.: the Phi -Ton Investments, ments, L.L.P. 97.94 acre tract; (979) 846-6212 D O N D U R D E N I N C d.b.a. CIVIL ENGINEERING CONSULTANTS THENCE: li 46, 03'- 16" E:_ aloe' g_; the common line of the said 93.543 and 97.94 acre tracts for a distance of 491.74 feet to a found 8" dia. fence post; 4101 S. TEXAS AVE, SUITE A BRYAN, TEXAS 77802 THENCE: N 44' 34' 14' E continuing along said common line for a distance of 296.58 feet to the POINT OF BEGINNING and containing 9.804 acres of land, more or less. TEL: (979) 84.6-6-21`2' SHEET 2 O("e 2 SAN ANTONIO / LAREDO FAX: (979) 846-8252 I) BRYAN / COLLEGE STATION REGISTRATION #F-2214 Ij ! 11 : : ; � 1--=), , I I I I i (\,_---�/ \­."1,1-----1� I "' �: LEGEND i 1 Cn Sun Mlows Subdivisol �TF F.M. Amold Tract rI Amold Tract � I I -0 A�44.8 ,AQ- . t I ! : I I � Phl' 1, 4137/254 I . i Tract B --------3&e---- EXISTING CONTOUR (MAJOR) 8 � - �: I ) CD 9no/AAS ., I , EXISTING SANITARY SEWER LINE : . EXMM ! : P,d R I * I � - : < I - . EMS1111INIG: : ZONED R -RURAL . , ---L---] & �q ­­ ( , 11 : ( , i: _____�ONED�R-2 ; /--S' INLEr- � ilp� - N -- 5 qF 411 EXISTING CONTOUR (MINOR) - EXISTING WATERLINE 1: - - � A ­ _ .-I.---.- "-� W INLFr i .. - .. - �z w w w I - ­ ­ pland Subd:�� .-I, - g -- - - JRAL t w t %iiil w - -� - �z - I') - -M 7 4 y 5'4NLEr-- - ­­­- / I-V . - - -- V- w V a. pliv w w A, - \ .... .. - - =-.1;;:;� -S-6-S�- ,: � . =;�;7�-, NGI� I \ - :1 �11 , 5M Is- ;R - - 1101 � � ­­­ PLAT BOUNDARY PROPOSED 6" SANITARY SEWER LINE'!,,:! --------- CITY AN� ii �4;,PRRM-irl 1 1 � -/ . N/ ./--�- - - , Qm � - L: . .... __- -1 ----"-"-- -- F z 11 -w le.11 2 1! ! ,, � i 0, GTE' 0 - I M 1=- MM, MM - M � PHASF- LINE PROPOSED- 8" SANITARY, SEWER, UNE- I F ' - I - I r. ------- :i , . - I I I ­ I PIPE E )�/17'1�22) Dwm � --- LOT LINE 0 PROPO OLE - a UTH�IN ­­� -S-8-S-8- ", - I !ANLErt - - - f C. \--) __j 1 O` R -.O. -W.' EA - ENT- 9 - \-DOSTINV O I �6­ LINE - -- 2e WE 0 t -R; ,VMM(-w-----,\ 10_� (400 , -24�- ,- -,\ ­- , Z (17 4 & 1 1)2� ��-,'$- ,pK ,�ww all, 47' CONC. PW - 70' RO 7% I:r WAYERLDE , ,,,-iw Mw � _ w W. - - --- --- - -- - N4 1'42" � - I I 1 17� i - - 1 001'27 E - 721.85' - I - d2h­7 -- - % - .., ­ -- I—— ­­ - -- - . - 161 V I ,.-DWM 2r 4 001-1 ww - ­� - - - . ;: , -- - - -a - � -0 - W��­­�I,zz�-2 - ­­-�A - ;�-­;­,-"Irll�­­wll�� 0 . - - . ---.-.-..-- - I � - - - ---I'-,-- I-— Mm"P.1-T I ­­­ . . �Ll - ) - \­­ - - ___Isc:K 1--/--- i -1� 1i 11 S. I - - r-. -11 ­­:J,�­ ,,­,,<�­;'11 -w - -- -- -- I - � , 1====zz::::_ - <::7 :: . - -- - ; , T ( -= AILV & 110 - - 1162' - -1 5r,sq A ;4�N-��5ZZL- i -5&54-- ,!�N: .Or r I =7: 7p.. t �- \ : ---- ., -- - ,�­--- ��'­ I T LINE -"`�- PROPOSED 6" WATERLINE I ---- 94!�L- �-- - ---- - --.-. :EE7 - - ----r . � ,q I p � : -- \ O -d' ----T- GU7, --.I- ==W- , J- M.57 -- . jrj�32.17j. 55.52 ----.- __ - 'F--'---- ---­--�--ilq- - i ; " i 11 11 �- I 1 -limp I -------I �-- -93, i7, -174--7 77 - - "'5 1 . , ,�,, i --t1­11-t- I - I - - - - - : ­ - - DO 'EXISTING EASEMENT LINE ! = .. I 10 IMN L rr PIPE, . PROPOSED 8" WATERLINE �:j� T z 7- r T -- , I JUNG- BOX I ; \� �, 4*117 1 18 z rt I � 1, Z 7- , 4 ­ : z 19 PALL .. , i - ll.r. / � -Ul-," �-Ik - . �W�M4- � ',',�9� ... I- It. - _ _��V_ _ _ , _ I -�- DVPW4 - - 11 1"n .... � . ,� ;, I .... . --� I al ", q 0 - M '�� p 0 '� 0 0 i Lll!� - I&MM .I, t -p- 1p. .i` - -� :� 0� , � - I ROW LINE PROPOSED 12" WATERLINE \�Q,,,� � -:, �! " t,:, 0 LFALRNM . j - w § LANIREW j r 1 , ..., *�' I , I,-, i �� " , 1 1 , I 0> Ma - i .­ I I � % ; In -. I ,� � , 2 9) 41, .60 C', ("') , -1 . - t,:i ,<, j�d� I 1'. I ­ [-;� j< . , 1� � M � - 4 ��',71� " �,. - = �O , I ", - - - I I , I -,� i "'! 1 --, 9' U �5;;y- - 6 "I �'u 4t P� .., ; � - -� , 1 " �,' 1�'�' I 1:a; , - ) I , , -0,� "h ,,9�; & a I 11 Tt i - 1 2 1 y) j <,g , 114 - 0 , I ­­ I ­ I I - I 11 �g t'i - %` w � i 1. �� � '-� � , 'd - i . , - I,.' <0 -,�!�q �-�o (--"\ I � ;Z* I I � 1:9 " : -111 �!�� � - I - !"'T .6, VLEI PROPOSED 4' SIDEWALK ! A J� t /11 - i 1, I : I.i5 < � I - e !:.-? jll � 0 --­­-----­ PROPOSED STORM SEWER i e- BLOCI� . �F- � 1:5 5 i I ! I I .- - ­� ; I ­­­:,­1111111­�,�­ or� -j I I I : I BLO'cx. " �,,�" . 1;1!�z 1L w P.0 . PROPOSED 6' SIDEWALK \ , 1 1 ; 7 t !r -i �­ CM PROPOSED STORM INLET ,%--w I crff"4 I I-.- By OCK I wf BLOCK 1 I � n / ,I- . . �37.lia' 4p�pp,- .11 ,1_ 4,,I,Q I 1 1 0, I I ` I F -V �, I '9 ��, �, - ni-)y . 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I �- - �0 . 16'40"E 0 0--)5'2-1�tc " � I'll, ,�, . = - 4 :: :� 4 :� = --! k . = r 7- = it 21 _ _A4ZL6L4Q:��_ I Ed Froehling Builders OCTOBER, 2004 (REV. 2) ......4 .... �� �, Q -- Q 0 t I 0 0 D - Z / / � �; () p �, 6 P -- C 22 i o" 84 . 26 In 25 ba 'n ,L1+ --'I C, �; . -pt -pt . 14 �-4' I - - '�, , I 24 CA 14 b .R C) CA - -1 3887 High Lonesome U) I aiI ! p 10 " (.; , 0 a " p, ,�j 6 I :, ,:; b cl; 1; 16 1 15 (NOTE 8, SHEET 2 OF 2 ONLY) H I '.1 ­� to Ct w � ct (0 31 11 i 0 I" I q - -C, -� (O _­�,- :1-0- INLEr- . .1 11 (0 1-�. 4, i b / / " 0; H I J'� J­� . - !F ) 1:4 I I 1:4 I:? I:? I 1:4 I . n "0*00, , ; i 9 �� i --� :9 111-4 :e & College Station, ! 1 t;z I - I 11 L I 11 '� ; i 1IFE ig I 'ra I I I I I ­. I III I I I -- I I k, Ito AUGUST, 2005 (REV. 2) : I M ICK 0 BLOCK IV INLE11. BLOC I I I 0 / -1 , I � J (rfira)i I 1-ULUk-1k, 19 14 BLOCK 0 21i I I S0'55'21�W III Ii ) 4 1 01 . I � 1. 45.00' . 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I* 15 "! -. �, lit E 'F .;� p . �� "j I ., , :, 0"I ,, 2- ,'- 3, P 0- 4- 5- W:10-., 6 i-,,, I, t 7 bD 8 9 10 C, 11 , - - - in � 111-� I 0 I iz 1 1 1 1 i 1� f�g : : �; A lilt 1w I :w ,11" L 3.90 * w C', to (A (A a ICA I . : - I : LU - - j . _� 30 PIPE -1 Mwmv I I I I JUNC. 8 I ,R (A 4t a ,----11­ �6 � --I- --- - - -- - ------- --- - :9 w w -. (D TD 0 t to . clil BRYAN, TEXAS 77802 co - , i---------- I j -- "- 0 ffi;� "----i 1-1 �11­ --- *f'- :9 :4 . Z9 . :9 Iv? :9 rn I 0 I - - � -1111.111, - -="-�,:7!0,fl"4--�L"�'ffl-�9w-wle"Aolola-=-�-,�ou�uu�4�,�,�ll-v�,,�,�,,�,�,,�m -�1--l",,V�,�ll,",--"�ll,��---- - I , I I 1 -6212 r - . �11 T� 11 " 11 -- - - - --- I I I TEL: (979) 846 L�,5 99 I �­ ­p��­=�M­­­ - --7 1 RIO '-- I 11 2 MATCHLINE SHEET I OF 2 1 .��'XY RCBC W PIPE JUNC. E*X--"I I'll - I I I I I I I I FAX: (979) 846-8252 to ::�, I MATCHLINIE I 1119M� - � . I -1 I I � I I I I I MATCHLINE SHEET 1 OF 2 SAN ANTONIO / LAREDO nommumamm = w SMINMENEW = w - Mwo = = = w -=- mufffinammm M w MUSSEEM M w ummommam = = 6 w w OEM=== up 5M w w 1-1- = = I= = I w = = BRYAN / COLLEGE STATION REGISTRATION #F-2214 - - S� 2 - 11 I ,-"-�-11,��,�l".�.,---,-.--,--- ­ ", -;Nz:±-5=- -- 11-- ------- SHEET 2 OF 11 " '.9 SHEET 2 OF 2 - - - - - - _bWTI&W -- I SHEET 2 OF 2 11 SHEET 1 OF 2 1 1 11 M-nll--� , I I 97r R� i t= �--g,mir-A zs-_001 46;�rm =-=-Immm mm""'n"M IM 11 I - !�] ---- I Ag - .17d Su,b, \\��- i _ : 4 . 7� 4A!� 1, I _ _ OZ -81R -Y _ �Ar - z V d7vilk-4 & D70' nROW xr /1�P.P21 (j%=`1 , I - I_,--- , I 4-w- 59, I , q --o' I - -- I\_ 15 PWIPE � I I I I I """IF I II , I I � 1-1 . i � , . , _ I I, , , .. I , 71� 1 1 , . r, I I - , , --�, r � , , � -1 " , I I " � - I i : I . . I I Tav-en ko I � 2- : f ; � I : I i . . � I I , - A, � .1 I