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HomeMy WebLinkAboutDrawingsOQ IRF 15' _ BUFFER AREA L-15 2o.0' . C- /c� 15' WATER .4c SEWER ESMT I LOT 1, BLOCK 2 IRF "-40.66'Z-16 -1 359t5/45 ( 2.829 ACRES �- LAKEWAY DRIVE C--13 -- cci VOL. 9193, PG. 181 o- ) C- ¢ I N R°mak / Pi-aine A'd Geo O. P. R. B. C. T. 0 20' P. U. E. S 48'44'35 " E 215.22' 90� I 15' P.U.E. QQ BY THIS PLAT r,�c v 8909,41 LA/\ L WA l DRIVE G,� \ 0� < L-1 1 C--1 80 R.O. W. -Mr L-3 �`_,--_..,_5 S 43'5 ''05,, � - IRF L--2 1.922 ACRES 15' P.U.C. E� ----____- BY 1N15 PLAT , 135.08', C'2 S 48'44'35" E 215.22' C_ 7151 s I �46p �� Project Location /p, C65 L�0.97 3 , ^ �0 26.26 Wm D Fitch Parkway 7.5x30' P.U.E. I -- ----- - ---- ......----- ^ L66 N� L70 ^ L74� 4e' :, 15' J ss J JL L72 J \ \ X !� `68`3 L90 �1 1 N 43'5633" W °° I AERIAL ROW ESMT. ( VARIABLE WIDTH P. U.E. �,� �' _ 139, 28 1231,, 20, 1231/25; VI CIN17 , MAP BY THIS PLAT s \ r o (�� s22. -4--lot �1231/30 { ^ , I _ 140.06' ( 1 ( rn( L117 f -r - 15' P.U.E. 15.02' PVT ( 20' 8Y THIS PLAT CROSS ACCESS ( 2 p TABLE LEGEND IRF • 1/2" IRON ROD FOUND E. EA WOODLAND HILLS PHASE ONE BLOCK NE VOL. 4027, PG. 70 0. P. R. 8. C. T. P.U.E. = PUBLIC UTILITY 20 19 18 17 16 I 15 14 13 12 1� 10 E 67.31 ' 9 g 7 5/8" IRON 1 ROD (FND) E 92.20' L-4 S 38'15'35" E 41..52' L-5 S 48'4435" 20' U77LITY ESMT. I 4027/70 ` L-6 N 48'4435" ' S 48 45, 19 E 1445.06 TOTAL L--7 N 38' 15'35" W 58.37' L-8 S 41 ' 14'29 " S 48"45'19" E 569.25' IRF S 48'45' 19 " E 475-.81' CITY PARK W 105.91 ' (S 48'4458" E 569.20') W 149.96' (S 48'45'08" E 475.8 ) VOL. 9193; PG. 181 ;� L-13 N 38'2351 " E 33.76' L-14 N 41 ' 15'25" E 142.90' O.P.R.B.C.T. b - --" - _ 21.02' 100' WIDE UNDISTURBED - � 100 UNDISTURBED BUFFER AREA OQ IRF 15' _ BUFFER AREA L-15 2o.0' . C- /c� 15' WATER .4c SEWER ESMT I LOT 1, BLOCK 2 IRF "-40.66'Z-16 -1 359t5/45 ( 2.829 ACRES �- LAKEWAY DRIVE C--13 -- cci VOL. 9193, PG. 181 o- ) C- ¢ I N R°mak / Pi-aine A'd Geo O. P. R. B. C. T. 0 20' P. U. E. S 48'44'35 " E 215.22' 90� I 15' P.U.E. QQ BY THIS PLAT r,�c v 8909,41 LA/\ L WA l DRIVE G,� \ 0� < L-1 1 C--1 80 R.O. W. -Mr L-3 �`_,--_..,_5 S 43'5 ''05,, � - IRF L--2 1.922 ACRES 15' P.U.C. E� ----____- BY 1N15 PLAT , 135.08', C'2 S 48'44'35" E 215.22' C_ 7151 s I �46p �� Project Location /p, C65 L�0.97 3 , ^ �0 26.26 Wm D Fitch Parkway 7.5x30' P.U.E. I -- ----- - ---- ......----- ^ L66 N� L70 ^ L74� 4e' :, 15' J ss J JL L72 J \ \ X !� `68`3 L90 �1 1 N 43'5633" W °° I AERIAL ROW ESMT. ( VARIABLE WIDTH P. U.E. �,� �' _ 139, 28 1231,, 20, 1231/25; VI CIN17 , MAP BY THIS PLAT s \ r o (�� s22. -4--lot �1231/30 { ^ , I _ 140.06' ( 1 ( rn( L117 f -r - 15' P.U.E. 15.02' PVT ( 20' 8Y THIS PLAT CROSS ACCESS ( 2 p TABLE LEGEND IRF • 1/2" IRON ROD FOUND E. EA 1/2" IRON ROD SET P.U.E. = PUBLIC UTILITY EASEMENT BOUNDARY LINE TABLE L-1 S 48'4346" E 67.31 ' L-2 S 38'40'18" E 100.14' L-3 S 34'45'03" E 92.20' L-4 S 38'15'35" E 41..52' L-5 S 48'4435" E 120.66' L-6 N 48'4435" W 119.08' L--7 N 38' 15'35" W 58.37' L-8 S 41 ' 14'29 " W 126.22' L-9 S 43' 11'2 7" W 74.34' L-10 N 56'4636" W 105.91 ' L-11 S 41 ' 15'25" W 149.96' L-12 S 38'2351 " W 29.23' L-13 N 38'2351 " E 33.76' L-14 N 41 ' 15'25" E 142.90' L-15 . S 48'4346'" E 67.35' . L-16 S 38'40' 18" E 100.14' L-17 S 34`45'03" E 92.20 ' P.U.E. I 1 ( 1 C_ 1 C_s C--11 WIDTH VARIES I I (� I C'q i LOT 1, BLOCK 1 I ROBERT STEVENSON LEAGUE A-54 ( � 1 0.972 ACRES DELTA=10'03'28" DELT 0T '35" DELTA=09' 11 '30" RADIUS=535. DO' RAD --51 .5b' RADIUS=615.00' W I ( L- �I 25' P.U.E. v LENGTH=93.91 ' LEJ,", H fi .8 LENGTH=98.66' z , ► I ( I ^ CHORD=S 43'42'02 E 93.79° CHORD=N '05'4 " 65.79' CHORD -N 39'20'48" W 98.56' BY THIS PLATLo 41 I v .. :; I Q _ . t. I ► _. _ � ,a ii f a.�._ i o . _ R , s. �• ( ( E.,. � � s » C 7 C 12 v1 ao I BY THIS PLAT I (oQ I I DEL TA=10 04 17 , " " ---------- 1 z 1 _ . _ i " � _ DELTA 02;..5 •3� � DEL TA=10 03 28 Z•° I 20� I ( I S 48 44 35 E I rn o RADIUS -615.00' RAD 96 0 RADIUS=615.00 m g� v I I ---I d o -� LENGTH -108.10 °^ m I Q I - 1 L 1 rs 257.60' q CHORD=S 4342'27" E 107.96' LENC H-4 91 LENGTH= 107.96 z v , 20 P. U. E - �I I o CHORD=S 3 °49'38 "IV 47.9 1 ' CHORD=S 4X42'02" 6' 107.82' p v, I O BY THIS PLAT ( 1 1 ,- x ,'Z i LOT 10 BLOCK 1 i { _ w01 ° I I 13. 194 AC I I I LO I I I ' h V '' DELTA C13'S9'3 " -8 C-13 " ° 0,4 I o I J RES l 50'- I I � N I-, W 2, I , DELTA- 02 5 3 DELTA=10'04 17 �o i o ( h n RADIUS=535.00 z o 1 "' I I r7 RADIO, =101 .OU RADIUS=535.00 LENGTH= 1JO. 65 , o j CO rn I L60 (ry 'd I I o a CHORD=S 41 44 49 E 130.33 LENG H=5 41 LENGTH=94.04 _ .� � ' " CHORD=N 3 °49'3 " E 50.40' CHORD=S 43'4227" E 93.92' i I� � 1 �� Q W 50' SEMINOLE PIPELINE ESMT, c>; C-4 -QI C-14 I� Oj i 505/851, sob/1, 7012/230 C� I v� DELTA= ' DELTA 5 58 DELTA= N( I N �t- 10 29 00 , , d. I I I ° RADIUS=491.50RADIO =512 50 RADIUS=615.00 I ( I 1 1 131 Iry LOT 2, BLOCK 1 1 ( �'`� LENGTH=89:93' LENG'7,,,H=50.09' LENGTH= 150, 19' �rj I �' I 20'--•--I I ----IIS 15' 1.416 ACRES I 1 CHORD=S 43'30'05"E 89.80' CHORD=S 5 8'J6" 50.07' CHORD=S 41'4449" E 149.82' LOt 13R, BLk 1 ( I I SPRING CREEK C-5 10 C-15 1 ( 1 I DELTA=10'29'00" DEL TA1 '4 'J611 DELTA=09' 11 '30 " COMMONS PH. 3 RADIUS=541.50' RADIUS =5112.50' RADIUS=535.00' VOL. 9193, PG. 181 .1 1 o.P.R.B.c.r. i I 15' P.U.E. I I LENGTH=99.08 LEND =15. 4j LENGTH=85.83 1 I I I I 20 P.u.E. 1 L8r ( BY rH�s i�LAr BY rHis PLAT I CHORD=N 43'30'05" W 98.94' CHORD=S 50 17149 15.74' CHORD=S 39'2048" E 85.74' I 1 { I I I I IL79 F- L-4 I -- L-5 PUBLIC U77U7Y EMENT NE (ABLE ( 1 I LINE LENGTH BEARING LINE LEN BEARING LINE LENGTH BEAR/NG 1 1 8909/41 ( 1 1 1 L56 G52 20' L48 BY THIS PLAC. T I �IC3 LI `I I I I L2 19.65 j 1 I I 1 r. (- -I M (- � F - ( 1 �'1 ("4-15 167.57 ---_L62------L58 -- L54 L50 ___--L50-__----J L------- L46 ----- --1 L LJ 17.71 U7 1 17j1 1 Qj ( L4 20.00 14.47' L5 IZ71 L33� ( I L6 111.82 ' 10 PVT ------------- L44----------.---� 1--- - -- --- L40 -------- --1 f 1..36 � 1 1721'Z06' G'_ 5 L-6 L7 161.36 DRAINAGE ( 1 1 ( ( I ( L8 141.76 i - EASEMENT 1 ( 20' 1 20' L-7 LOT 3, BLOCK 1 I Lto >40 75 a9os/41. 0. 65 1 ACRES L i2 62. 5 I n N 10' ( I I ( `-$ 15' P. U. E. 1 obi 1 L 13 18.25 �-1 I , 20' 20' P. U. E. BY THIS PLAT 1 I L 14 166.17 P.U.E. I 20 P.U.E. 8Y THIS PLAT L 15 12.29 BY THIS PLAT I " I I I I L31 [_ -- - _ _ . - L 123 _ - 115.01 ' L 16 20.00 35' PVT i _ - - - L t CROSS ACCESS, i I L38 J L - _ f 34 - J - - - - - - - - PUE ESMT. L------------ L42 - -- _--..__. _J 1�--------- 7 12.29 1 - - - - -. _ _ _. - ._... -- - 8.25' IRF L f 8 111.82 8909/159 I _ _ - J - _ 41- N 49'09'07" W 271.88' L19 15703 r - - L LII - - - - -{ (- - - - - - L7 - L 19 - - (- - '- L23 r - 27 L30 6.76' X SCRIBE IN „ L20 93.46 I - - - - - - - - (N 49'09'07 W 271.88) L21 20.00 W I 1-=-_20' I 1 20'-''� I"-- 20, 1 1 20'--J (=� = 1 1 SSMH COLLAR L22 9 46 i � � •-. Q. • U i i , , F I - I V I 12 I ( I IL24 91.72 Z rYy m i P. U.E. L 9 L25 20.00 1 O� i I 1 1 �i (ro I I J L26 91.72 . (3)o i 1 I o1 .1 1 1 C4- 6 1 N 49 25 01 W 215.4 e ACCESS ESMT. L27 63.62 I-. I I L-10 I O 4261/181 L28 290.93 O V p C-91 ' ~ 9I i I I 20'--=1 I ~ -� L29 29J.24 _-� I JC- 10 1 -J L30 10.66 ------ _ f , 1 I I ¢� ( I L21 �5 I ( e� Lit 10.88 - - - - -� rn I 56 46'3 " W 311.7 p6 N L33 o as _ ao 6 LJ L1 1 LOT 1, .BLOCK 1 20' P.U.E. _ - i N 155• J I I o ALAM ADDITION L34 63.62 73' PVT ' ' I I i 1 VOL. 4261, PG. 181 L35 92.51 ROSS ACCESS i I 156.68 (- _} L3� [L1 rol Q, sy °� L36 63.65 EASEMENT I I L9 ( 1 � , �1 �I N fi N 0. P. R. B. C. T. L37 92.51 LOT 5, BLOCK 1 •N n I -N t� L38 287.23 -.1 20' P. U. E. ( I L 0 T 4 BL OCK 1 L39 92.51 _, I i BY THIS PLAT 3 ^ 0.805 ACRES 1.181 ACRES '' I 1 c�,a 20 UTILITY ESMT. J � � 1 1 ^ L4Q 287.23 t I. N I t,, N I .-. 4261/181 N � � L41 92.51 aC i co . 10 tp 20 f . U.E. ( rf- ,`� LOT 7, BLOCK 1 ( I ACCESS ESMT. a W z <3 �; i N � I LOT 8, BLOCK 1 '� h 0.808 ACRES 1 ' I 1 42s 1 R] a :� N (^ 20 SEMINOLE PIPELINE ESMT. 25 UTILITY ESMT. BY THl<i PLAT 1 /181 °Z V a` m i 1 w ^ I 0.810 ACRES cV I 929/419 945/391 15 P. U. E. i I / t � I I (4 I 20 P.U.E.. 1 I 15' TEMP. ESMT. ALONG SOUTH SlD ALONG S.H. S R.C.W. I 20' POWERLINE ESMT. 4J � Z ° q�, i I VJ I� I to BY THIS PLAT ( ( 25, BY THIS FLAT I i 758/ 94 �° � 1 � ti N I I I C-7 20 _ _ 15'_ L - - / a ° o { r ,� I 15' P.U.E. C-8 1. I - _ __ _ _ -. _ I o.7s' 20 R 15' CITY OF COLLEGE ST4770N -`'::J ? 12 P. U. E I I WATER ESMT. ALONG S.H. 6 R. 0. W. i 1 -"'"' _ _ - - - - 20.00' 590/275 BY THIS PLAT -- --'_ ,-- _ - - .0 23' PVT i I ZF ( r _ ��1 �- , Clzoss AccEss i 1 L i�-' IRF N_49' 18'22"_W _224. _ - IRF - EA EMENT i `� 15' - r--''- `' (N 49'25'00" W 224.57') �' • p F T 3 j 12.47' CONC: ROW MKR BRS 17.74 _ 2U� N 4224'13" W 0.59' U� 7, T0TAL 50.20' 8 S' d9 MONT...... Xarv..... � , , W2(i. , Monty Nixon 5542 f---- 56 4 fi 55 " w 520.04) Registered Professional Land Surveyor No. 5542 y '• Ppf ���• p _ 6 SURv�� N N 56'46 3 S.H. 6 FRONTAGE RG}. - -' -- 20.22 _ - ASPHALT PAVEMENT R.O.W VARIES GRAPHIC SCALE Subject property appeors. to lie within Zone X (areas determined to be outside .500 yr. floodplain) as scaled of cording to FIRM Map No. 48041CO205 D, effective date February 9, 2000. 0 60 120 180 240 FEET BEARING BASIS: SOUTHEAST LINE CALL 11.191 AC. 7151/171 313'05, L42 30 I' N48'45'31 W L83 1 35.84 I'1.129W L43 92.6 11 11 11 N411'1429 E L84 264.50 4'45 31 E L44 306' S4ig45131E L85 35.84 I' 1,1'25"W L45 925 S4 ' 14'$9, L86 69.54 145:31 W L46 19 9 S 45'27? L87 90.19 I'1429'W L47 16. S '14' W L68 271 4'45'31 E L48. 20. S4� 45t 1 E L89 97.83 1`1 4:E 49 L49 16.2 N4�1'16 6 E L90 214 3-45'11 "E 4501841,611N '45 7E _ L91 3298 I x149'11' L51 13.7' 1'15' 5W L92 34.58 4 11531 E L52 20.0i 44 5 E L93 180.73 1'.17'51'E L53 13.171 1'1525"E L94 323.60 3'13'05"W L54 49.!94. 1. 11 S48'4525 "E L95 50014 I'1429W L55 15-01 1 1 S411'14'37 -W L96 21295 4.45 31 W L56 20 0 548'45 '23"E L97 222.06 1'15'25'E L57 15-6,41 11 N41'1 137E L98 52.56 9'45'31"W L58 111 5 S •45134 E L99 319.98 1'1429 E L59 201. ;, S 1'14'' 1W L100 . 57.81 5'45'31 E L60 20.!0 15 '45'29 E L 101 71.28 1'14'28'W L61 2011.3 N4;1' 14'31 _ E L 102 54.37 t4A321 L62 73.18. 548'45 t34 "E L103 50.14 1:1428£ L63 460.1 S411'14131W L104 46.90 B '5'31E i ,€ 2'.W L64 L65 61!8' 1+7 S' 0&01'!iov i N: 54-23'1'1 L105 L 10& 57.81 34424 B _4"35: E` L66 4., "; N416W i�5'W L 107 136:84 1'1428£ L67 15.17. 51'1525'W L106 99.72 6'45'3 1 E L68 20101_ S48'44135 E L 109 99.98 1'15'25W L69 15.17 N4 f' 5`25 E L110 135.86 175 25 L70 278.1 F N48'44'35W L 111 52.56 64531E L71 15.191 S4I*15'25W L112 21247 9 15 31 W L72 2010 548 44135E L 113 239.20 1'1525£ L73 15j9 N. 1'1515- L114 155.28 8'4527 L74 29':9 N48'44'35 W L1 15 180.53 8'45'31W L75. 112. N 0'29126 L116 34.76 17428E L76 40IJ N41'15fi25 E L117 10.00 8'45 27 E L77 35 81 S48'45127E L118 130.54 1'1525'W L78 051 S41'1525W LIM 10.00 8145,31 W L79 4 us 1W L120 290.17 1'1429'x' L80 -J5t8l 41 #1 F, 141*15r25-E L121 25.00 5'4527£ L81 35 ( 5§48'441135 E L 122 90.65 1'14.'27"W I L82 264. 541' 15 t25 W L 123 257.36 L CORINTH-SH 6 FINAL LAT IRALI E PREPARED AML SUBMI DALLAS, AUGUS r 2009. 2 SHEET 1. F 2 PRIVATEL > 1 SCALE 1 " 60' CORINTH-SH 6 GREE 4645 N. CEA IRALI E 200 A, iOX P1 DALLAS, ERAS I SEE SH 2 NOTHE TE. ROPOI PRIVATEL > 1 WNED FINAL PLAT VG CREEK COMMONS PHASE 4 & 5 1-5, 7-8, 10 BLOCK 1 & LOT 13. BLOCK 2 TOTAL; 24.588 ACRES LOTS 22.666 ACRES ROAD DEDICATION 1.922 ACRES ROBERT _STEVENSON LEAGUE A-54 COLLEGE STATION BRAZOS COUNTY, TEXAS ENGINEER: SURVEYOR: RIE L.P. BALLARD & BRAUGHTON ENGINEERING SUMMIT SURVEYING, INC - ;WAY 3815 OLD BULLARD ROAD 2040 DEERBROOK DRIVE TYLER, TEXAS 75701 TYLER, TEXAS 75703 903-531-9800 903-561-9544 2 FOR CROSS ACCESS EASEMENT AND CERTIFICATIONS. ' CROSS ACCESS EASEMENT SHALL BE '( 4INTAINED BY THE POA. SHEET NO. I of WOODLAND HILLS PHASE ONE BLOCK ONE VOL. 4027, PG. 70 O. P. R. B. C. T. 20 19 18 17 I 16 ( 15 I 7 W _ _ 14 -13 12 11 ;0 — 9 —8 `— a� 5/8" IRON _ - - _ - 20' UTILITY ESMT. - _ - - -I - -- - - - U _ ROD (FND) 4027/70 S 48'45' 19" E 1045.06' TOTAL iRF CITY PARK S 48'45 19 E 569.2 IRF S 48'45'19" E 475.81' VOL. 9193, PG: 181 (S 48'4458" E 569.20') (S 48"45'08" E 475.89') O. P. R. B. C. T. 100' WIDE UNDISTURBED _ - - - - - _ - _ - 100' WIDE UNDISTURBED I - BUFFER AREA BUFFER AREA 15' WAFER 8e SEWER ESMT. I LOT 1, BLOCK 2 i LAKEWAY DRIVE �'' 16 C— 13 3596/45 2.829 ACRES r d' VOL. 9193, PG. 181 © 14 O.P.R. B. C. T. S 48'44'35" E�- 0 15' P. U. E. tb 8909/41 LAKEWA Y DRIVE 4,7,-,, _ r� c_ So' 15 � I R.O. W. „ �. ---- L— - c-- '----:..,,_� 1.922 ACRES I S 43 56 05 "`r---- { L 2 135.08 i C--2 S 48'44'35 8'?" i (L`3 7.5 x30 P. U.E. I E 2 % 5.22 �' ._� �-• X300, _ ^ , < N 4 AERIAL ROW C. F 3 5� ,33 W 1231/20, 1231, 139.28' 1231/30 PVT. 26.26' CROSS ACCESS, I o P.U.E. EASEMENT ( o WIDTH VARIES 23' CROSS ACCESS-' ROBERT STEVENSON LEAGUE A-54 BY THIS PLAT ESM;: L1105 LOT 1, BLOCK 1 , I 0.9-72 ACRES I N t 2 I L 100 Q W / 001L V (� Vol z: r.� 00 (n II102t7fl,4[l,�; 2 t"a I I h I m v m i i S 48'4435" E i oy o c o I o 257.60'0 tZ LOT 10, BLOCK 1 to °Q 13.194 ACRESto - ,d I L" L� T i l ed i o ii:ecomd i n Cl Q 50' SEMlNOLE PIPELINE ESMT. `r N Lin tit r.7�,i• €, at 1112" zl I N' 505/851, 506/1, 7012/230 I C� n I z H s _, LOT 2, BLOCK 1.416 ACRES LOt 13R, BUS 1 Z Document mulmmher t IIIA 35" { 6 i SPR/NG CREEK COMMONS PH. ,3 a.,inL n 3< , iII i VOL. 9193, PG. , _ 1811 Ns�ei_- O.P.R.B.C.T. ; Number 23� i li €fit' E%{i i 1 E? 23' CROSS ACCESS ESMT. 4-4 I BY THIS PLAT ( P.LI.E. T =�, •h r_23 f i; = nI ,' ' is S ^ss a ' f�� 49 i C^4 L_.5 8909/41 i i l d- on the date and t i ate ti i mPer,' hereon by me •... ^ n7�a =f �n6 ,, L107 L 08 I >Zti duly recorded volumevolumenand. - --� art' the Off ici=fll Public records of; � � 50d02' LI10 CHLLI; I:if4�l� I a. L109 10 PVT. � �t; � 17 71, C- I l DRAINAGE ( '_ __- ; 5113 r hereon by r>= _ 5 L 6 EASEMENT 8909141 I _ - - L-7 23 23 CROSS ACCES i ESMT. I L -B''' ., j� J -T— BY THIS PLAT LOT 3, BLOCK 1 N `i 10'' I HONORABLE EARE N tiCOUEF t�' I_ JL'F!j PLERY. 0.651 ACRES °��' / I ( I 06i i rn P. U. E. 35' PVT. t i BF:I;Zfl t =lf3 ,T ( \ CROSS ACCESS, i I - PUE ESMT. 8909/l59 IRF N 49'09'07" W 271.88' X SCRIBE IN N 49%09'07" W 271.88) SSMH COLLAR -13D-QC El V s 12 ' P. U. E. , tv)t 23 C� c.� t 23 CROSS ACCESS ESMT. L 9 rn IQ) 4. I BY THIS PLAT ^� L96 n ---� 6 5,/ e-6 N 49,25 01 W �.1 . A 4261%1rg5MT. ------ ---- ' I IRF L95 C-10 013 20'P.U. _ _ I �jN 5 �46� / 55 06 0 LOT 1, BLOCK 1 23' Pvr. �� N 1*fi8 Ls4 '� 3 ALAfbf ADDITION ;ROSS ACCESS , I „, �15�• VOL. 4261, PG. 181 EASEMENT��00- � LOT 5 BLDG `� "� N h N O. P. R. B. C. T. ^ K 1 *q -o, LOT .4 BLOCK 1 � ;,I 4- •.. 0.805 ACRES 1. ) 8'1 ACRES N i I q R ti. i a 20' UTILITY ESMT. t N l.- .� 4261/181 LOT 7, BLOCK 1 PRITV TELY�OWNEDPROP6�4NDMAlNTAINEO BYACCESS THE EASEMENT SHAH BE CERT! !, Cor �t'$l1 fee plat, and. designated herein as CATS O F ec f + O, 23 CRbSS-ACCESS Lots 1 EASEMENT LINE TABLE Z5, Commons Phose 4 & 5 Addlt! FUNE LEN,G .F8, of College Station, Texas and whose name is subscribed hereto, hereby dedr EAR G UNE LENGTH BEARING L92 j4j51 OTS 1-5, 7-8, 10, BLOCK 1 & LOT 1, BLOCK N' 0'15127"EI INAL L 105 57.81 S4844 35E. L93 180.7 t rr'ty a N, 075 7"E L106 347.24 S4 1'15'2.5'W L94 323.6 d 1N 46136W n this L 107 136.84 S43'53'31 E L95 L96 500.1 217,. - TI— 1S964 S4925'ol 6 i36 E E L 108 L 109 99.72 99:96 S4844 35 E . 4844 35"W L97.. L98 222• 52!, INC. 'DRIVE N'41'15 S38 52136E 25E L110 Lill 135.86 52.58 N4X5331 "W N38'52 36"W L99 L 100 ji 578 -9 1 S411 N4844'35 -1525-W "W L112 _013 217:47 239.20 S4I*15'25"W N49 25'01 "W L101 71.(2 N_1'15,'291E L 114 155.26 N56'4636W L 102 . 54.3 NA4'52 44" L115 180.53 S40'15'27W L 103 50.E 1 S5b' l4 t7'N' I L116 34.78 S40-15 27"W L104 46.9 S411'1525W . CERT! !, Cor �t'$l1 fee plat, and. designated herein as CATS O F ec f + O, NERSHIP AND DEDICATION ,owner and developer of the land shown on this 10, Block 1 and Lot 1, Block 2 of the Spring Creek Lots 1 , Z5, Commons Phose 4 & 5 Addlt! in fh Cit .F8, of College Station, Texas and whose name is subscribed hereto, hereby dedr ate to a use of the public forever al! streets, alleys, parks, j�' easements and public places t ereon own for the purpose and consideration therein expressed. OTS 1-5, 7-8, 10, BLOCK 1 & LOT 1, BLOCK INAL Authorized Signature TOTAL: 24.588 ACRES Monty Nixon ` Before -me, the undersigned a t rr'ty a thr JS 'day personally appeared rw n k Y�oTe `a known to me to be the person ) whose name(s) is/ore subscribed to the foregoing instrument and acknow/edged to me that hell, b / execut d Me same for the purpose > and consideration therein stated. Given under my hand .and se n this SC 7 d day of t4q V S T 2009. SUR. - TI— otary Public BRAZOS COUNTY, TEXAS ;��"�:. HELEN VASILAS CARNEGIS =�°•` r= Notary Public, State of Taxes CORIN7H SH':6 NE � G R, ENGINEER: .SURVEYOR. EEN PRAR/E L.P. BALLARD & BRAUGHTON ENGINEERING SUMMIT SURVE)?N 3815 INC. 'DRIVE =.'•` = My Commission Expires April 17, 2012 pp ERTIFI TE OF CITY ENGINEER AiA!, ACE gineer of the City of College Station, Texas, hereby certify that this Subdivision Plot confi s fr' the requirements of the Subdivision Regulotions of the City of College Station. CIA 55 rty of Colleq Station I AP OVAL P A NNING AND ZONING COMMISSION !. hoirmon of the Planning and Zoning Commission of the City of Colle t hereby gQertify th t I the pt las duly approved by the Commission on the day y AAi`re� 09. l Chmrin CF TIFICAT O SURVEYOR 1, Monty Nixon, Registerd Profe1 that this plat is true and corre 31onol Land t landwas prepared Surveyor No. 5542, in the State of Texas, herby certify from an actual survey of the property and that property markers and moi ments vere . place under my supervision. F OTS 1-5, 7-8, 10, BLOCK 1 & LOT 1, BLOCK INAL cAr TOTAL: 24.588 ACRES Monty Nixon ` D AN GUST SUBMITTED ..MONTY.NIXON Registered - Professional Land Sue eyor M 5542 ';o 5542 v / s � I � ��y=�°mss,►,��P-ate. SC ILE 1=60' SUR. LOT 8, BLOCK 1 h K 0.808 ACRES �� J ACCESS ESMT. PLAT NOTES M /181 1. No buildings, Q (O°` m i w '(� 0.810 ACRES N ZO SEMINOLE PIPELINE ESMT. 25' UTILITY ESMT. fences, or other permanent improvements shall be constructed or �1"O Z hj i I ; (p `cj 929/419 945/391 placed upon, over or across the easements as shown, provided that the owner 4r O Q I ^ R ar)(� 23' CROSS ACCESS ESMT. 15 TEMP. ESMT. ALONG SOUTH SID / 20' POWERLINE ESMT. shall have the right to use the property within the boundaries of the easements t'jp t ry N BY THIS PLAT 758/594 in any manner which does not unreasonably interfere with the rights of public (� I. V) t I n1 �� 20' 25 utilities, including without limitation, ingress and egress, landscaping (excluding O (� I �t1 G'.._.7 - _ - _ _ _ - - / trees and other large vegetation that will interfere with the. rights of public O 11 15' CITY OF COLLEGE STATION (!- 8 _ _ _ _ _ utilities) and the right to pave the property and use the some as a parking lot 12' P.U.E. ' (� ^ WATER 275T _ -'-`-`� l - - - - _ 20' or roadway. In addition, utility easements may also be used for the mutual 10 �-- r -" use and accommodation of all public utilities desiring to use or using the some 23' PVT i ( 1� -~ `A ---� - - - - - - ____�� unless the easement limits the use to particular, utilities, said use by public CROSS ACCESS t I M _-------~ 13 rn �s25 !RF N 49' 18'22" W 224.50' IRF utilities being subordinate to the public's and city's use thereof. EA EMENT 3 23.1 a r - N 4900 _ - - 2.7 -he cit and ^'25'" W 214.57�' � y public utility entities shall have the right to remove and keep 7 �Jr�� CONC. ROW MKR BRS removed all parts of any buildings, fences or other permanent improvements or i Z _ 12.61' N 4224'13 W 0:59 frees or large vegetation which may in any way endanger or interfere with the --j 6Q ��- ; ra� construction, maintenance, or efficiency of their respective systems in said , p �JC20,Q� T� ,��0,20 easements. The city and public entities shall at all times have the full right of 56.46 55 Ingress and egress to or from their respective easements for the purpose of ' N 55•¢6'36" W 520'C¢) _ constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or ports of their respective systems without the ----�= IRF_ ____.----^- `- H. 6 FRONTAGE. RD. necessity of "J— any time Procuring Permission from anyone.ASPHALT PAVEMENT R.O.W VRiES GRAPHIC SCALE 0 60 120 180 24-0 FEET BEARING BASIS.' SOU ST LINE CALL 11.191 AC. 7151/171 CE IFICATE OF THE COUNTY CLERK 1, Karen McQueen, County Cler, in and for said County, do herbythat this t together with its -certificates of outhentificati n was €led 'n my office on the El R o S 2009, in the Official Public Re ords of Brazos County, Texas in Volume Page I WITNESS my hand and officio( eat, at 77Y office in Bryan, Texas. C County Clerk " Brazos County, Texas SHEET N0. 2 cpf Z FINAL PLA T SPRING CREEK COMMONS PHASE 4 & 5 OTS 1-5, 7-8, 10, BLOCK 1 & LOT 1, BLOCK INAL cAr TOTAL: 24.588 ACRES PREP D AN GUST SUBMITTED LOTS - 22.666 ACRES 2009 ROAD DEDICATION =- 1.922 ACRES s Er'2 TF ROBERT STEVENSON LEAGUE A-54 SC ILE 1=60' COLLEGE STATION BRAZOS COUNTY, TEXAS CORIN7H SH':6 NE � G R, ENGINEER: .SURVEYOR. EEN PRAR/E L.P. BALLARD & BRAUGHTON ENGINEERING SUMMIT SURVE)?N 3815 INC. 'DRIVE 464 N. CEN 200 !C II L IOX EXPRESSWAY OLD BULLARD ROAD 2040 DEERBROOK 'PLACE TYLER, TEXAS 75701 TYLER, TEXAS 71703 1EX4I 903-531-9800 ALLAS, 75205 -90J-561-9544 SHEET N0. 2 cpf Z