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HomeMy WebLinkAboutDrawingso { C? SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS A LLOWS: 1/2" IRF h I 15 33 r Qa - _ - .: _...__- a PUE _ I _ - _-- --- _ - --� i - - I 10 PUE :�.- _:_-. �__._._._.__..-----•-=--------__...__:-_-__._�.._..-___._-------�----•-- --- _ THENCE: S 44° 34` 30" W ALONG THE NORTHWEST LINE OF CORPORAL DRIVE FORA { i \ / BEGINNING AT A S5 INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF THE ( ER IFA DISTANCE OF 43.50 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A N4525'30"W 112.93', � ' / CALLED 136.063 ACRE TRACT AS DESCRIBED BY A DEED TO L, M. HAUPT JR AN) STEItILA RADIUS OF 25.00 FEET; - - - 0 GEREN HAUPT, RECORDED IN VOLUME 171, PAGE 392 OF THE DEED RECORDS OFIB S CCyCTIVTY, ' 0 Ia � � I 3 2 yy o I o G 4 I I TEXAS, MARKING THE NORTH CORNER OF WILLIAMSGATE SUBDMSION, PHASE , A RDINC3 TO THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FORAN { 32 I� I 5 I l4 I 13 1 12 1 ll I 10 1 y i 8 11 I f� 15 27 26 25 24 1 23 I 22 1 21 1 20 1 19 1 18 1 17 1 16 I 1 THE PLAT RECORDED IN VOLUME 7705, PAGE 206 OF THE OFFICUIL PUBLIC RECO S OF FIR) I ARC DISTANCE OF 39.27 FEET (CHORD BEARS: s 89'34'30"W - 33.36 FEET) To A POIN N4525'30"W 112.75' I I L I. I I _ - _ �•+ I I ( ( ( I I ( ( I ( I 1 I I COUNTY, TEXAS, SAID IRON ROD FOUND MARKING THB NORTH CORNER OF SAIDI EMAIND 3R OF 3.0 ON THE EXTENSION OF THE NORTHEAST LINE OF LIEUTENANT DRIVE (30' RO.W.) - I { { { S { { 1 I I I I l I I BLOC_ 1 ACRE TRACT; I BLOCK 2 I { I I MARRING THE ENDING POINT OF SAM CURVE; p , THENCE: N 43° 34' 49" E ALONG THE COMM L ° 'o0 1 15' PUE 31 t�A ( I \ ON INE OF SAID REMAINDER OF 3.0 A RE TRA AND THENCE: N 45 25130"W ALONG THE EXTENSION OF THE NORTHEAST LINE of u� I � P4 \ BIa �� � 1 ✓ �. �-. -_ � _: _. --- - ._ SAID REMAINDER OF 136.063 ACRE TRACT FOR A DISTANCE OF 124.14 FEET TO A �4 CH IROItii ROD LIEUTENANT DRIVE FOR A DISTANCE OF 4.79 FEET TO A POINT; _ _ FOUND MARKING l-- -----� Q.� ��_ _ COMMON OF SAID REMAINDER OF 3.0 AC {� tP,) I. REMAINDER OF 8.83 A CRE TRACTOR CE: S 440 34' 30"W ACROSS THE RIGHT-OF-WAY OF LIEUTENANT DRIVE FOR _ _ _ -- THEN 87.44' V I' - __ _ ._ _ __ _. .. _ _ - --- --- _- - DISTANCE OF 50.00 FEET TO A POINT ON THS NORTHEAST LINE OF COMMON AREA N THENCE: N 44° 11'53"E ALONG THE COMMON LINE OF SAID REMAINDER OF 8.833 CRE CT AND NO.4 (THE BARRACKS SUBDMSION, PHASE 1); N 45°25`30" W 20' PUBLIC SAID REMAINDER OF 136.063 ACRE TRACT FOR A DISTANCE OF 429.64 FEET TO A 3/ INCH IR ROD UTILITY General p � . FOUND MARKING THE WEST CORNER OF A CALLED 12.40 ACRE TRACT AS DES � BY A DEED TO THENCE;, N 450 25'3V W ALONG THE EXTENSION OF THE SOUTHWEST LINE OF EASEMEN p Q M THE BAR RACKS SUBDIVISION '� ° eneral P a rki�Ia r OSAGE, LTD. RECORDED Ill VOLUME 1130, PAGE 570 OF THE OFFICIAL RECORDS' BRAZOS UN I Y, LIEUTENANT DRIVE, SAME BEING THE NORTHEAST LINB OF SAID COMMON AREA, (7233/94) o Parkway o PHASE 1 60' ROW - 38' B-�B PAVEMENT W:tD T1:1 TEXAS; ` � FOR A DISTANCE OF 294.00 FEET TO A POINT MARKING THE NORTH CORNER OF S l U 60 ROW ° - COMMON AREA; i THENCE: S 45° 25' 30" ALONG 3 g B -B PVMT WIDTH 8 9 3 5 � % 0 E O G THE COMMON LINE OF SAID REMAINDER OF 8.833 CRB SAID 12.40 ACRE TRACT FOR A DISTANCE OF 113.23 FEET TO A POINT MARKING TM MOST 'THENCE: S 440 34' 30"W ALONG THE NORTHWEST LINE OF SAID COMMON AREA - N 4,5025'30" W r+ - _ NORTHERLY CORNER OF THE BARRACKS SUBDIVISION PHASE l ACCORDING TO PLAT FOR A DISTANCE F 112 FEET A POINT ON THE NORTHEAST LINE OF % CEO .97 TO 87.45'.-- - - --- i . RECORDED IN VOLUME 8935, PAGE 70 OF THE OFFICIAL, PUBLIC RECORDS OF B S CO WILLIAMSGATE SUBDIVISION, PHASE ONE; TEXAS, SAID POINT BEING ON 77IE NORTHWEST LINE OF SERGEANT DRIVE (50'R a . .); N r BLOCK 2 10' \ ril 1! THENCE: N 45° 24' 07"W ALONG THE NORTHEAST LINE.OF WILLIAMSC4 I PUE ! 1 THENCE: S 44° 34' 30" W ALONG THE NORTHWEST LINE OF SERGEANT DRIVE FOR DIST E O SUBDMSION, PHASE ONE, SAME BEING THB St)UTHWEST LINE OF SAID RBMAINDI 3 I o 2 1 I I 95.00 FEET TO A POINT MARKING THE BEGINNING OF A CLOCKWISE CURVE HA A RAD O OF 3.0 ACRE TRAIT FOR A DISTANCE OF 557.47 FEET TO THE POINT OF EG G W _" - I 14 13 1.2 11 10 9 8 7 I 6 .. ( 4 1 { 1 1 - " 1 N45 25 3o w 111,77 1 0 24 23 22 21 7 0 19 1$ 17 16 1 S - nvrtn�I 1 I I ( I I ( 25.00 FEET; CONTAINING 5.012 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND . ch _- ( I I I I I I I 1 1 I r N _ 0 I i j ( 1 I I { BEARING SYSTEM SHOWN HEREIN IS BASED O THE PLAT CALL BEARINGS OF TI=, to - o { 1 o ti ( ( ( I I I l I I I i THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° W 00" FOR ARC DIS AN OF BARRACKS SUBDIVISION, PHASE 1, 8935/70. t- 0 29 t I 39.27 FEET CHORD BEARS: S 89° 34' 30" W - 35.36 F TO THE ENDING F ( vB r J t���.' ( BLS POINT o IcvR 0 V4N45 25 30 W 1 11.60 '�; * 1 _ - _ / , --- _ ( ° _ _ f THENCE. 8_44. 34.30"W ACROSS - - - - ---- � .. • - _ _ - - -- - _ -- - --- . _. _ . _THE PLA _ �. _ _ -- ( _ -- - ___ TTID3 END OF GENERAL PARKWAY 60 � .W. FO A_ _, = E, -r _ � .� = i'i� - -^r 2 AS 5 t. =L 311. " 1s ... ...__.. p a i DISTANCE OF 60.00 FEET TO THE BEGINNING O A L sF €! rh o O \ . -- - - - .- - - _-- =. _ __ __ .._ _.._ F CLOCKWISE CURVE HAVING A IUB O 25. �. : .' ' �u =,C rh i l nstrumenl PC l - FEET, = r =. t g _ - Iti _. - - Z I 28 I - -__ 1 her -- - ;__ 30"YV 111.42 d �� - .--_. , • : _ - ' ..� r: 1me =_i1a>-=Rail hereon -� N I N45'25' V N -._ _ - - - c� *-°+ �L I t l �ej L=n the �t _'n_ rj THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FOR ARC OLS AN ; OF , I _ PUE I �t r " ; t�= ;is.i3 re orsei{ in the s°r,)ss r•.r PI!3�' a i 5 a Public Alle 24 ROW - 20 PAVEMENT WIDTH ° „ {� � I 39.27 FEET (CHORD BEARS. S o0 25 30 E - 35.36 FEET) TO A POINT ON THE NOR ST LINE OF i n - - In I � d � S 45 25 30 E 673.00 I BLOCK 2 SERGEANT DRIVE MARKING THEENDINGP m F �_' the 1_11 it „ ='�shi i = re=_f=rc�� �f 27 v o sAID cuRVE, - - - r� ( ('4 21.00 27.00 '27.00' 27.00' 34.50' 34.50' 27.00' 27.00' 27.00' 27.00' 34.50' 34.50' 27.00' 27.00' 27.00 27.00' 34.50' _ 34.50 _ 27.00 27^00 27.00_ 27.00 pq O _ - - - _ - _ - _ - _ _ - _ - -. - - _ _ - -. - - _ - - =. - - - - - - - - - - - _ ` - - - - - o ~ C --} -- - _ THENCE- S 44° 34' 30" W ALONG THE NORTHWEST LINE OF SERGEANT DRIVE POR DISTAN OF E3: _i1 -TIUNT ` n I N45 25 30"W 1 11.19_ I _ -^o -) (- = - - - a L1 / 1� PUE 0 0 0 0 0 10' o 0 0 0 0 0 0 0 0 0 0 o b o 0 0 0 'S N I 117.50 FEET TO A POINT M ,n Ln to PUE In =n =n � Iq Lq I to u� =n in �n =n =n =n u7 `n 10' _ , ' o I 26 1 a r� r7 r7 Ki >~i M � rn as scr.mped harem 10' PUE a rn rn r� to 1,n o, rn Q, rn rn rn rn rn m rn rn PUE I- b U i 5 THENCE: S 45° 25' 35" E ACROSS THE RIGHT-OF-WAY OF SERGEANT DRIVE FORA TAN F 5 .00 W I I °' °' I �; I 39 40 41 42 43 3 j 44 _� 1 45 :l 46 I 47 pr 1 48 l �? © FEET TO A POINT MAARKIIVG THE BEGINNING OFA CLOCKWISE CURVE HAVING A IUs o 2s. _ _ : a; I N rr N 125 ; { 26 ( 27 ( 28 �( 29 { 30 �l 31 ( 32 I 33 ( 34 { 35. { 36 Io=I 137 0l 38 al of of of 01 o a o 0 o IM -I - FEET; - et _T�- -'? I- N45 25 30'w 110.96 tC1 a o 0 0 o a o 0 0 -3 ;5. 10' r�I rel rnl �I . "'I �I "'I "'I 'r'I "'I �I IQI I -``'( a ( { -"'l I I ¢I I �I I � 10 d d 1 - - - - 1 N d �r d �I �t �i M M PUE d 6 THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00 FOR ARC DES AN OF Q a 25 PUE (� I r� M r7 r� M M r7 v� " o { 'c' r H { ;'� :`� :n 'n "� 'n �I �t d d d d `t `t `� J (n 39.27 FEET CHORD BEARS: N 89° 34' 30" E - 35.36 FEE TO A POINT ON THE SO T LINE OFA 4.00 t= c `•n { I I I _ s:til'IIT ? f:E%:l I <" d a d 10' I,n I �r �r �r a (n a Ur ( I tl.J=, r=i 4 ,AR 4 I;CQ EL.,= � N I d d sf d sf d d �j �t d �} Vl N (n (/1 U1 (n N to (n N - -�- - -- -- - _COUNTY _ ( / FOOT WIDE ALLEY; ( _ 0 , CO NTN } I N45'25'30"W 106.68_ Q \ cn cn cn cn cn cn cn cn PUE cn I I - - BLQ) K-3- -- - - - - - - - - - - IV. \ yy t n -Io Oct �__ _ -- -- -=--=------- --- -- ---1�' I- -- --- --- --- -- - oo I 24 / ^ C 7.00 27.00' 27.00' ?7.00' 27.00' 34:50' 34:50' 27.00' 27.00 27.00' 27.00 34.50' 34.50' 27.00' 27.00' 27.00' 27.00' - 34.50' 34.50' 27.OQ' 27.00' 27.00' 27.00' O �� to I !� �1 7 I " 4) N 45025'30" W 668.21' L2 I N45-25 30 W 93.69 i - i - -- - - \ 23 // M - - Lieutenant Avenue J -t - VICINITY MAP �Qo IC! I I; 50' ROW - 27' B -B PAVEMENT WIDTH /� \ \ / CROSS _ J o I PUE 23 w� �, N 01 N 45°25'30" W 375,86' r -r _ . - ACCESS - - - I';q� 0 34.50' 34.50' 27.00' 27.00' 27.00' 27.00' 34.56' 34.50' 27.00' 27.00' 27.00' 34.51 ' - - - - _ _ - _ _ _ _ ` N 45°25'30" W 294.00' `� EASEMENT �% --- -__-_-------'� FM .2818 1 /2". IRF N45'25'30" 89.73 v 22. Mgr 28 64 �r BLOC 2 10' rn _ _ - f ROW CROSS ACCESS 5213'05 -- I I I I I I I j PUE I 1 I I ! THE BARRACKS SUBDIVISION in co ao a� b .- iv in N \p' LIN E N - i -- (SEE DETAIL) 754.74 P10, UE NI �I NI 1�7 NI 16 NI 15 NI 14 NI 13 NI 12 NI 11 NI 10 NI 9 NI $ r . PHASE 1 I ( ) 1 18 20IPUE PUE 0 7.5' 0 20 19 8935/70 t _ r 0 22 °' -� o \ _ d' N I COMMON AREA N0. 5 � I 21 � � � ,�}• � � � � ? � _ � \ \ c°7 �o ( 0.267 ACRES �) 0 0 a a a o 0 0 0 o a o 0 0 �, V ro n n n M r7 M CYUl�I1l CIN AREA NtI, 4 F `tI^ to M �I MI ;I �;I MI �I �I ,N¢il I to r�I �I MI °�„ Z I1 �I �I �I �I �I NI NI NI �I NI �I �I --- 50 25 0 50 `n - N E IN FEET 1,338 ACRL'S CROSS ACCESS EASEMENT DETAIL ¢�� \�0. Po I---- 7_4_7'__T__ --- - --- ---- --- --- -- t --15' PRIVATE SCAL DRAINAGE 10747' 34.50.' 27.00' 27.00' 34.50' 34.50' 27.00' 27.00' 27.00'27.00' 34.50' 34.50' �27.00' 27.00' 27.00' 34.50' g T NTS � EASEMENT45'24'07" cn P N N --- ;:: _. - . - -_ -- :.._. ------ NOTE: CROSS ACCESS EASEMENT z� \�'� Q¢ 15' PRIVATE 15' PRIVATE N --- -- __ - DRAINAGE - N T0. B E MAINTAINED BY HOA �s GAF 1/2" IRF DRAINAGE --- WILLIAMSGATE SUBDIVfS N EASEMENT POINT OF FASFMFNT ,,..T., nLIAcE_t13 0 �0 PROJECT LOCATIO \ y4 �OP� N P .LINE TABLE LINE jy ;? 1 NSF_=L= METES AND BOUNDS DESCRIPTION OFA 5.012 ACRE TRACT. CRAWFORD BURNETT LEAGUE, A-7 L1 50.00' I L2 4.79' N45'25'30"W L3 :. ' _ COLLEGE STATION, BRAZOS COUNTY, TEXAS . L4 39.76' S44'34'30"W. L5 43.50' S44'3 E 30"W OSAGE, LTD 20:40, N82'08`531. L7 20.00' N82.06'53"E 35.36' S00'25'30"E METES AND BIP BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF AND LYING AND THENCE: S 45° 25'3V E ALONG THE SOUTHWEST LINE OF SAID ALLEY FOR A . 25.00' 35.36' N89'34 30"E C4 1130/570 BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, CO STATI N, ( DISTANCE OF 673.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A 35.36' SQO'25'30"E C5 39.27' NOT PLATTED _ ^ _ -..� _. - - --- _--- - -- _ __ -_._ _._ ._- ,___-_-... _ ---- BRAZOS COUNTY, TEXAS. SAID. TRACT BEING THE REMAINDER OF A CALLED 3.0 I RAaGT AS RADIUS OF 25.00 FEET; S89'34'30"W C6 39.27' 25.00' _ : DESCRIBED BY A DEED TO GREENS PRAIRIE INVESTORS, LTD. RECORDED IN VOLt 8513, PAGE 276 C7 9.27' 13.50' 39'20'45" _ - .__:_. _ _ .....___._ _ __- _.-_ _. _ _._ ___-.�___.�- S 45°25'30"' E 113.23' _ --- _ '~ OF THE OFFICIAL PUBLIC P,ECORDS OF BRAZOS COUNTY, TEXAS, AND THE i ER OF � CALLED THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FORAN 150.21' 50.00' 172'07'35" 726.54' 99.76' 8.833 ACRE TRACT AS DESCRIBED BY A DEED TO GREENS PRAIRIE INVESTORS; L RECORDED IN ARC DISTANCB OF 39.27 FEET (CHORD BEARS: S 0(° 25'30- B - 35.36 FEET) TO A POINT 13.50' 42'46'49" 5.29' 9.85' ---==---- G - 0 O p - _ ... .. _ -- -- - r . ._ VOLUME 8413, PAGE 22 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, ( ON THE NORTHWEST LINE OF CORPORAL DRIVE (50` R.O.W.) MARKING THE ENDING' POINT OF SAID CURVE• o { C? SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS A LLOWS: 1/2" IRF h I 15 33 r Qa - _ - .: _...__- a PUE _ I _ - _-- --- _ - --� i - - I 10 PUE :�.- _:_-. �__._._._.__..-----•-=--------__...__:-_-__._�.._..-___._-------�----•-- --- _ THENCE: S 44° 34` 30" W ALONG THE NORTHWEST LINE OF CORPORAL DRIVE FORA { i \ / BEGINNING AT A S5 INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF THE ( ER IFA DISTANCE OF 43.50 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A N4525'30"W 112.93', � ' / CALLED 136.063 ACRE TRACT AS DESCRIBED BY A DEED TO L, M. HAUPT JR AN) STEItILA RADIUS OF 25.00 FEET; - - - 0 GEREN HAUPT, RECORDED IN VOLUME 171, PAGE 392 OF THE DEED RECORDS OFIB S CCyCTIVTY, ' 0 Ia � � I 3 2 yy o I o G 4 I I TEXAS, MARKING THE NORTH CORNER OF WILLIAMSGATE SUBDMSION, PHASE , A RDINC3 TO THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FORAN { 32 I� I 5 I l4 I 13 1 12 1 ll I 10 1 y i 8 11 I f� 15 27 26 25 24 1 23 I 22 1 21 1 20 1 19 1 18 1 17 1 16 I 1 THE PLAT RECORDED IN VOLUME 7705, PAGE 206 OF THE OFFICUIL PUBLIC RECO S OF FIR) I ARC DISTANCE OF 39.27 FEET (CHORD BEARS: s 89'34'30"W - 33.36 FEET) To A POIN N4525'30"W 112.75' I I L I. I I _ - _ �•+ I I ( ( ( I I ( ( I ( I 1 I I COUNTY, TEXAS, SAID IRON ROD FOUND MARKING THB NORTH CORNER OF SAIDI EMAIND 3R OF 3.0 ON THE EXTENSION OF THE NORTHEAST LINE OF LIEUTENANT DRIVE (30' RO.W.) - I { { { S { { 1 I I I I l I I BLOC_ 1 ACRE TRACT; I BLOCK 2 I { I I MARRING THE ENDING POINT OF SAM CURVE; p , THENCE: N 43° 34' 49" E ALONG THE COMM L ° 'o0 1 15' PUE 31 t�A ( I \ ON INE OF SAID REMAINDER OF 3.0 A RE TRA AND THENCE: N 45 25130"W ALONG THE EXTENSION OF THE NORTHEAST LINE of u� I � P4 \ BIa �� � 1 ✓ �. �-. -_ � _: _. --- - ._ SAID REMAINDER OF 136.063 ACRE TRACT FOR A DISTANCE OF 124.14 FEET TO A �4 CH IROItii ROD LIEUTENANT DRIVE FOR A DISTANCE OF 4.79 FEET TO A POINT; _ _ FOUND MARKING l-- -----� Q.� ��_ _ COMMON OF SAID REMAINDER OF 3.0 AC {� tP,) I. REMAINDER OF 8.83 A CRE TRACTOR CE: S 440 34' 30"W ACROSS THE RIGHT-OF-WAY OF LIEUTENANT DRIVE FOR _ _ _ -- THEN 87.44' V I' - __ _ ._ _ __ _. .. _ _ - --- --- _- - DISTANCE OF 50.00 FEET TO A POINT ON THS NORTHEAST LINE OF COMMON AREA N THENCE: N 44° 11'53"E ALONG THE COMMON LINE OF SAID REMAINDER OF 8.833 CRE CT AND NO.4 (THE BARRACKS SUBDMSION, PHASE 1); N 45°25`30" W 20' PUBLIC SAID REMAINDER OF 136.063 ACRE TRACT FOR A DISTANCE OF 429.64 FEET TO A 3/ INCH IR ROD UTILITY General p � . FOUND MARKING THE WEST CORNER OF A CALLED 12.40 ACRE TRACT AS DES � BY A DEED TO THENCE;, N 450 25'3V W ALONG THE EXTENSION OF THE SOUTHWEST LINE OF EASEMEN p Q M THE BAR RACKS SUBDIVISION '� ° eneral P a rki�Ia r OSAGE, LTD. RECORDED Ill VOLUME 1130, PAGE 570 OF THE OFFICIAL RECORDS' BRAZOS UN I Y, LIEUTENANT DRIVE, SAME BEING THE NORTHEAST LINB OF SAID COMMON AREA, (7233/94) o Parkway o PHASE 1 60' ROW - 38' B-�B PAVEMENT W:tD T1:1 TEXAS; ` � FOR A DISTANCE OF 294.00 FEET TO A POINT MARKING THE NORTH CORNER OF S l U 60 ROW ° - COMMON AREA; i THENCE: S 45° 25' 30" ALONG 3 g B -B PVMT WIDTH 8 9 3 5 � % 0 E O G THE COMMON LINE OF SAID REMAINDER OF 8.833 CRB SAID 12.40 ACRE TRACT FOR A DISTANCE OF 113.23 FEET TO A POINT MARKING TM MOST 'THENCE: S 440 34' 30"W ALONG THE NORTHWEST LINE OF SAID COMMON AREA - N 4,5025'30" W r+ - _ NORTHERLY CORNER OF THE BARRACKS SUBDIVISION PHASE l ACCORDING TO PLAT FOR A DISTANCE F 112 FEET A POINT ON THE NORTHEAST LINE OF % CEO .97 TO 87.45'.-- - - --- i . RECORDED IN VOLUME 8935, PAGE 70 OF THE OFFICIAL, PUBLIC RECORDS OF B S CO WILLIAMSGATE SUBDIVISION, PHASE ONE; TEXAS, SAID POINT BEING ON 77IE NORTHWEST LINE OF SERGEANT DRIVE (50'R a . .); N r BLOCK 2 10' \ ril 1! THENCE: N 45° 24' 07"W ALONG THE NORTHEAST LINE.OF WILLIAMSC4 I PUE ! 1 THENCE: S 44° 34' 30" W ALONG THE NORTHWEST LINE OF SERGEANT DRIVE FOR DIST E O SUBDMSION, PHASE ONE, SAME BEING THB St)UTHWEST LINE OF SAID RBMAINDI 3 I o 2 1 I I 95.00 FEET TO A POINT MARKING THE BEGINNING OF A CLOCKWISE CURVE HA A RAD O OF 3.0 ACRE TRAIT FOR A DISTANCE OF 557.47 FEET TO THE POINT OF EG G W _" - I 14 13 1.2 11 10 9 8 7 I 6 .. ( 4 1 { 1 1 - " 1 N45 25 3o w 111,77 1 0 24 23 22 21 7 0 19 1$ 17 16 1 S - nvrtn�I 1 I I ( I I ( 25.00 FEET; CONTAINING 5.012 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND . ch _- ( I I I I I I I 1 1 I r N _ 0 I i j ( 1 I I { BEARING SYSTEM SHOWN HEREIN IS BASED O THE PLAT CALL BEARINGS OF TI=, to - o { 1 o ti ( ( ( I I I l I I I i THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° W 00" FOR ARC DIS AN OF BARRACKS SUBDIVISION, PHASE 1, 8935/70. t- 0 29 t I 39.27 FEET CHORD BEARS: S 89° 34' 30" W - 35.36 F TO THE ENDING F ( vB r J t���.' ( BLS POINT o IcvR 0 V4N45 25 30 W 1 11.60 '�; * 1 _ - _ / , --- _ ( ° _ _ f THENCE. 8_44. 34.30"W ACROSS - - - - ---- � .. • - _ _ - - -- - _ -- - --- . _. _ . _THE PLA _ �. _ _ -- ( _ -- - ___ TTID3 END OF GENERAL PARKWAY 60 � .W. FO A_ _, = E, -r _ � .� = i'i� - -^r 2 AS 5 t. =L 311. " 1s ... ...__.. p a i DISTANCE OF 60.00 FEET TO THE BEGINNING O A L sF €! rh o O \ . -- - - - .- - - _-- =. _ __ __ .._ _.._ F CLOCKWISE CURVE HAVING A IUB O 25. �. : .' ' �u =,C rh i l nstrumenl PC l - FEET, = r =. t g _ - Iti _. - - Z I 28 I - -__ 1 her -- - ;__ 30"YV 111.42 d �� - .--_. , • : _ - ' ..� r: 1me =_i1a>-=Rail hereon -� N I N45'25' V N -._ _ - - - c� *-°+ �L I t l �ej L=n the �t _'n_ rj THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FOR ARC OLS AN ; OF , I _ PUE I �t r " ; t�= ;is.i3 re orsei{ in the s°r,)ss r•.r PI!3�' a i 5 a Public Alle 24 ROW - 20 PAVEMENT WIDTH ° „ {� � I 39.27 FEET (CHORD BEARS. S o0 25 30 E - 35.36 FEET) TO A POINT ON THE NOR ST LINE OF i n - - In I � d � S 45 25 30 E 673.00 I BLOCK 2 SERGEANT DRIVE MARKING THEENDINGP m F �_' the 1_11 it „ ='�shi i = re=_f=rc�� �f 27 v o sAID cuRVE, - - - r� ( ('4 21.00 27.00 '27.00' 27.00' 34.50' 34.50' 27.00' 27.00' 27.00' 27.00' 34.50' 34.50' 27.00' 27.00' 27.00 27.00' 34.50' _ 34.50 _ 27.00 27^00 27.00_ 27.00 pq O _ - - - _ - _ - _ - _ _ - _ - -. - - _ _ - -. - - _ - - =. - - - - - - - - - - - _ ` - - - - - o ~ C --} -- - _ THENCE- S 44° 34' 30" W ALONG THE NORTHWEST LINE OF SERGEANT DRIVE POR DISTAN OF E3: _i1 -TIUNT ` n I N45 25 30"W 1 11.19_ I _ -^o -) (- = - - - a L1 / 1� PUE 0 0 0 0 0 10' o 0 0 0 0 0 0 0 0 0 0 o b o 0 0 0 'S N I 117.50 FEET TO A POINT M ,n Ln to PUE In =n =n � Iq Lq I to u� =n in �n =n =n =n u7 `n 10' _ , ' o I 26 1 a r� r7 r7 Ki >~i M � rn as scr.mped harem 10' PUE a rn rn r� to 1,n o, rn Q, rn rn rn rn rn m rn rn PUE I- b U i 5 THENCE: S 45° 25' 35" E ACROSS THE RIGHT-OF-WAY OF SERGEANT DRIVE FORA TAN F 5 .00 W I I °' °' I �; I 39 40 41 42 43 3 j 44 _� 1 45 :l 46 I 47 pr 1 48 l �? © FEET TO A POINT MAARKIIVG THE BEGINNING OFA CLOCKWISE CURVE HAVING A IUs o 2s. _ _ : a; I N rr N 125 ; { 26 ( 27 ( 28 �( 29 { 30 �l 31 ( 32 I 33 ( 34 { 35. { 36 Io=I 137 0l 38 al of of of 01 o a o 0 o IM -I - FEET; - et _T�- -'? I- N45 25 30'w 110.96 tC1 a o 0 0 o a o 0 0 -3 ;5. 10' r�I rel rnl �I . "'I �I "'I "'I 'r'I "'I �I IQI I -``'( a ( { -"'l I I ¢I I �I I � 10 d d 1 - - - - 1 N d �r d �I �t �i M M PUE d 6 THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00 FOR ARC DES AN OF Q a 25 PUE (� I r� M r7 r� M M r7 v� " o { 'c' r H { ;'� :`� :n 'n "� 'n �I �t d d d d `t `t `� J (n 39.27 FEET CHORD BEARS: N 89° 34' 30" E - 35.36 FEE TO A POINT ON THE SO T LINE OFA 4.00 t= c `•n { I I I _ s:til'IIT ? f:E%:l I <" d a d 10' I,n I �r �r �r a (n a Ur ( I tl.J=, r=i 4 ,AR 4 I;CQ EL.,= � N I d d sf d sf d d �j �t d �} Vl N (n (/1 U1 (n N to (n N - -�- - -- -- - _COUNTY _ ( / FOOT WIDE ALLEY; ( _ 0 , CO NTN } I N45'25'30"W 106.68_ Q \ cn cn cn cn cn cn cn cn PUE cn I I - - BLQ) K-3- -- - - - - - - - - - - IV. \ yy t n -Io Oct �__ _ -- -- -=--=------- --- -- ---1�' I- -- --- --- --- -- - oo I 24 / ^ C 7.00 27.00' 27.00' ?7.00' 27.00' 34:50' 34:50' 27.00' 27.00 27.00' 27.00 34.50' 34.50' 27.00' 27.00' 27.00' 27.00' - 34.50' 34.50' 27.OQ' 27.00' 27.00' 27.00' O �� to I !� �1 7 I " 4) N 45025'30" W 668.21' L2 I N45-25 30 W 93.69 i - i - -- - - \ 23 // M - - Lieutenant Avenue J -t - VICINITY MAP �Qo IC! I I; 50' ROW - 27' B -B PAVEMENT WIDTH /� \ \ / CROSS _ J o I PUE 23 w� �, N 01 N 45°25'30" W 375,86' r -r _ . - ACCESS - - - I';q� 0 34.50' 34.50' 27.00' 27.00' 27.00' 27.00' 34.56' 34.50' 27.00' 27.00' 27.00' 34.51 ' - - - - _ _ - _ _ _ _ ` N 45°25'30" W 294.00' `� EASEMENT �% --- -__-_-------'� FM .2818 1 /2". IRF N45'25'30" 89.73 v 22. Mgr 28 64 �r BLOC 2 10' rn _ _ - f ROW CROSS ACCESS 5213'05 -- I I I I I I I j PUE I 1 I I ! THE BARRACKS SUBDIVISION in co ao a� b .- iv in N \p' LIN E N - i -- (SEE DETAIL) 754.74 P10, UE NI �I NI 1�7 NI 16 NI 15 NI 14 NI 13 NI 12 NI 11 NI 10 NI 9 NI $ r . PHASE 1 I ( ) 1 18 20IPUE PUE 0 7.5' 0 20 19 8935/70 t _ r 0 22 °' -� o \ _ d' N I COMMON AREA N0. 5 � I 21 � � � ,�}• � � � � ? � _ � \ \ c°7 �o ( 0.267 ACRES �) 0 0 a a a o 0 0 0 o a o 0 0 �, V ro n n n M r7 M CYUl�I1l CIN AREA NtI, 4 F `tI^ to M �I MI ;I �;I MI �I �I ,N¢il I to r�I �I MI °�„ Z I1 �I �I �I �I �I NI NI NI �I NI �I �I --- 50 25 0 50 `n - N E IN FEET 1,338 ACRL'S CROSS ACCESS EASEMENT DETAIL ¢�� \�0. Po I---- 7_4_7'__T__ --- - --- ---- --- --- -- t --15' PRIVATE SCAL DRAINAGE 10747' 34.50.' 27.00' 27.00' 34.50' 34.50' 27.00' 27.00' 27.00'27.00' 34.50' 34.50' �27.00' 27.00' 27.00' 34.50' g T NTS � EASEMENT45'24'07" cn P N N --- ;:: _. - . - -_ -- :.._. ------ NOTE: CROSS ACCESS EASEMENT z� \�'� Q¢ 15' PRIVATE 15' PRIVATE N --- -- __ - DRAINAGE - N T0. B E MAINTAINED BY HOA �s GAF 1/2" IRF DRAINAGE --- WILLIAMSGATE SUBDIVfS N EASEMENT POINT OF FASFMFNT ,,..T., nLIAcE_t13 0 �0 PROJECT LOCATIO \ y4 �OP� N P UILIK III-II.A IL Ur UWIVtNJ1­11N ANU ULUIUA IIUN ur_m IIrIt-•H I r- Ur VI I T clvunvttrt O CERTIFICATE OF THE COUNTY CLERK Q - STATE OF TEXAS City Engineer of the City of College STATE OF TEXAS ��� �" ' D COUNTY OF BRAZOS Station, Texas, hereby certify that this Subdivision conforms to the COUNTY OF BRAZOS . NOT TO$CALE I requirements of the Subdivision Regulations of the City of College 1- 1 _e=i for fie= -it'd Ina Station, Texas. BRAZ0 ;t"iUNT I, Wallace Phillips, Manager of Greens Prairie Investors, I, (��t1Vluh County Clerk, In and for said county, PLAT BOUNDARY Ltd., owner and developer of the 5.012 acre tract do hereby certify that this plat together with its certificattes �f shown on this plat, and designated herein as The 1i �� y _�_ dui �f ►Inn r }_:=��; =�=�s..=, ROW LINE autntication was filed for record in m office the -- -' - Barracks Subdivision, Phase 2, in the City of College - ----------- - - - - -- _FG r1�t-------_ 20 1 in the Deed Records of Brazos f1s F-INAL PLAT Station, Texas, and whose name is subscribed hereto, Ity Engine r M /J - - _ - � County, Texas, In Volume ��1 Page ao9 pla PROPERTY LOT LINE hereby dedicate to the use of the public forever all AP OVAL OF PLAN TNG AND ZONING COMMISSION streets, alleys, parks, easements and public places WITNESS m hand and official Seal, at m y office in Bryan, Texas. 01051364 OF Y Y L=,L,1n I11111er: BOUNDARY PROPERTY CORNER thereon shown for the purpose and consideration _ Chairman of the Planning and therein expressed. - 1 g �,:w i;r: o ROW PROPERTY CORNER E BARRACKS SUBDIVISION y I Zo i Commission of the City of College Station; Texas, hereby !�/tP�t�t ' A-m=;uni- y. cer 'f that the att hed plat was ul a proved by the Com 'scion on the day of --------- ------------ County Clerk F°e=__cat3,er -�._, -- - - --- ---- PUBLIC UTILITY EASEMENT LINE -------�_-��� 20 C� Brazos County, Texas !.-- Ear PHASE 2 Wallace Phillips, Manager ✓ -- Vim ==_r=ep ---- ---_ --- EXISTING EASEMENT LINE - -=--=-=------- P.U.E. PUBLIC UTILITY EASEMENT 5.012 ACRES STATE OF TEXAS C it an ---------- BLOCK 2, LOTS 6 THRU 33 BLOCK 3, LOTS 25 THRU 48 .COUNTY OF BRAZOS NOTES:. CRAWFORD BURNETT LEAGUE, A-7 Before rhe, the undersigned authority, on this day CERTIFICATE OF SURVEYOR 1. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE personally appeared Wallace Phillips known to me to be PLAT OF THE BARRACKS, PHASE 1, AS RECORDED IN VOL. 8935, PG. 70, AND AS MONUMENTED ON COLLEGE STATION, BRAZOS COUNTY, TEXAS the person whose name is subscribed to the foregoing STATE OF TEXAS THE GROUND. - CALE: 1 " 50' MARCH 2009 instrument, and acknowledged to me that he executed COUNTY OF BRAZOS - the same for the purpose and. consideration therein 2. THIS PROPERTY IS CURRENTLY ZONED TOWNHOUSE (R3). REV. MAY 2009 . stated. 1, Brad Kerr, Registered Public Surveyor No. 4502, in 3. IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS, UNLESS NOTED OTHERWISE. the State of Texas, hereby certify that this plat is true s and correct and was prepared from an actual surve 4. THIS TRACT IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE Gj'' n under my hand and seal on this ;�T_ day of p p Y yr l; 6-JQ 20 In of the property g.nfi that the property porkers and ,Q�F T �; :. . RATE MAP (F.I.R.M.), COMMUNITY PANEL NO.. 48041 CO 182 D, EFFECTIVE DATE 7-2-1992. ---' monuments wef laced under m su .e,tmsion �E.••=••.Fi A, Y p....._ _- on the P. tsTE �..: : . 4;. / ;• ,.:. = 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. -. TO p ground. z'. , G'• �� fio.�' u , M :.; <... ...r-. .e••sxsaee»e•.eseesa..• :�''i.%%:? _,•,.'' _0�? 6. THE COMMON AREAS WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION (HOA). BRAD KERB }; ( ) ..._.��.. ,�,%1�= t.�.in ,�.c ;: I�ese°as°•i..ee°°a.eae"e e° f ,A^A^ ° 45Q2 • THE P - MAY -: , �.,,: , •..: ., . \� . 7 E DEVELO MENT IS LOCATED WITHIN THE SEWER IMPACT FEE AREA 03 02. IMPACT FEES WILL BE -------=: 00 ° DUE AT THE TIME OF BUILDING PERMIT. Notary Publ`1e, Brazos County, ,Texas-�•------------=------------- -- ��(049 e°•°�O �3rad Kerr, R. P.L.S. No. 4502 SURy� 8. ALL PRIVATE DRAINAGE EASEMENTS AND THE DRAINAGE STRUCTURES WITHIN THESE EASEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, (HOA). .LINE TABLE LINE LENGTH BEARING L1 50.00' S45'25'35"E L2 4.79' N45'25'30"W L3 50.00' S44'34'30"W L4 39.76' S44'34'30"W. L5 43.50' S44'3 E 30"W L6 20:40, N82'08`531. L7 20.00' N82.06'53"E UILIK III-II.A IL Ur UWIVtNJ1­11N ANU ULUIUA IIUN ur_m IIrIt-•H I r- Ur VI I T clvunvttrt O CERTIFICATE OF THE COUNTY CLERK Q - STATE OF TEXAS City Engineer of the City of College STATE OF TEXAS ��� �" ' D COUNTY OF BRAZOS Station, Texas, hereby certify that this Subdivision conforms to the COUNTY OF BRAZOS . NOT TO$CALE I requirements of the Subdivision Regulations of the City of College 1- 1 _e=i for fie= -it'd Ina Station, Texas. BRAZ0 ;t"iUNT I, Wallace Phillips, Manager of Greens Prairie Investors, I, (��t1Vluh County Clerk, In and for said county, PLAT BOUNDARY Ltd., owner and developer of the 5.012 acre tract do hereby certify that this plat together with its certificattes �f shown on this plat, and designated herein as The 1i �� y _�_ dui �f ►Inn r }_:=��; =�=�s..=, ROW LINE autntication was filed for record in m office the -- -' - Barracks Subdivision, Phase 2, in the City of College - ----------- - - - - -- _FG r1�t-------_ 20 1 in the Deed Records of Brazos f1s F-INAL PLAT Station, Texas, and whose name is subscribed hereto, Ity Engine r M /J - - _ - � County, Texas, In Volume ��1 Page ao9 pla PROPERTY LOT LINE hereby dedicate to the use of the public forever all AP OVAL OF PLAN TNG AND ZONING COMMISSION streets, alleys, parks, easements and public places WITNESS m hand and official Seal, at m y office in Bryan, Texas. 01051364 OF Y Y L=,L,1n I11111er: BOUNDARY PROPERTY CORNER thereon shown for the purpose and consideration _ Chairman of the Planning and therein expressed. - 1 g �,:w i;r: o ROW PROPERTY CORNER E BARRACKS SUBDIVISION y I Zo i Commission of the City of College Station; Texas, hereby !�/tP�t�t ' A-m=;uni- y. cer 'f that the att hed plat was ul a proved by the Com 'scion on the day of --------- ------------ County Clerk F°e=__cat3,er -�._, -- - - --- ---- PUBLIC UTILITY EASEMENT LINE -------�_-��� 20 C� Brazos County, Texas !.-- Ear PHASE 2 Wallace Phillips, Manager ✓ -- Vim ==_r=ep ---- ---_ --- EXISTING EASEMENT LINE - -=--=-=------- P.U.E. PUBLIC UTILITY EASEMENT 5.012 ACRES STATE OF TEXAS C it an ---------- BLOCK 2, LOTS 6 THRU 33 BLOCK 3, LOTS 25 THRU 48 .COUNTY OF BRAZOS NOTES:. CRAWFORD BURNETT LEAGUE, A-7 Before rhe, the undersigned authority, on this day CERTIFICATE OF SURVEYOR 1. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE personally appeared Wallace Phillips known to me to be PLAT OF THE BARRACKS, PHASE 1, AS RECORDED IN VOL. 8935, PG. 70, AND AS MONUMENTED ON COLLEGE STATION, BRAZOS COUNTY, TEXAS the person whose name is subscribed to the foregoing STATE OF TEXAS THE GROUND. - CALE: 1 " 50' MARCH 2009 instrument, and acknowledged to me that he executed COUNTY OF BRAZOS - the same for the purpose and. consideration therein 2. THIS PROPERTY IS CURRENTLY ZONED TOWNHOUSE (R3). REV. MAY 2009 . stated. 1, Brad Kerr, Registered Public Surveyor No. 4502, in 3. IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS, UNLESS NOTED OTHERWISE. the State of Texas, hereby certify that this plat is true s and correct and was prepared from an actual surve 4. THIS TRACT IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE Gj'' n under my hand and seal on this ;�T_ day of p p Y yr l; 6-JQ 20 In of the property g.nfi that the property porkers and ,Q�F T �; :. . RATE MAP (F.I.R.M.), COMMUNITY PANEL NO.. 48041 CO 182 D, EFFECTIVE DATE 7-2-1992. ---' monuments wef laced under m su .e,tmsion �E.••=••.Fi A, Y p....._ _- on the P. tsTE �..: : . 4;. / ;• ,.:. = 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. -. TO p ground. z'. , G'• �� fio.�' u , M :.; <... ...r-. .e••sxsaee»e•.eseesa..• :�''i.%%:? _,•,.'' _0�? 6. THE COMMON AREAS WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION (HOA). BRAD KERB }; ( ) ..._.��.. ,�,%1�= t.�.in ,�.c ;: I�ese°as°•i..ee°°a.eae"e e° f ,A^A^ ° 45Q2 • THE P - MAY -: , �.,,: , •..: ., . \� . 7 E DEVELO MENT IS LOCATED WITHIN THE SEWER IMPACT FEE AREA 03 02. IMPACT FEES WILL BE -------=: 00 ° DUE AT THE TIME OF BUILDING PERMIT. Notary Publ`1e, Brazos County, ,Texas-�•------------=------------- -- ��(049 e°•°�O �3rad Kerr, R. P.L.S. No. 4502 SURy� 8. ALL PRIVATE DRAINAGE EASEMENTS AND THE DRAINAGE STRUCTURES WITHIN THESE EASEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, (HOA). WNER/DEVELOPER: REv. FEB. 2010. Greens Prairie Investors, Ltd. ENGINEER' X4490 Castlegate Drive College Station, TX 77845 HARLE ENGINEERING - C i MPANY (979) 690-7250 TBPE Firm Reg: No. 4!38 3002 Texas Avenue So'th SURVEYOR: College Station, Texas 177845 P Brad Kerr, RPLS No. 4502. P. 0. Box 11587 Kerr Surveying, LLC College Station, Texas i 77842 )P.O. 'Boa 269 979.693.7191 college Station, TX 77841 CURVE TABLE. CURVE LENGTH RADIUS DELTA TANGENTCHORD CHORD DIRECTION C1 39.27' 25.00' 90 00 00 , 25.00 35.36 S89 34 30"W C2 39.27' 25.00' 90'00'00" 25.00 35.36' S00'25'30"E C3 39.27' 25.00' 90'00'00" 25.00' 35.36' N89'34 30"E C4 39.27' 25.00' 90'00'00" 25.00' 35.36' SQO'25'30"E C5 39.27' 25.00' 90'00'00" 25.00' 35.36' S89'34'30"W C6 39.27' 25.00' 90'00'00" 25.00' 35.36' S00'25'•30'E C7 9.27' 13.50' 39'20'45" 4.83' 9.09' N65'05'53W C8 150.21' 50.00' 172'07'35" 726.54' 99.76' SO1'17'32"W C9 10.08' 13.50' 42'46'49" 5.29' 9.85' N65'ST55"E WNER/DEVELOPER: REv. FEB. 2010. Greens Prairie Investors, Ltd. ENGINEER' X4490 Castlegate Drive College Station, TX 77845 HARLE ENGINEERING - C i MPANY (979) 690-7250 TBPE Firm Reg: No. 4!38 3002 Texas Avenue So'th SURVEYOR: College Station, Texas 177845 P Brad Kerr, RPLS No. 4502. P. 0. Box 11587 Kerr Surveying, LLC College Station, Texas i 77842 )P.O. 'Boa 269 979.693.7191 college Station, TX 77841