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1991V1315P217R. CURVE DATA WOODCREEK - SECTION FIVE = 100' 1991 1 N 711"E- 235.00' N WOODCREEK- SECTION FIVE I I _ _ / 122.58 112.42 / ! co 2p'P.U.EI2 plu° VZL V+s / r0 alp �$ / EAST BY-PASS DEVELOPMENT GROUP I (NOT PLATTED) 20 34 ° 33'06" 15.55' 50.00' N89 ° 36'07' W- 29 .70'_ 30. N29°26'57 "W- 74.34' 30. B5' 50.Od N22°I O 41 V " E- / QQ N o 1 A t 0. 2oPUES'M A - °- d L / �� 21 62°40'4d' 30.54' 50.00 N40 ° 5441" W 52.12' 54.83 1 90.0, QQQ1 / W O a> � " 10 �' I , II „ E - 589.5d �� Morgan Rector Lg.,A - / N 0 �e ? �1 �p N44 22 63°20'5 °47 __ -- '}' " E 52.51 ' 55. 28' ° 47 i II e E- 10.39 h ? F 2 - _ �m 50.0 y 2 N44 / ? ` � 2 P5 2 ° -g - -� -a I41_4i - 23 64°0039' 31.25' 50.00 N85 °51'31 '0' " E 53.00 55.86 u' Thomas Carruthers Lg.,A -- -8 X09• O� _ y - i ° S P.U.E. / 9 Z D mw p / '$I BROOKWATER CIRCLg 24 50°3603 23.64 50.00 536 ° 50'09" E --- 42.74' 44.16 League Line - / „ W v> (I 21 N 24 Q► N 7'I I " _ _ 545 2 9'F {37 3 '- 25 58 13 .90' 25.00' S40°3628" E 24.30 25.37 +'? n 1 I 50.pp I �d 1 G /_'�._ 50,00 _ - .$ - - 86.00- 228.08 - - - - - - - - - -- � DRAINAGE EASEMENT 26 19 °06' 14 29.45 175.00 S79°1355" E 58.06' 58.35 8 r / +O' ry \ Z 14 20 PUBLIC i N w ,5 o p � o SU r0• 9 �' 31 J w 10 PU. ES'MT. i 27 90'OOod' 2'1.00' 25.00 N4 6° 1 258' E 35.36' 39.27 ?/ / 1po 4r 1 _I / o p_ 19 9� C �� W : SPU.E. ES / i / j 20' SAN. SEWER ES'MT. -VOL .602/ PG 519 28 43 89.93' 225.00' N23 E 167.01 171.10' ar N � O 33� ri'I tiN5 1 �� GA - \�� /,� ` f ' 1' 6 - v T Nl,�v 8 0 9 ° -- - O 43"E ,� V!u , �>'02 °E / N \ IBJ�\ \ i B So N o Ir- 29 19°4 cu i� '►j� 0'40" 39.02' 22900 SIS 40'58" W 76_90' 77 .27 h 1 � l ! +S,Qj•� n _,°( la: +2522 ,' I Q O O °` \ �4t� ?Tt' �1- 9°19' S2' 38 19' 225 00' $35 0915" IN 75 30' 75.65 fD VICINII Y MAP N.T. S. 3o N l `'/ I X10 17 ro> F 21.59 0 X' y i STATE OF TEXAS 31 43 °34'13" 69.94' 175.00' S23'CdOd' W 1 29. 8 9' 13308' ° '¢` 4 / v �' ni E. \ _ `7L rn / N 2 $ m �. -o �. \ s COUNTY OF BRAZOS �49_ N 1 h� - r - +0 W $ � Si ti ,13 1 6 4ti Is �tii,• 5 90 � 32 20°10'31" 34.07' 191.49' 506°52'17' E 67.08 6743 CORNERSTONE COMMERCIAL N � y Q �� r �t° ° � ``� P �' N � 52. 0 2 fo 3 N53 °4229" I , / N 2 Q'�y �' 2Q O G � / r- J - `� - " f o �h 3 41'05' 56.08' 835.00 N48 E 111.91 111.99 1.5 Y / �[ 123 E 37 9 ` pP' ,• ` ./3' We, the undersigned, Owners and Developers Of the land shown On this plat, 3 07 ° VOL. 918, PG. 678 / �� w 0 ' �a IS a� '9s F / 9� and designated herein as Woodcreek Section 4, and whose names are subscribed 34 97 4102" 28.60' 25 00' 586°1727' E 3764' 42.62 O 1 O p .t .l ♦''+SB ° lo 1996 - +/4.81' 0 �, 5'PU_E. S4 /8 1 ` 2g' , hereto, hereby dedicate to the use of the public forever all streets, alleys, 35 0l °32'55" o.00' 74 000' S36 °4028' E 20 00 20.00'Y rr G 8 E�� 2 p , /� ,/ 9 2' , 4 S' ° ° I 3 0) 0\i� i •, '2I2.Sq ��90 4 Vr�B </C / �tl // �V / W_ ly, / parks, easements, and public places thereon shown for the purpose and 36 06 43.55' 740.OD' 532 31'56" E 86 95 87.00 3 1 g 5 PU.E. / d /0' 63 3 �/ 20' SAN. SEWER ES MT. / 9' P I U� = S 1 ,� s• es ry 8.3 0 0' cons a tion therein expressed. N52°32'IB'Jr h - ? 37 06°44'1d' 43.55 74000' S25 ° 47'46" E 86 95' 87.0°' N52° 5'49 "E r I r �� ..F ° ? �S, F Ml //� ` VOL, 602 /PG. 519 38 01°00' 13' 6.48' 74° 00 S21° 35 E 12 .96 12 96 +50.00 1 26.87 N57° , „ ~ ^e 9T `\ 73 lb C° /p t0' p 39 48 ° 11'23" 11.18' 25.00' 302°40'14' W 20.41 21.03 2 7 �o'O '94.is� / N� 3 �.�' h �'' (0 ,e TAC REALTY, INC. TAC Realty,Z' Inc. 40 62 30.50 50.00 SO4 E 52.07 54.77 o,' 2 - 4 7 41 116°5 .- / �� \ .�6 (NOT PLATTED) f 716" 81.52 50.00' N85 E 65.24 102.06 ''� DIRECT ACCESS TO WOODCREEK DRIVE I ° 42 01 ° 5436 ° 10.00' 600.00' S36 E 20.00' 20.00' WILL NOT BE ALLOWED I h1 N45 °25 N43 4o51'E N57'34'17'- ? / 15OA2� , 3 ; 125.05 w I E /�3 A 43 0 � co 2 8 42.61' 600.00' S31°2838 " E 85.00 85.07' �' to - f � � i + M Q ' J � 44 05 ° 5927' 31.40' 600.00' S24 II" E 62.71' 62.74' 1 0 '^ '^I,p „�, / 3 3 Y / Q. /2 ?5'E. 45 96 56.18' 50.00' N21 ° 16'50" W 74,70 84.36 N45 "P_6'56" W -116.91`' 1 $I 1 ¢ N " 5 °'- 6 j ,�a h ���Mf�/ �9 � I i 46 46°11 23" 1 I. 18' 25.00' N45 W 20.41' 21.03 aj a �5,- ) _ ' 6) 9 i 1O b n z Q OM ,y ' F �2 A , _ 47 03 °3721" 24.98' 790.00' N23°135fi' W 49.94' 49.95' .-. - _ _ _ . 64' - - - •07.7 - --� _ 46 06°1414" 4 3.°4' 790.00' N28°IO'04'W 85.96' 86.00' 45 °2533 "W - 210.05 S4 Li'42 W- 103.27' O 13, S te' 49 06 °09ie 42.54' 790.00' N34 °2200" W 84.96 8500' WOODCREEK DRIVE (V529/P23) 12 50 BI 0733 ® 43 °40'37" - 327 61' 4 °�'' 51 04 52 95 °05'44' _ 53 15 °46'5d' 54 06°56' 14' 55 46'1 I' 23" 56 60 57 78 °0639' 58 13 8° 11' 23 59 48 °11'23' 60 22 0 43'04' 61 95 62 -- - 15 0 0051" 63 02°35'04' 64 08 °2' ALL ARE CONCRET 21.40 24,76' 27.33' 24.25 Iasi'' 11.18 28.89' 40.59' 130.90' I I .18' 45.20' 27.33' 77.48' S 45' 58.39 E MONUM 25.00 NO3 E 587.95' N46 E 25.00' 583 E 175.00' S27° 38'23" E 175.00' S1 °16'51" E 25.00' SII °1857" W 50.00' S05 " W 50 00' S63°44'25' E 5000' N08°°536" E. 25.00' N36°54 26" W 225.00' N24 °10'16" W 25.00' N12 E 567.95' 552 W 241.49 N17 W 8 35.00' N 48'33'04' E ENTS, ALL OTHER CORI 32.51 49.48' X 36. 989e 21,18' 20.41' 50.03' 63.03' _ 93.42' 20.41' 68.63' 36.89' 153.63' 10.89' 116.50' 4ER MARKER F "i i, . w , i i 35.40 _ N E �- - 62 _ \S y, -137 49.49' x' '---- ..-63- --Im x9390 -- _31 _ v --- -- 50' O SAN. SEWE$M! - �(� so Vol . 4 41. 49 • 1 1 1 ' ` /PG.5T3 20 L= ~ S4 ae.2 ° I 1 P A' - - 51.69' \ N stty \- q 21.19 7 ! 1 p - 3 / j l ((pp "E L'7 1 3.37'13 "E 0 N 22 "E + +w V / t 52.40'1 14040 a I �' el 1 143.56 / / /0• 17736 I ,, �M \`\ 68 19 2 '�j 2 �, _ n 'a 8 8 1$0_ 2 ° ' ,a /' N TAC REALTY, INC. 1 8 - (NOT PLATTED) 120.59' �. N330s "E M 35 +a N 5 1 ° 53'15" I N54°32i3 "E 53 1 I N 92° 21.03' LJ / I� -06 S 1 32.32 / l77e �/ .t ; 89.21' I U G+ l I O S124p6gq•E_2231 �6r0 41.49' O/ / 3 p 9 7 0° 3 I , / J 154.07' I 5' P U. E. m 1 O S5 , V -/ IN 10 .89' 3° 2 3 S�E // 3 N5 r 2°31 _5_6 "E 54 °3 2 +3 "E 1 16.60 a I +41 1 1 26.09 1 23.03 / / 5 S 1 2 44 E= 22.51' A/ 1 4 3 m 1� a „ 8 � a� / S ARE IRON RODS a"'/ V Q + 6 Q T 97 / ' /53°9934 "E /S21°2527�!11.9 • / + CORNERSTONE o> R 5 So szl °ze'2T�II•� COMMERCIAL co i1 V. 705, P623 � NS 12p28"E Q/ 5 l } CV / I2o. P ' \ 3 �2d SAN. SEWER /PG. 5 19 VOL. 602 / / PG. 19 INSET "A" SCALE: I" = 20' MINIMUM FINISH FLOOR ELEVATION RESTRICTIONS; LOT 9, BLOCK 17: ELEV. 283 NGVD LOTS 5,6,7, 8,81 9, BLOCK 14: 1.0 FOOT ABOVE FINISH GRADE AT FOUNDATION. LOTS 5, 6, 7, 8, 8 9 OF BLOCK 14 SHALL BE GRADED SO AS TO HAVE A CONTINUOUS PERMANENT BERM ALONG THE WESTERN BOUNDARIES OF SUCH LOTS, THE TOP OF WHICH BERM SHALL HAVE AN ELEVATION AT LEAST 0.75 FOOT ABOVE THE TOP OF THE EASTERN CURB OF AMBERWOOD COURT. CERTIFICATE OF SURVEYOR + +Nw 4 STATE OF TEXAS i, / COUNTY OF BRAZ09 =�--S 12 0 4lY44'E - 1700' I, John C. Peters, Registered Professional Land Surveyor No. 4756, in the L - 0.0029 ACRE State of Texas, hereby certify that this plat is true and correct and was PUBLIC UTILITY EASEMENT prepared from an actual survey of the property and that property markers and / /� 5° as �6 A5 6 41 (CLERK'S FILE NUMBER 460421 monuments were placed under my supervision on the ground S0 `p N / N i Zg4 G9 , OC3 r G 519 z - SSEµ ES _ zd s� EDWARD UVACE-K CERTIFICATE OF CITY ENGINEER (NOT PLATTED) 1, *David J. Pullen, P.E., City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. _ - -_ ity Engi eer - - - - - - City of C011,94e Station O - W-4- ry ( -,.I 9 w CERTIFICATE OF THE COUNTY CLERK APPROVAL OF PLANNING AND ZONING COMMISSION r STATE OF TEXAS I, Nancy Sawtelle, Chairman of the Planning and Zoning Commission of the COUNTY OF BRAZOS City of College Station, here y certify that the attached plat was duly approved by the Commission on the day of f8f�]��C - 1941 - I, Mary Ann Ward, County Clerk, in and for said County, do hereby certify that this plat together with its certif' rtes of uthentication was filed for , record in my office the day of c , 1991,, in the Official Records of Brazos County, exas, in Volume Page _,4 Cha an WITNESS my hand and official seal, at my office in Bryan, Texas. ATTEST: ATTEST: �� ���v �- O2yC�/�� •�"'"`' 111 r � ) County C erk�� Brazos County, Texas Secr ar 1 1 y . • � y . G"e"l 1- lt!� -�• t> ,I .,= �'"�Gy City Secretary APPROVAL OF THE CITY COUNCIL The aij ched plat was approved - by the City Council of the City of College Station on , 1991, and conforms to the conditions and requirements imposed byte City of College Station. Mayo City tion STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Don A. Adam, President of TAC Realty, Inc., known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the said TAC Realty, Inc., and that he executed the same as the act of such corporation for the purpose and consideration therein expressed and in the capacity therein stated. Given under my hand and seal on this _ �f� day of y, 19C9- ►1�1pNIlUCN� o arK t y Public, State ot Texas �rlwn4��I�r NAME AND ADDRESSES OF: SUBDIVIDER AND RECORD OWNER TAC REALTY, INC. 1111 BRIARCREST DRIVE, SUITE 300 BRYAN, TEXAS 77802 PLANNER JACK W. CUMPTON, A.I.A. 4103 S. TEXAS AVENUE BRYAN, TEXAS 77802 ENGINEER AND SURVEYOR BUCHANAN /SOIL MECHANICS, INC. 206 N. SIMS AVENUE BRYAN, TEXAS 77803 EASEMENT HOLDERS GTE SOUTHWEST, INC. P. 0. BOX 3158 BRYAN, TEXAS 77805 CITY OF COLLEGE STATION P. 0. BOX 9960 COLLEGE STATION, TEXAS 77842 LEINHOLDERS NONE FINAL PLAT WOODCREEK SECTION 4 18.20 ACRES THOMAS CARRUTHERS LEAGUE, A -9 MORGAN RECTOR LEAGUE, A -46 COLL STATI BRAZ COUNTY, TEXAS Buchanan /Soil Mechani Inc. Consulting Engineers Bryon. Texas CURVE NO. o TAN. I RAD. CHORD- $R'NG. B DIST. ARC LENGTH 1 07'47'16" 41. 52' 610.00' N33 20' 32 'W - -- 82.85' 8 91 ' 2 06'12' 43' 43.79' 610. 00' N41 1 2 G 33" W - - - - -- 87.36' 87.43' 3 07°47'16" 31.31 ' 460.00 S33 ° 20'31" E 62.48 62.52' 4 06 33.0 460.00' 54 °20'34 "E 65 0 8' 65.93' 5 90 25.38' 25.00' S00°00 E - 35.62' 3965 6 91 °11'_31" 25.53' 25.00' S88'53'59" W 35.72' 3979' 7 11 1 2 42.40 41 0.00 N3 4 W 8' 3 5 84 .49 8 04 °11' 3& 15.01 ' 410.00' N31 1 32'38" W 29.99' 30.00' 9 01 6,29' 32.9.25' N44°I7 39 E 1 0.58 10 58 10 17 50.37' 325.25' N54 E 9 9.56 ' - 99.95' II 81 ° 47'33 21.65' 29.00' 56 N21 °14 _E 32.73 - 35 .69' 12 16 53' 46.91 ' 325.25' N71 °-02'27' E 92.86 _ 93.18' 13 81 ° 47'33' 21.65' 25.00 N59 32. 73 35.69' 14 04°0902' 11.79' 325.25' S81 0 19 ' 24" W- -23.56' 23.56' 15 17 6 3527' 37.36' - 241.49' 1 ° 344'3' W 73.85' 7414' - - 14 90°o0'0'f' 25:00 25.00' N43 W 35.38 39,27' 17 13 °14'41" 26.12' 226.00' NBrOS;42" W 51.90 52.01 ' IB 10 °04'16" 19.83' 225.Od N70°30'13" W 39.50' 3955' 19 41 9.45' 25.Od N86 ° 10'22' W 17.68' 16.07' WOODCREEK - SECTION FIVE = 100' 1991 1 N 711"E- 235.00' N WOODCREEK- SECTION FIVE I I _ _ / 122.58 112.42 / ! co 2p'P.U.EI2 plu° VZL V+s / r0 alp �$ / EAST BY-PASS DEVELOPMENT GROUP I (NOT PLATTED) 20 34 ° 33'06" 15.55' 50.00' N89 ° 36'07' W- 29 .70'_ 30. N29°26'57 "W- 74.34' 30. B5' 50.Od N22°I O 41 V " E- / QQ N o 1 A t 0. 2oPUES'M A - °- d L / �� 21 62°40'4d' 30.54' 50.00 N40 ° 5441" W 52.12' 54.83 1 90.0, QQQ1 / W O a> � " 10 �' I , II „ E - 589.5d �� Morgan Rector Lg.,A - / N 0 �e ? �1 �p N44 22 63°20'5 °47 __ -- '}' " E 52.51 ' 55. 28' ° 47 i II e E- 10.39 h ? F 2 - _ �m 50.0 y 2 N44 / ? ` � 2 P5 2 ° -g - -� -a I41_4i - 23 64°0039' 31.25' 50.00 N85 °51'31 '0' " E 53.00 55.86 u' Thomas Carruthers Lg.,A -- -8 X09• O� _ y - i ° S P.U.E. / 9 Z D mw p / '$I BROOKWATER CIRCLg 24 50°3603 23.64 50.00 536 ° 50'09" E --- 42.74' 44.16 League Line - / „ W v> (I 21 N 24 Q► N 7'I I " _ _ 545 2 9'F {37 3 '- 25 58 13 .90' 25.00' S40°3628" E 24.30 25.37 +'? n 1 I 50.pp I �d 1 G /_'�._ 50,00 _ - .$ - - 86.00- 228.08 - - - - - - - - - -- � DRAINAGE EASEMENT 26 19 °06' 14 29.45 175.00 S79°1355" E 58.06' 58.35 8 r / +O' ry \ Z 14 20 PUBLIC i N w ,5 o p � o SU r0• 9 �' 31 J w 10 PU. ES'MT. i 27 90'OOod' 2'1.00' 25.00 N4 6° 1 258' E 35.36' 39.27 ?/ / 1po 4r 1 _I / o p_ 19 9� C �� W : SPU.E. ES / i / j 20' SAN. SEWER ES'MT. -VOL .602/ PG 519 28 43 89.93' 225.00' N23 E 167.01 171.10' ar N � O 33� ri'I tiN5 1 �� GA - \�� /,� ` f ' 1' 6 - v T Nl,�v 8 0 9 ° -- - O 43"E ,� V!u , �>'02 °E / N \ IBJ�\ \ i B So N o Ir- 29 19°4 cu i� '►j� 0'40" 39.02' 22900 SIS 40'58" W 76_90' 77 .27 h 1 � l ! +S,Qj•� n _,°( la: +2522 ,' I Q O O °` \ �4t� ?Tt' �1- 9°19' S2' 38 19' 225 00' $35 0915" IN 75 30' 75.65 fD VICINII Y MAP N.T. S. 3o N l `'/ I X10 17 ro> F 21.59 0 X' y i STATE OF TEXAS 31 43 °34'13" 69.94' 175.00' S23'CdOd' W 1 29. 8 9' 13308' ° '¢` 4 / v �' ni E. \ _ `7L rn / N 2 $ m �. -o �. \ s COUNTY OF BRAZOS �49_ N 1 h� - r - +0 W $ � Si ti ,13 1 6 4ti Is �tii,• 5 90 � 32 20°10'31" 34.07' 191.49' 506°52'17' E 67.08 6743 CORNERSTONE COMMERCIAL N � y Q �� r �t° ° � ``� P �' N � 52. 0 2 fo 3 N53 °4229" I , / N 2 Q'�y �' 2Q O G � / r- J - `� - " f o �h 3 41'05' 56.08' 835.00 N48 E 111.91 111.99 1.5 Y / �[ 123 E 37 9 ` pP' ,• ` ./3' We, the undersigned, Owners and Developers Of the land shown On this plat, 3 07 ° VOL. 918, PG. 678 / �� w 0 ' �a IS a� '9s F / 9� and designated herein as Woodcreek Section 4, and whose names are subscribed 34 97 4102" 28.60' 25 00' 586°1727' E 3764' 42.62 O 1 O p .t .l ♦''+SB ° lo 1996 - +/4.81' 0 �, 5'PU_E. S4 /8 1 ` 2g' , hereto, hereby dedicate to the use of the public forever all streets, alleys, 35 0l °32'55" o.00' 74 000' S36 °4028' E 20 00 20.00'Y rr G 8 E�� 2 p , /� ,/ 9 2' , 4 S' ° ° I 3 0) 0\i� i •, '2I2.Sq ��90 4 Vr�B </C / �tl // �V / W_ ly, / parks, easements, and public places thereon shown for the purpose and 36 06 43.55' 740.OD' 532 31'56" E 86 95 87.00 3 1 g 5 PU.E. / d /0' 63 3 �/ 20' SAN. SEWER ES MT. / 9' P I U� = S 1 ,� s• es ry 8.3 0 0' cons a tion therein expressed. N52°32'IB'Jr h - ? 37 06°44'1d' 43.55 74000' S25 ° 47'46" E 86 95' 87.0°' N52° 5'49 "E r I r �� ..F ° ? �S, F Ml //� ` VOL, 602 /PG. 519 38 01°00' 13' 6.48' 74° 00 S21° 35 E 12 .96 12 96 +50.00 1 26.87 N57° , „ ~ ^e 9T `\ 73 lb C° /p t0' p 39 48 ° 11'23" 11.18' 25.00' 302°40'14' W 20.41 21.03 2 7 �o'O '94.is� / N� 3 �.�' h �'' (0 ,e TAC REALTY, INC. TAC Realty,Z' Inc. 40 62 30.50 50.00 SO4 E 52.07 54.77 o,' 2 - 4 7 41 116°5 .- / �� \ .�6 (NOT PLATTED) f 716" 81.52 50.00' N85 E 65.24 102.06 ''� DIRECT ACCESS TO WOODCREEK DRIVE I ° 42 01 ° 5436 ° 10.00' 600.00' S36 E 20.00' 20.00' WILL NOT BE ALLOWED I h1 N45 °25 N43 4o51'E N57'34'17'- ? / 15OA2� , 3 ; 125.05 w I E /�3 A 43 0 � co 2 8 42.61' 600.00' S31°2838 " E 85.00 85.07' �' to - f � � i + M Q ' J � 44 05 ° 5927' 31.40' 600.00' S24 II" E 62.71' 62.74' 1 0 '^ '^I,p „�, / 3 3 Y / Q. /2 ?5'E. 45 96 56.18' 50.00' N21 ° 16'50" W 74,70 84.36 N45 "P_6'56" W -116.91`' 1 $I 1 ¢ N " 5 °'- 6 j ,�a h ���Mf�/ �9 � I i 46 46°11 23" 1 I. 18' 25.00' N45 W 20.41' 21.03 aj a �5,- ) _ ' 6) 9 i 1O b n z Q OM ,y ' F �2 A , _ 47 03 °3721" 24.98' 790.00' N23°135fi' W 49.94' 49.95' .-. - _ _ _ . 64' - - - •07.7 - --� _ 46 06°1414" 4 3.°4' 790.00' N28°IO'04'W 85.96' 86.00' 45 °2533 "W - 210.05 S4 Li'42 W- 103.27' O 13, S te' 49 06 °09ie 42.54' 790.00' N34 °2200" W 84.96 8500' WOODCREEK DRIVE (V529/P23) 12 50 BI 0733 ® 43 °40'37" - 327 61' 4 °�'' 51 04 52 95 °05'44' _ 53 15 °46'5d' 54 06°56' 14' 55 46'1 I' 23" 56 60 57 78 °0639' 58 13 8° 11' 23 59 48 °11'23' 60 22 0 43'04' 61 95 62 -- - 15 0 0051" 63 02°35'04' 64 08 °2' ALL ARE CONCRET 21.40 24,76' 27.33' 24.25 Iasi'' 11.18 28.89' 40.59' 130.90' I I .18' 45.20' 27.33' 77.48' S 45' 58.39 E MONUM 25.00 NO3 E 587.95' N46 E 25.00' 583 E 175.00' S27° 38'23" E 175.00' S1 °16'51" E 25.00' SII °1857" W 50.00' S05 " W 50 00' S63°44'25' E 5000' N08°°536" E. 25.00' N36°54 26" W 225.00' N24 °10'16" W 25.00' N12 E 567.95' 552 W 241.49 N17 W 8 35.00' N 48'33'04' E ENTS, ALL OTHER CORI 32.51 49.48' X 36. 989e 21,18' 20.41' 50.03' 63.03' _ 93.42' 20.41' 68.63' 36.89' 153.63' 10.89' 116.50' 4ER MARKER F "i i, . w , i i 35.40 _ N E �- - 62 _ \S y, -137 49.49' x' '---- ..-63- --Im x9390 -- _31 _ v --- -- 50' O SAN. SEWE$M! - �(� so Vol . 4 41. 49 • 1 1 1 ' ` /PG.5T3 20 L= ~ S4 ae.2 ° I 1 P A' - - 51.69' \ N stty \- q 21.19 7 ! 1 p - 3 / j l ((pp "E L'7 1 3.37'13 "E 0 N 22 "E + +w V / t 52.40'1 14040 a I �' el 1 143.56 / / /0• 17736 I ,, �M \`\ 68 19 2 '�j 2 �, _ n 'a 8 8 1$0_ 2 ° ' ,a /' N TAC REALTY, INC. 1 8 - (NOT PLATTED) 120.59' �. N330s "E M 35 +a N 5 1 ° 53'15" I N54°32i3 "E 53 1 I N 92° 21.03' LJ / I� -06 S 1 32.32 / l77e �/ .t ; 89.21' I U G+ l I O S124p6gq•E_2231 �6r0 41.49' O/ / 3 p 9 7 0° 3 I , / J 154.07' I 5' P U. E. m 1 O S5 , V -/ IN 10 .89' 3° 2 3 S�E // 3 N5 r 2°31 _5_6 "E 54 °3 2 +3 "E 1 16.60 a I +41 1 1 26.09 1 23.03 / / 5 S 1 2 44 E= 22.51' A/ 1 4 3 m 1� a „ 8 � a� / S ARE IRON RODS a"'/ V Q + 6 Q T 97 / ' /53°9934 "E /S21°2527�!11.9 • / + CORNERSTONE o> R 5 So szl °ze'2T�II•� COMMERCIAL co i1 V. 705, P623 � NS 12p28"E Q/ 5 l } CV / I2o. P ' \ 3 �2d SAN. SEWER /PG. 5 19 VOL. 602 / / PG. 19 INSET "A" SCALE: I" = 20' MINIMUM FINISH FLOOR ELEVATION RESTRICTIONS; LOT 9, BLOCK 17: ELEV. 283 NGVD LOTS 5,6,7, 8,81 9, BLOCK 14: 1.0 FOOT ABOVE FINISH GRADE AT FOUNDATION. LOTS 5, 6, 7, 8, 8 9 OF BLOCK 14 SHALL BE GRADED SO AS TO HAVE A CONTINUOUS PERMANENT BERM ALONG THE WESTERN BOUNDARIES OF SUCH LOTS, THE TOP OF WHICH BERM SHALL HAVE AN ELEVATION AT LEAST 0.75 FOOT ABOVE THE TOP OF THE EASTERN CURB OF AMBERWOOD COURT. CERTIFICATE OF SURVEYOR + +Nw 4 STATE OF TEXAS i, / COUNTY OF BRAZ09 =�--S 12 0 4lY44'E - 1700' I, John C. Peters, Registered Professional Land Surveyor No. 4756, in the L - 0.0029 ACRE State of Texas, hereby certify that this plat is true and correct and was PUBLIC UTILITY EASEMENT prepared from an actual survey of the property and that property markers and / /� 5° as �6 A5 6 41 (CLERK'S FILE NUMBER 460421 monuments were placed under my supervision on the ground S0 `p N / N i Zg4 G9 , OC3 r G 519 z - SSEµ ES _ zd s� EDWARD UVACE-K CERTIFICATE OF CITY ENGINEER (NOT PLATTED) 1, *David J. Pullen, P.E., City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. _ - -_ ity Engi eer - - - - - - City of C011,94e Station O - W-4- ry ( -,.I 9 w CERTIFICATE OF THE COUNTY CLERK APPROVAL OF PLANNING AND ZONING COMMISSION r STATE OF TEXAS I, Nancy Sawtelle, Chairman of the Planning and Zoning Commission of the COUNTY OF BRAZOS City of College Station, here y certify that the attached plat was duly approved by the Commission on the day of f8f�]��C - 1941 - I, Mary Ann Ward, County Clerk, in and for said County, do hereby certify that this plat together with its certif' rtes of uthentication was filed for , record in my office the day of c , 1991,, in the Official Records of Brazos County, exas, in Volume Page _,4 Cha an WITNESS my hand and official seal, at my office in Bryan, Texas. ATTEST: ATTEST: �� ���v �- O2yC�/�� •�"'"`' 111 r � ) County C erk�� Brazos County, Texas Secr ar 1 1 y . • � y . G"e"l 1- lt!� -�• t> ,I .,= �'"�Gy City Secretary APPROVAL OF THE CITY COUNCIL The aij ched plat was approved - by the City Council of the City of College Station on , 1991, and conforms to the conditions and requirements imposed byte City of College Station. Mayo City tion STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Don A. Adam, President of TAC Realty, Inc., known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the said TAC Realty, Inc., and that he executed the same as the act of such corporation for the purpose and consideration therein expressed and in the capacity therein stated. Given under my hand and seal on this _ �f� day of y, 19C9- ►1�1pNIlUCN� o arK t y Public, State ot Texas �rlwn4��I�r NAME AND ADDRESSES OF: SUBDIVIDER AND RECORD OWNER TAC REALTY, INC. 1111 BRIARCREST DRIVE, SUITE 300 BRYAN, TEXAS 77802 PLANNER JACK W. CUMPTON, A.I.A. 4103 S. TEXAS AVENUE BRYAN, TEXAS 77802 ENGINEER AND SURVEYOR BUCHANAN /SOIL MECHANICS, INC. 206 N. SIMS AVENUE BRYAN, TEXAS 77803 EASEMENT HOLDERS GTE SOUTHWEST, INC. P. 0. BOX 3158 BRYAN, TEXAS 77805 CITY OF COLLEGE STATION P. 0. BOX 9960 COLLEGE STATION, TEXAS 77842 LEINHOLDERS NONE FINAL PLAT WOODCREEK SECTION 4 18.20 ACRES THOMAS CARRUTHERS LEAGUE, A -9 MORGAN RECTOR LEAGUE, A -46 COLL STATI BRAZ COUNTY, TEXAS Buchanan /Soil Mechani Inc. Consulting Engineers Bryon. Texas