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HomeMy WebLinkAboutIndian Lakes Ph1 Lts9-A, 9-B; Blk2 Lt1-R RP3 00 r_ 176.66 I I I L8 N 40'40'13" E 67.74' L97 S 56'49'53" W 32.44' \ \ 1B I I L9 N 13'50'11" E 90.56' L98 N 39'28'54" W 124 54' \\ I I CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS i, Paul J. Clarke, owner and developer of the land shown on this plat, and des Haled herein as LQJ 9A AND 98. BLOCK iani►ncnu OF INDIAN u[Fc ci farms ON Prate r and I, Paul J. Clarke, Manager Smiling Mallard Management, LLC, the general partner of Smiling Mallard Development, LTD., on behalf of and as attorney in fact for Indian Lakes Homeowners Association and des' noted herein as H.OA LOT 1 _R• � ,1,2 RESUBDIVISION OF I nwi LIES SUBDMS_�N. PHASE I in Brazos County Texas and whose THE STATE OF TEXAS COUNTY OF BRAZOS �.uThiis instrument woo acknowledged before me on the z 5 day of 2008, by Paul J. Clarks, Manager, Smiling Mallard Management, LLC, the General Partner of Smiling Mallard Development, Ltd., on behalf of the partnership and on behalf of, and as attorney in fact for, Indian Lakes Homeowners 0/ • names aro subscribed hereto, hero dedicate to the use of the y \ by publicforever, all streets, NOT PUBLIC STA OF \ I General Note:: 1. The bearing system and actual measured distance to the monuments aro consistent with the recorded plot in Volume 5978, Pager 150, Official Records of Brazos County, Texas.:' 2. A portion of Lot 9-B. Block 2 lies within the 100 year floodplain according to the F.E.MA flood Insurance Rate Map for Brazos County, Texes and Incorporated areas. Con4munity No. 480083, Panel No. 0215C, Map No. 4804100215C. Effective date: July 2, 1992. 3. Front, aide, and rear setbacks are establisind by the covenants, conditions, and restrictions of Scale: the subdivision and aro equal to or in euraa of the minimum County . and City requirements 1 "=200for tingle family rural lots. 4. All Common Areas aro owned and maintoIned by the Homeowners' Association. 5. LAKE ARAPAHO HAS THE FOLLOWING DESIGN ELEMI NTS: NORMAL POOL ELEVATION - 257.5' (N.G.V.D.) L10 \ i/ �� alleys, parks, easements, and public places thereon shown for the purpose and \ WATER SURFACE ELEVATION OF THE 100 -YEAR EVENT AS ROUTED THROl1GFt THE OUTI ET WORKS S 23'32 42 E 23.60 L99 N 73' 13' 15" W 72.64' \ \ 1 1 H. O.A Lot 1A �/ i� co n therein expressed. \ \ 16 I I / AND EMERGENCY SPILLWAY OF LAKE ARAPAHO 260.0' (N.G.V.D.). L11 S 01.49' 13" W 84.76' L100 \ , L // \ 1 1 H.O.A Lot fA �� MINIMUM HABITABLE FINISH FLOOR FOR ALL LOTS ADJOINING LAKE ARAPAHO IS 262.0' L12 S 31'45 28 W 59.37 \ \ k2� // \ / ' �� (N.G.V.D.). S 59'44 20 E 55.53 L101 S 14'38'22" W 119.76' \ \ L �� / y i • L / ( ) L13 w v �/ _ pmen 81Er1>11E�.8>d1ldlres \ I. / 9. / .�' Foul arks ng a a o i \ \ A2� // 6. Notes from the Brazos County Health ty Department: By. Smiling Mali Management. LLC.�ILh \ v /, ��a.) All lots served by an OSSF must comply with county and stats regulations. No S 43'4t 30 E 134.27 L7 02 S 04' 1225" E 102.97 1C • r' 20% / /�/G� \ g Qts: General P or 1G, 20� \ \ / /,/C` - e o'o� �� OSSF may los installed on any lot without the issuance of on authorization to L14 S 56'22'04" E 163.44' L103 S 32'26 27 E 51.68 ey Poul Clarke 23, 2010 ' ( � � ! 4 construct issued by the brozoe county health department under the provieiona of A� / I I F 1 Indian Lakes meowners Associatlon Its: Manager the age facility regulations adopted by the commissioners court of Brazos L15 N 85'48*32* E 108.02' L104 S 88'43'05" W 101.31' \ I I \ ro X\ I I pt!F v / 1 °, ':?'e`�A�pursuant to provisions of section 21.084 of the Texas Water Code. No I I \ ro o \ County. O, private water L16 N 1 V52 21 E 144.22 L106 S 5758'26" E 87.75' `�� ..I I \ \ ��� �I I \ \ \\ 6 9 �o�b OSSF drain field is to encroach on the 100 -foot sanity zone of L17 N 14'52'21" W 250.16' L106 N 50'58'56" W 54.65' \ I I \� » � � I 6 wells or 150 feet ofblic water wells. •Q "f" L18 N 78'41'00" E 117.87' L107 N 76'26'54" W 60.30' b.) All lots will be \��\ I 1 \ \� v I s �\ `\ \ \ rr �'' j �� ' required to have a sits/son evaluation on file with the brozos county _ \ \� • ' \� 5 health department before on -sib sewage facility may be constricted. N 18'48'03" E 113.89' L108 "154.53' s2 \ _ _ _ _ age peal areas shop not encroach the 100 foot or the 150 19 S 03' 16 38 E L20 N 14' 15'43" W 192.97' L109 » � - - - - - -" `� :\ I I \ � �2 \ \ _ _ - _ _ _ c.) On -Sits sew facilities die N 50'00 35 W 91.58 \ \ � � I \ \ _ _ _ J \ _ _ _ - - foot sanitary zone of a private or pulft wap mwwuvely. \ 11 - 1 CERTIFICATE OF THE COUNTY CLERK `�� Special Utility District win provide water service for the subdivision. LZ1 N 18'34'25" E 118.38' L110 S 23'00'39" W 67.22' 2 1P/,/ \ �o'�•u•E i 1e � rs I % - \\ 13 \ - 10�P.U.E 1 1 1B '1 >'9 r S. 1/2" Iron Rods aro set at all corners unless otherwise indicated. L22 N 58'23'47" W 118.71 L111 S 18'44'20" W 78.25' v/ / \ \ ,' i 17 18 ' I County Clerk, in and for said County,do hereby c 2 �/ / L23 N 76'20'17" W 60.31' L112 ' Y \ Ie r w " � S 11'14'35" E 33.63' _ _ 20' P. • � � 14 rs � 16 ' 1 l 1 �' �� boffPee theg�� �►� oertiflcotea o o ntication was filed for record / / � r•r i re I / v \ � f7 � O - 1 2 Iron Rod Found E. \ �S mY day of in the Official 20, f5 1 _ _ • - Easement Point of Intersection L24 N 76'26 30 E 75.58 L113 S 50'15'35" E 112.61' = (1. \ �" \ L47 L50 �� Records of Brazos County, exoe in Volume Page P,V 0 CS 1 - 8. There is a minimum 50 wide Drainage Buffer (25' on each side of the centerline of ail L49 drains w See the covenants. conditions and restrictions of the subdivision fob• additional L25 N 50'02'47" E 112.28' L114 S 55' 16'05" E 68.36' ` 1 ; _ _ \ \ \ \ L 48 . L49 , , ^ , _ f \ \ \ L47 L5 48 L26- - 2 \, \ Witness my hand and official Seal, at office in Bryan, Texas. `�` \ \\ !\ \ L� _ - •�) N 03'47'27" W 127.40' L115 N 8,T42'1 0" W 73.87' = ; � \ !- ' ' � ' �5 � � � Y ' information. L27 N 13'38'26" W 259.12' L116 S 82'21 49 W 113.10 �\\ i •, - � , �8 w shown hereon. H.O.A. Easement activities and/or Infrastructure Is referenced in the covenants N 33'20'35 W 82.17 L117 S 30'38'58" W 74.52'` \ hk co^s° e,t°r / �L 9. H.O.A.Easements elan all streets run . L of+v^ - \ � w` \ k �� g parallel to and adjacent to the public utility easements conditions. and restrictions of the subdivision. / Coun kern \ Vy �^ a°r 10. Abbreviation: L29 N 37'55'32" W 246.92' L118 B.S.L. - Building Setback Lkis S 06'58'20" E 128.37 •3 \ \ 20' P.U.E. / 12 k 9 Brazos County, Texas \ \ / \ \ Bloc of .i \\ \ 20 P.U.E. Block 9 of F.B.C.G.G.S. - Ferguson Burleson County Gas Gathering System L30 N 83'08'53" W 109.13' Lt 19 S 33'11'57" E 169.33' \ l Ivis►on e r \ rq / Resume es. Phos r \ \ / f2 u�/. sion ase 1 H.OA - Homeowners Association L31 N 75'32'12" W 145.73' L120 S 39'09'19" W 67.14' ji'es bdi" Ph 15� H.OACA - Homeowners Association Common Area L32 N 50'42'44" W 65.49' L121 S 1 Z'25'50" E 55.59' L� _- �`� _ \�� L,37 • I � � , Indian 59°�8, P9• 1 � L33 _ 434 Indian Pg. H.oAE. - Homeowners Association Easement L33 N 73'26'32" E 66.82' L122 S 63'43'18" E 45.28' < �S L.3_d I / Vol. _ _ - 4SS L37 1 r ` 5978, P.U.E. - Public Utility Easement - J / �\ APPROVAL OF PLANNING AND ZONING COMMISSION < - - L3_6_`�� W.E. - Water Line Easement L34 S 85'51 '56" E 141.61 ' L123 S 12'22' 12" W 98.36' !`�� - - - - - / / - - L35 S 69'29'53" E 124.97' L124 S 86'12'21" E 177.63' ,`3; - •( `1� I, Sohn N ICIChairman of the Planning and Zoning - 1 L36 S 89'59'03" E 142.38' L125 S 11.49'58" W 294.38' Lap \ \ \ I I Commission of the City of Copele Station- hereby certify that le attached l•7� - • _'_-- 1 plot was duly appreowd by tM Commiosicn on the �_ day of L37 N 08'26'28" W 79.99' L126 S 65'35'22" W 112.33•; _ ; \ \ \ \ /� 9Ux►C. 2 _ \\ \ \ \ /� - UNE TABLE L39 N 31'46'44" W 305.33' L127 N 00'15,38* W 20.00; \\ �� \ l� - ' i _'�ci1 \ 1� UNE BEARING DISTANCE L40 N 2627'05" E 100.49' L128 N 42'52 55 W 44.92 \ L167 N 16' " L41 N 01.09'24" E 227.19' L129 S 31.03'06" E 63.35' N��\ \ \ \` _ - _ _ - C , = <�J,`\\ 25'25. W 21.31' "202.89' \�\`- L168 N 25'33'51" W 117.85' L42 N 58'00'06" E 148.35' L130 S 44'58'02 W \\ �\ \ L168 N 29'43'44" W 117.85' L43 S 63' 10'26" E 285.38' L131 S 03'24' 19" W 132.31' \ \ ` \ • " 4 d' 66 \ L60 \ \\ ` CERTIFICATE OF CITY ENGINEER r\ \\ \ L59 \ �\ Bock 9 L170 N 23'08'56" W 11_48.43' L44 S 23'38'39" E 280.97' L132 S 08'35 33 W 178.81 L59 Resubdivision of /radion Lo L45 S 25.17'12" E 46.99' L133 S 88'44'22" W 25.00' -� \ 4 `J�\ L63 \ ` les Phase / L171 N 59'44'22" E 22.76' 1 ( \.\ 1. City Engineer of the City of College \ L60 \ 1 1 '�'\ VoL 5978, Pg. 150' L172 S 38"20'21" E 157.99' L46 S 56'00'49" E 87.55' L134 S 00' 15'38" E 434.50' t Station, axes, y certify that this subdivision plat conforms to L173 L47 N 88'48'12" E 80.67' L135 S 32.04'46" W 154.06' \ vl 1 L62 14 >) the requirements of the Subdivision Regulations of the City of 111 1 I S 29.42'42' E 203.09' L48 N 71'04'44" E 52.72' L136 S 12'19'37" E 113.84' _ o `! I L61 College Station. rI 1 L62• 14 4p L174 L49 N 89'55'50" E 66.75' L137 S 05'32'57" W 115.04' = 20' PU, till\ I 1 //�� �G �� o `Oj 1 L81 // o S 26'59'00" E 52.41' L50 N 74 00'42" E 128.51' L138 S 31'51'15" W 187.80' ` 1 1 C h �t �//tee P,V �I 1 -o w / 20' �I 1 I ii �' L175 N 34'36'58" W 101.22' » / < r - , `_ _ f. i , \ O� Lt 76 N 01'24 58 E 64.49 L51 S 69'1629 E 44.84 L139 S 31'11'19" E 110.41• , / /O,y91tty of Cnew oll"* Station 11\ to ' - / 6�/J ria L177 N 13'39'36" W 66.79' - �- , 1 1 v /' �/ /�� �\ � N 2,C48'34* W 44.37' L52 S 58' 11'09" W 70.44' L140 S 51'20'34" E 135.37 -� ` ` " - >7 Oy (( g0, 9 S / J 10' Cel / �'` \ \ � (I / 10' L179 N 00'15'38" W 15.00' L53 S 72'55'50" W 108.64' L141 +/ H.p \ S 78'03'14" E 115.72' 1 L180 N 89'44 22 E 33.45 L54 S 49'25'17" W 56.11' L142 S 00' 15'39" E 167.32' 1 \\ \m ` �� 11 17A rl �4E / / \� ` ` 1� 1 \ \ 11\ ` 1 / y 0"4£. '� ' L56 S 1742'23" W 239.95' L143 \ \ 111 / / / S 89'44'22" W 310.09' I Il///t \\�r_ % 11; 17A / / //// \�\ \ L181 N 6535'22" E 61.25' L57 S 23'03'36" E 213.46' L144 1 I r 1 / 178 //�/ CERTIFICATE OF COUNTY JUDGE 1 r/ S 36'15'52" E 60.53' S \ \ I I 1 / I County5 t t \\ \ II 11 1 L58 S 35'37'30" E 58.55' L145 S 51'57'59" W 394.15' L�y� 15 \, Judge of Brazos County, 5 15 1rI 1 1 .� ` c, L59 S 39'20'52" E 60.44' L146 S 00'00'00" E 122.77' �4 i' 1 1 r A 18 / r• `\ Texas. do certify that this plat was duly approved by LZ%i 1 1 '1 \,,1 1� / 18 /�� 4 3.e"a ¢' L60 S 44 06'55" E 48.60' L147 ' 1 1 I IN / �/ ` the Brazos County, Commissioners' Court on the day of r S 85'34 32 E 468.81 . _ I I / 1► O �i /�i Z4 1 1 1 ` c L61 N 71'17'59" W 48.80' L148 S 28'54'54" E 198.69' \ 1 1^ II 1 1 1 bi I /// / / - . C • I I O i /� �a �Z i 'o I �'3 • I Iv 11 1 1 1•I'� / / 9 / / ca t.. L62 N 54'32'56" W 49.07' L149 N 61'05'06" E 27.53' I I v I ►I 1'11 1 • I"� /� Lg9 .' / 1 1� I ►I 1� 1 ml I / / L8B L4_ Z) CLI L63 S 69'23'30" W 41.78' L150 Ivo /i / , ' = _ I 1 / 8 , 1 16 1 / 7 O n u os our 1/1 1 r lou c`: r 1� 1 1 /i /ou tY -_� ; 1 I1 I Iv i N 29'43 44 W 107.13 1 L64 S 03'51'52" E 144.43' L151 = � _ / / •\ 6 - � _ 1 I � l 85 N 23'08'56" W 282.85', 1 i\ I I1'^°'l 1 16 �1 O L65 S 16'22'40" W 58.95' L152 B/mak 2 , ; I ati r Block 9 I v 19 ¢+ B/ock 2- , 111 / /0 1r1 B/ock 9 1 11 / /v� \ �'�//// L 6, N 00'15'39" W 39.35' Resubdivision of ' �0 1 / Irv° Irl t / \ \/` L8 \ - /v I L66 S 23'58'32" E 202.25' L153 N 80'24'20" W 104.78' Indian Lakes �\ \ / l I 1 / ' Resubdivision of - -0 1 / ro r 1 1 \ \/ / L8 Phase I 1' I - - / / 9 ` \ Indian Lakes, Phase I �\ 1 / 1 1 ) . /�9 \ \ "' al �. L67 S 08'31'21 ` W 177.00' L154 N 60'40'32" W 76.74' V©� 5978, P9 150 1 1 ` ��a' 1 r � � ' � / \ � \ CERTIFICATE OF SURVEYOR Vo% L68 S 15'03'22" W 107.46' Ll N 46'13'39" W 68.57 1 \ \ \a0 1 I S ' ' _ \ P9 150 ' �o+ 1' \ \ 5978 1 1 ! .ra S 42'22 40 E 62.37 L156 » L \ \ / 1 ( /� �� _+ ct; H5 L7Q r ve l / i t 93 \ )1(/ I I 4 �D� \ \ / L69 ' N 36'35 27 W 115.73 6 /> • I r /�' '9Z STATE OF TEXAS 1 1 \ \� I 1 8i'i \ \ / ` >ri i >_ S 43'48 39 W 66.93 L157 N 27'18 20 W 31.04 L701 I L �� COUNTY OF BRAZOS 6 / III J' \ ,v �, ' L71 S 17'11'30" E 55.90' L158 N 16'25'25" W 50.60/ / ' �►,_� / l l L701 I O r� r, ' / I /, I. Kevin R. McClure. Registered Professional Land Surveyor \ �+ ti / ^ ,�94 ac 20 / / i r �a I hereby certlfy that this plat I / / / / iy /,i �n} f ,_. L72 S 0752'37" E 101.34' L159 N 2533'51 " W 117.85' III / /^ i i9h �� 20, /� No. 5650, in the State of Texas, L73 S 19'56'48" W 79.96' L160 N 29'43'44" W 247.66' 20, v I P /i/ is true and correct and was y 1 I 1 9 ?0 y.,� nE ,; ► rx:: / 1 1 / ( � (/ prepared from on actual curve � � . L74 N 79'44'08" E 64.90' L161 ` ; P U•f. l l 1 IN Irl \ \ �\ E / / of the property and that property markers and monuments / 1 1� 1 II /1 V P :•+ r �• t:,r, N 23 08 56 W 148.43 ��� V / !/ \ r / were ill ad prefer y sir elan on the ground. �� , 20, P A / V I I v \ E. L75 N 40'01'59" E 51.03' L162 , , , U.E s/ I IN I \ \ / c•�, L 18_ �• "� \. v l,9 \ N 59'44'22` E 22.76' � � � /1 /' � \ c+ � v / V \ c-• � � � � / i z .+ 4�E L76 _ \/ L /h 9 \ \\ \ '�•,.. McClu R. L.S..No. 650 2 O� / ,/ g ' \ \� r..:� ._. rt -r N 39'21 25 E 88.10 L163 S 38'20 21 E 157.99 - \ \ \ 21 E OF L18 J �/ / \ \ \ 21 1 , c:. ,•„ ' / / Pot Fq a L77 N 23'07 04 E 92.17 L164 S 29'42'42" E 203.09' • V1 / /� `�\ \ / '� ••" D3 _ - - v / h \ �, a+�•�"•, L78 n \ 1 L74 / /p ct+\ J , 5 .�� Fo %W ' ' � ' _ l 1 1 I 40\ \ \ / �. .c.; .w N 56'46'29` E 222.21' L165 S 26'59 00" E 78.24 1 1 "1 l ` \ \ \' '� ca\ J • // '- r�' +_ n .. .1....... .................... L79 N 15'16'09" E 185.16' L166 S 33'00'54" E 40.87' _ v- Lao N o4o6'14" E 57.13' "/ 1^ 7 �\ 1 t' \-- KEVIN R.•McCLURE-- L81 N 31'53'57" E 71.86' $ I iv L 12 v\ \ I L 102 4V,0 5650 J 1 I . I Iv L 12 v\ 1 L 102 92. 18'l�rf 1. 1 ' 1 6 I J/ L83 S 09'1847" E 01.96' 1 \ 11 \1 I I 22 q, i �,9� pQ 1 V/ / _ 11 \\ 1 t 22 Q. 111 1 11 L \ � L 10.3 1.1 11 \ / L83 S 00'29 52 W 101.96 1 V. L• \ _ / O 3UR y_ L- -� 1 1 L103 / r L84 Lot 2A 11 �� tea\\�\�, 1 1 / tea, - \ \!� ---� // S 33'05'10" E 86.97 11 -13 `1�;; _so _ E. 11 a _ \ \ \ P.U• Lot 2A - .� L85 S 89'09'31" E 77.08' \ `\� �- \ / / L107 1 �L104 \ 20 � \ ° �-� L7 \ \ \ O / / /10j I•�L104 \ 20 _ L86 N 73'22'20" E 120.65,\�� \ \h v1 / I• r J 1 \� _-_ _ - - �, \\ -; ` =; r•\ \ \ \ - L87 N 55'55'56" E 75.68, \\ \� 2 -1 \\ A / / 1 tr L1o5 , /d \ 0 1 in L105 Lab N 39'56'51' E 37.98' - _ \ \ \ L 15 I INil p U_E \\ O Lot 8A \\ \ _ - ,0/ • \ 1 logo L106 23 / / \ _ / `� L89 N 69'42'52" E 56.90' Ot L ' Vo ! P 5 _ =•�Jj,Q,A.�.� o\1��\\ �/ �\J I f�� tr °{46 i j 8690 } 10• p_U,E_ o \\o Lot 8A \\ \ ---' .O/•\ h L10�6 23Of ///aro 20• P ?a w8, P•DE \ \ �-- ==--- 4f //� o _-�-: p,U.E 11 2p. P•U.f \ \ vl l \\� - ===/7/ G 16' P.U.E. r �� .. E , L 112 L _ _ y-� C2•. .S' )6. G� �1 �. _ '4"463. \\w \!� �o // \ ?1"E, f, L112 L__-- T. //, n.t.s. i/ 5' . \ \1� o j/ 16 P.U.E. C�e2 3j �� �� 83• •\ Lot lA ,__ H.O E \ \ 24 / /� j/ B/ot 1 �i� \\ 20 P.U.E \ . �\�� jai \. or \I5, = \ \ 24 ,moo L129 _ YJ Lot lA i \ 20 P.U.E \ . �i� C� y � �� _ � . _ B/ock 1 k.• i �j �: �� H' 0 E \ � \ ar i � 'h• ��/ 1/ L116 QJO ��,'10� ,�O - L129 w 1 - Lot 9 A ►.'./ �11s L11s 'Ail r � ' QJ X11, QJ 1 � 62Z �/ \.1� \ L162 Block 2101 1 ry0 H O.A. Lot 1 I I� 25 / / 1 � r ry I• // 1 1 �' ij m�j 6.502 Acres O �,�,• ��Min. FF=262.0 H. O.A. Lot 1-R I IC i $ Igo 9 h 25 Block 12 I I 0' p.U.E. _yam�,ao\ 62.28 Acrsas ?__ ' J�I\ � < 1 B%OC�' 12Q'p.U_E. I Lake Arapaho - __ - �� _ -- I► � 59.781 Acroa _ 2 _ 2 r 11 Lake Arapaho H.OAE . \<'� 1 1 \ \ 26OI \ \c <�\ \ =, ^III .��0) ' 10 P•U_E /J / r a =±� ' r1T h:t + o" l =+ : -s - ;) _ _ _ 418.74'_ �� ` eo F` -4 I \ \ r �►D y BRAZOE : C N I � 20 P.U.E. L147 - - _ _ - _ � � ,\ry of a {f c COUNTY �� au8 �S 1 \ .`O ,ol/-WOh L Lot 9 \\ r VI 122 /I z r c 1 ` >< " ^� ,�(b• / - t2 27 _I., sew s rkD#D Dttii.D I r r� / 1 L 2 f� ✓ Block 2 L133 % » I r . / �� L148 \ \ v / +' o ® W-4 i Z / /f/, ' ,/� 17..38 Acres <\ 'rye / / / l i � r " I / ,' A \ \ , , / 27 `)'' 1 A Min. FF -262. rn I / 1 N I r" � y p �- \ I �'1 _ Lt24 I , I>- I Lot 9-8 <' ` Nl 1 '/ i ;X gl ®, I _ -r h i �/ `rte �i vl L 1124 ' tJ I A �y / O //' �A i► L167 - 3 / /. Bock 2_ -r �° o`I f1 y 1 ev.° or Dom i i -o ; 1 ,s, 1,3.378 Acres L149 \ -1 f 1� Min. FF -262. 1 .FINAL PLAT $ C /0 of Dom I b 1 ,c�j t. 'tmfl L1 r 1 him 1 I ;ereipl Humber 745152 _Pt I_ ,:` , ' ,'' f �!sF I r I I FINAL PLAT OF /ND/AN LAKES SUED/V/S/ON, PHASE I ' f o III I -__1 ,!tt Wlrp� fir'��'o .�� I .N 1 Ji 10' P.U.E. I I e�+°° of QO'^ 11 ? fi �f �°� �SR L153 t L18o -_-moi 1 LOTS 9-A AND 9-8, BLOCK 2 AND H.O.A. LOT 1-R, ♦ _321.39'. _L '--------- I 20 P.U.E. 1"` 0, L17 j1 '; , ,z____--_ 1 - P.u.E.- _-_• -- L15 - , 9 1 �,$�� BLOCK 12 BE/NG A REPEAT OF THE ----- 1 ♦♦ L1 , _S 894422' W -790.84'' -------------rr�126 8-R1 111 ii ♦ I ____________________ 6 II I __321.39 -'-:L - -L143_-_? � 11 � 701.08' 20 P.u.E. - RESUBDIVISION OF /ND/AN LAKES, PHASE I S 894422 W - 1015.43 � 20 P.U.E. L127 I 1 11 • ♦ - - - - -S 894422" W - 790.84'' - - - r (,1Z 8-R1 1 1 Block 13 L128 20 P.U.E. L127 S 894422 W - 1015.45 1 111. LOT 9, BLOCK 2 AND H.O.A. LOT 1, BLOCK 12 Fronk B. M Lakes ' Vol: le$ 320 Ac. i �RePlat Phase I V1 119 , Fronk B. Mcgregor I I) t Black din Lak dd Apprro x� a Location , (unpkrtted) Vol. 6g 11' P9 vol.t, 20g. Ac.387 1 I Repl a Phase V I 119 70 661 A CRSS of PIa�Zoni a"A" ♦ Approximate 100 year Flood- n� �,(unplvtted) vol. 6911. P9• � PIOin Zone "A" � J.M. BARRERA SURVEY, A-69 BRAZOS COUNTY, TEXAS 0RjG �NAL DL A T TAPR/L, 2008 RZ-FLA I- 200' LOT 9, BLOCK 2 AND H.O.A. LOT 1, BLOCK 12 RE -SUBDIVISION OF /ND/AN LAKES, PHASE I Owner: Smiling Mallard Development. LTD McClure d: Browne Engineering/Surveying, Inc. AS RECORDED /N VOLUME 5,978, PAGE 150 3608 East 29th Street 1008 Woodcreek Dr., suite 103 Bryan, Texas 77802 College Station, Texas 77845 (979) 846-4384 (979) 693-305 1 QC+2(109Fi-I�P. dives UNE UNE TABLE DISTANCE UNE UNE TABLE BEARING DISTANCE GURW TABLE BEARING L1 N 47'07'05" E 19.79' L90 S 16'04'33" W 60.02' CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD 88.51' L2 N 02'09'26" W 101.69' L91 S 42'31'03" W 139.32' C1 15727'40" 50.00' 133.05' 204.03' N 2,V41'50* E 97.13' S 50'39'16" W L3 N 31'03'06" W . w 92.08' L92 S 66'59'06" W 93.92' C2 40'23'27" 22.68' 15.98' 8.34' N 31'20'16" W 15.66' 3 00 r_ 176.66 I I I L8 N 40'40'13" E 67.74' L97 S 56'49'53" W 32.44' \ \ 1B I I L9 N 13'50'11" E 90.56' L98 N 39'28'54" W 124 54' \\ I I CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS i, Paul J. Clarke, owner and developer of the land shown on this plat, and des Haled herein as LQJ 9A AND 98. BLOCK iani►ncnu OF INDIAN u[Fc ci farms ON Prate r and I, Paul J. Clarke, Manager Smiling Mallard Management, LLC, the general partner of Smiling Mallard Development, LTD., on behalf of and as attorney in fact for Indian Lakes Homeowners Association and des' noted herein as H.OA LOT 1 _R• � ,1,2 RESUBDIVISION OF I nwi LIES SUBDMS_�N. PHASE I in Brazos County Texas and whose THE STATE OF TEXAS COUNTY OF BRAZOS �.uThiis instrument woo acknowledged before me on the z 5 day of 2008, by Paul J. Clarks, Manager, Smiling Mallard Management, LLC, the General Partner of Smiling Mallard Development, Ltd., on behalf of the partnership and on behalf of, and as attorney in fact for, Indian Lakes Homeowners 0/ • names aro subscribed hereto, hero dedicate to the use of the y \ by publicforever, all streets, NOT PUBLIC STA OF \ I General Note:: 1. The bearing system and actual measured distance to the monuments aro consistent with the recorded plot in Volume 5978, Pager 150, Official Records of Brazos County, Texas.:' 2. A portion of Lot 9-B. Block 2 lies within the 100 year floodplain according to the F.E.MA flood Insurance Rate Map for Brazos County, Texes and Incorporated areas. Con4munity No. 480083, Panel No. 0215C, Map No. 4804100215C. Effective date: July 2, 1992. 3. Front, aide, and rear setbacks are establisind by the covenants, conditions, and restrictions of Scale: the subdivision and aro equal to or in euraa of the minimum County . and City requirements 1 "=200for tingle family rural lots. 4. All Common Areas aro owned and maintoIned by the Homeowners' Association. 5. LAKE ARAPAHO HAS THE FOLLOWING DESIGN ELEMI NTS: NORMAL POOL ELEVATION - 257.5' (N.G.V.D.) L10 \ i/ �� alleys, parks, easements, and public places thereon shown for the purpose and \ WATER SURFACE ELEVATION OF THE 100 -YEAR EVENT AS ROUTED THROl1GFt THE OUTI ET WORKS S 23'32 42 E 23.60 L99 N 73' 13' 15" W 72.64' \ \ 1 1 H. O.A Lot 1A �/ i� co n therein expressed. \ \ 16 I I / AND EMERGENCY SPILLWAY OF LAKE ARAPAHO 260.0' (N.G.V.D.). L11 S 01.49' 13" W 84.76' L100 \ , L // \ 1 1 H.O.A Lot fA �� MINIMUM HABITABLE FINISH FLOOR FOR ALL LOTS ADJOINING LAKE ARAPAHO IS 262.0' L12 S 31'45 28 W 59.37 \ \ k2� // \ / ' �� (N.G.V.D.). S 59'44 20 E 55.53 L101 S 14'38'22" W 119.76' \ \ L �� / y i • L / ( ) L13 w v �/ _ pmen 81Er1>11E�.8>d1ldlres \ I. / 9. / .�' Foul arks ng a a o i \ \ A2� // 6. Notes from the Brazos County Health ty Department: By. Smiling Mali Management. LLC.�ILh \ v /, ��a.) All lots served by an OSSF must comply with county and stats regulations. No S 43'4t 30 E 134.27 L7 02 S 04' 1225" E 102.97 1C • r' 20% / /�/G� \ g Qts: General P or 1G, 20� \ \ / /,/C` - e o'o� �� OSSF may los installed on any lot without the issuance of on authorization to L14 S 56'22'04" E 163.44' L103 S 32'26 27 E 51.68 ey Poul Clarke 23, 2010 ' ( � � ! 4 construct issued by the brozoe county health department under the provieiona of A� / I I F 1 Indian Lakes meowners Associatlon Its: Manager the age facility regulations adopted by the commissioners court of Brazos L15 N 85'48*32* E 108.02' L104 S 88'43'05" W 101.31' \ I I \ ro X\ I I pt!F v / 1 °, ':?'e`�A�pursuant to provisions of section 21.084 of the Texas Water Code. No I I \ ro o \ County. O, private water L16 N 1 V52 21 E 144.22 L106 S 5758'26" E 87.75' `�� ..I I \ \ ��� �I I \ \ \\ 6 9 �o�b OSSF drain field is to encroach on the 100 -foot sanity zone of L17 N 14'52'21" W 250.16' L106 N 50'58'56" W 54.65' \ I I \� » � � I 6 wells or 150 feet ofblic water wells. •Q "f" L18 N 78'41'00" E 117.87' L107 N 76'26'54" W 60.30' b.) All lots will be \��\ I 1 \ \� v I s �\ `\ \ \ rr �'' j �� ' required to have a sits/son evaluation on file with the brozos county _ \ \� • ' \� 5 health department before on -sib sewage facility may be constricted. N 18'48'03" E 113.89' L108 "154.53' s2 \ _ _ _ _ age peal areas shop not encroach the 100 foot or the 150 19 S 03' 16 38 E L20 N 14' 15'43" W 192.97' L109 » � - - - - - -" `� :\ I I \ � �2 \ \ _ _ - _ _ _ c.) On -Sits sew facilities die N 50'00 35 W 91.58 \ \ � � I \ \ _ _ _ J \ _ _ _ - - foot sanitary zone of a private or pulft wap mwwuvely. \ 11 - 1 CERTIFICATE OF THE COUNTY CLERK `�� Special Utility District win provide water service for the subdivision. LZ1 N 18'34'25" E 118.38' L110 S 23'00'39" W 67.22' 2 1P/,/ \ �o'�•u•E i 1e � rs I % - \\ 13 \ - 10�P.U.E 1 1 1B '1 >'9 r S. 1/2" Iron Rods aro set at all corners unless otherwise indicated. L22 N 58'23'47" W 118.71 L111 S 18'44'20" W 78.25' v/ / \ \ ,' i 17 18 ' I County Clerk, in and for said County,do hereby c 2 �/ / L23 N 76'20'17" W 60.31' L112 ' Y \ Ie r w " � S 11'14'35" E 33.63' _ _ 20' P. • � � 14 rs � 16 ' 1 l 1 �' �� boffPee theg�� �►� oertiflcotea o o ntication was filed for record / / � r•r i re I / v \ � f7 � O - 1 2 Iron Rod Found E. \ �S mY day of in the Official 20, f5 1 _ _ • - Easement Point of Intersection L24 N 76'26 30 E 75.58 L113 S 50'15'35" E 112.61' = (1. \ �" \ L47 L50 �� Records of Brazos County, exoe in Volume Page P,V 0 CS 1 - 8. There is a minimum 50 wide Drainage Buffer (25' on each side of the centerline of ail L49 drains w See the covenants. conditions and restrictions of the subdivision fob• additional L25 N 50'02'47" E 112.28' L114 S 55' 16'05" E 68.36' ` 1 ; _ _ \ \ \ \ L 48 . L49 , , ^ , _ f \ \ \ L47 L5 48 L26- - 2 \, \ Witness my hand and official Seal, at office in Bryan, Texas. `�` \ \\ !\ \ L� _ - •�) N 03'47'27" W 127.40' L115 N 8,T42'1 0" W 73.87' = ; � \ !- ' ' � ' �5 � � � Y ' information. L27 N 13'38'26" W 259.12' L116 S 82'21 49 W 113.10 �\\ i •, - � , �8 w shown hereon. H.O.A. Easement activities and/or Infrastructure Is referenced in the covenants N 33'20'35 W 82.17 L117 S 30'38'58" W 74.52'` \ hk co^s° e,t°r / �L 9. H.O.A.Easements elan all streets run . L of+v^ - \ � w` \ k �� g parallel to and adjacent to the public utility easements conditions. and restrictions of the subdivision. / Coun kern \ Vy �^ a°r 10. Abbreviation: L29 N 37'55'32" W 246.92' L118 B.S.L. - Building Setback Lkis S 06'58'20" E 128.37 •3 \ \ 20' P.U.E. / 12 k 9 Brazos County, Texas \ \ / \ \ Bloc of .i \\ \ 20 P.U.E. Block 9 of F.B.C.G.G.S. - Ferguson Burleson County Gas Gathering System L30 N 83'08'53" W 109.13' Lt 19 S 33'11'57" E 169.33' \ l Ivis►on e r \ rq / Resume es. Phos r \ \ / f2 u�/. sion ase 1 H.OA - Homeowners Association L31 N 75'32'12" W 145.73' L120 S 39'09'19" W 67.14' ji'es bdi" Ph 15� H.OACA - Homeowners Association Common Area L32 N 50'42'44" W 65.49' L121 S 1 Z'25'50" E 55.59' L� _- �`� _ \�� L,37 • I � � , Indian 59°�8, P9• 1 � L33 _ 434 Indian Pg. H.oAE. - Homeowners Association Easement L33 N 73'26'32" E 66.82' L122 S 63'43'18" E 45.28' < �S L.3_d I / Vol. _ _ - 4SS L37 1 r ` 5978, P.U.E. - Public Utility Easement - J / �\ APPROVAL OF PLANNING AND ZONING COMMISSION < - - L3_6_`�� W.E. - Water Line Easement L34 S 85'51 '56" E 141.61 ' L123 S 12'22' 12" W 98.36' !`�� - - - - - / / - - L35 S 69'29'53" E 124.97' L124 S 86'12'21" E 177.63' ,`3; - •( `1� I, Sohn N ICIChairman of the Planning and Zoning - 1 L36 S 89'59'03" E 142.38' L125 S 11.49'58" W 294.38' Lap \ \ \ I I Commission of the City of Copele Station- hereby certify that le attached l•7� - • _'_-- 1 plot was duly appreowd by tM Commiosicn on the �_ day of L37 N 08'26'28" W 79.99' L126 S 65'35'22" W 112.33•; _ ; \ \ \ \ /� 9Ux►C. 2 _ \\ \ \ \ /� - UNE TABLE L39 N 31'46'44" W 305.33' L127 N 00'15,38* W 20.00; \\ �� \ l� - ' i _'�ci1 \ 1� UNE BEARING DISTANCE L40 N 2627'05" E 100.49' L128 N 42'52 55 W 44.92 \ L167 N 16' " L41 N 01.09'24" E 227.19' L129 S 31.03'06" E 63.35' N��\ \ \ \` _ - _ _ - C , = <�J,`\\ 25'25. W 21.31' "202.89' \�\`- L168 N 25'33'51" W 117.85' L42 N 58'00'06" E 148.35' L130 S 44'58'02 W \\ �\ \ L168 N 29'43'44" W 117.85' L43 S 63' 10'26" E 285.38' L131 S 03'24' 19" W 132.31' \ \ ` \ • " 4 d' 66 \ L60 \ \\ ` CERTIFICATE OF CITY ENGINEER r\ \\ \ L59 \ �\ Bock 9 L170 N 23'08'56" W 11_48.43' L44 S 23'38'39" E 280.97' L132 S 08'35 33 W 178.81 L59 Resubdivision of /radion Lo L45 S 25.17'12" E 46.99' L133 S 88'44'22" W 25.00' -� \ 4 `J�\ L63 \ ` les Phase / L171 N 59'44'22" E 22.76' 1 ( \.\ 1. City Engineer of the City of College \ L60 \ 1 1 '�'\ VoL 5978, Pg. 150' L172 S 38"20'21" E 157.99' L46 S 56'00'49" E 87.55' L134 S 00' 15'38" E 434.50' t Station, axes, y certify that this subdivision plat conforms to L173 L47 N 88'48'12" E 80.67' L135 S 32.04'46" W 154.06' \ vl 1 L62 14 >) the requirements of the Subdivision Regulations of the City of 111 1 I S 29.42'42' E 203.09' L48 N 71'04'44" E 52.72' L136 S 12'19'37" E 113.84' _ o `! I L61 College Station. rI 1 L62• 14 4p L174 L49 N 89'55'50" E 66.75' L137 S 05'32'57" W 115.04' = 20' PU, till\ I 1 //�� �G �� o `Oj 1 L81 // o S 26'59'00" E 52.41' L50 N 74 00'42" E 128.51' L138 S 31'51'15" W 187.80' ` 1 1 C h �t �//tee P,V �I 1 -o w / 20' �I 1 I ii �' L175 N 34'36'58" W 101.22' » / < r - , `_ _ f. i , \ O� Lt 76 N 01'24 58 E 64.49 L51 S 69'1629 E 44.84 L139 S 31'11'19" E 110.41• , / /O,y91tty of Cnew oll"* Station 11\ to ' - / 6�/J ria L177 N 13'39'36" W 66.79' - �- , 1 1 v /' �/ /�� �\ � N 2,C48'34* W 44.37' L52 S 58' 11'09" W 70.44' L140 S 51'20'34" E 135.37 -� ` ` " - >7 Oy (( g0, 9 S / J 10' Cel / �'` \ \ � (I / 10' L179 N 00'15'38" W 15.00' L53 S 72'55'50" W 108.64' L141 +/ H.p \ S 78'03'14" E 115.72' 1 L180 N 89'44 22 E 33.45 L54 S 49'25'17" W 56.11' L142 S 00' 15'39" E 167.32' 1 \\ \m ` �� 11 17A rl �4E / / \� ` ` 1� 1 \ \ 11\ ` 1 / y 0"4£. '� ' L56 S 1742'23" W 239.95' L143 \ \ 111 / / / S 89'44'22" W 310.09' I Il///t \\�r_ % 11; 17A / / //// \�\ \ L181 N 6535'22" E 61.25' L57 S 23'03'36" E 213.46' L144 1 I r 1 / 178 //�/ CERTIFICATE OF COUNTY JUDGE 1 r/ S 36'15'52" E 60.53' S \ \ I I 1 / I County5 t t \\ \ II 11 1 L58 S 35'37'30" E 58.55' L145 S 51'57'59" W 394.15' L�y� 15 \, Judge of Brazos County, 5 15 1rI 1 1 .� ` c, L59 S 39'20'52" E 60.44' L146 S 00'00'00" E 122.77' �4 i' 1 1 r A 18 / r• `\ Texas. do certify that this plat was duly approved by LZ%i 1 1 '1 \,,1 1� / 18 /�� 4 3.e"a ¢' L60 S 44 06'55" E 48.60' L147 ' 1 1 I IN / �/ ` the Brazos County, Commissioners' Court on the day of r S 85'34 32 E 468.81 . _ I I / 1► O �i /�i Z4 1 1 1 ` c L61 N 71'17'59" W 48.80' L148 S 28'54'54" E 198.69' \ 1 1^ II 1 1 1 bi I /// / / - . C • I I O i /� �a �Z i 'o I �'3 • I Iv 11 1 1 1•I'� / / 9 / / ca t.. L62 N 54'32'56" W 49.07' L149 N 61'05'06" E 27.53' I I v I ►I 1'11 1 • I"� /� Lg9 .' / 1 1� I ►I 1� 1 ml I / / L8B L4_ Z) CLI L63 S 69'23'30" W 41.78' L150 Ivo /i / , ' = _ I 1 / 8 , 1 16 1 / 7 O n u os our 1/1 1 r lou c`: r 1� 1 1 /i /ou tY -_� ; 1 I1 I Iv i N 29'43 44 W 107.13 1 L64 S 03'51'52" E 144.43' L151 = � _ / / •\ 6 - � _ 1 I � l 85 N 23'08'56" W 282.85', 1 i\ I I1'^°'l 1 16 �1 O L65 S 16'22'40" W 58.95' L152 B/mak 2 , ; I ati r Block 9 I v 19 ¢+ B/ock 2- , 111 / /0 1r1 B/ock 9 1 11 / /v� \ �'�//// L 6, N 00'15'39" W 39.35' Resubdivision of ' �0 1 / Irv° Irl t / \ \/` L8 \ - /v I L66 S 23'58'32" E 202.25' L153 N 80'24'20" W 104.78' Indian Lakes �\ \ / l I 1 / ' Resubdivision of - -0 1 / ro r 1 1 \ \/ / L8 Phase I 1' I - - / / 9 ` \ Indian Lakes, Phase I �\ 1 / 1 1 ) . /�9 \ \ "' al �. L67 S 08'31'21 ` W 177.00' L154 N 60'40'32" W 76.74' V©� 5978, P9 150 1 1 ` ��a' 1 r � � ' � / \ � \ CERTIFICATE OF SURVEYOR Vo% L68 S 15'03'22" W 107.46' Ll N 46'13'39" W 68.57 1 \ \ \a0 1 I S ' ' _ \ P9 150 ' �o+ 1' \ \ 5978 1 1 ! .ra S 42'22 40 E 62.37 L156 » L \ \ / 1 ( /� �� _+ ct; H5 L7Q r ve l / i t 93 \ )1(/ I I 4 �D� \ \ / L69 ' N 36'35 27 W 115.73 6 /> • I r /�' '9Z STATE OF TEXAS 1 1 \ \� I 1 8i'i \ \ / ` >ri i >_ S 43'48 39 W 66.93 L157 N 27'18 20 W 31.04 L701 I L �� COUNTY OF BRAZOS 6 / III J' \ ,v �, ' L71 S 17'11'30" E 55.90' L158 N 16'25'25" W 50.60/ / ' �►,_� / l l L701 I O r� r, ' / I /, I. Kevin R. McClure. Registered Professional Land Surveyor \ �+ ti / ^ ,�94 ac 20 / / i r �a I hereby certlfy that this plat I / / / / iy /,i �n} f ,_. L72 S 0752'37" E 101.34' L159 N 2533'51 " W 117.85' III / /^ i i9h �� 20, /� No. 5650, in the State of Texas, L73 S 19'56'48" W 79.96' L160 N 29'43'44" W 247.66' 20, v I P /i/ is true and correct and was y 1 I 1 9 ?0 y.,� nE ,; ► rx:: / 1 1 / ( � (/ prepared from on actual curve � � . L74 N 79'44'08" E 64.90' L161 ` ; P U•f. l l 1 IN Irl \ \ �\ E / / of the property and that property markers and monuments / 1 1� 1 II /1 V P :•+ r �• t:,r, N 23 08 56 W 148.43 ��� V / !/ \ r / were ill ad prefer y sir elan on the ground. �� , 20, P A / V I I v \ E. L75 N 40'01'59" E 51.03' L162 , , , U.E s/ I IN I \ \ / c•�, L 18_ �• "� \. v l,9 \ N 59'44'22` E 22.76' � � � /1 /' � \ c+ � v / V \ c-• � � � � / i z .+ 4�E L76 _ \/ L /h 9 \ \\ \ '�•,.. McClu R. L.S..No. 650 2 O� / ,/ g ' \ \� r..:� ._. rt -r N 39'21 25 E 88.10 L163 S 38'20 21 E 157.99 - \ \ \ 21 E OF L18 J �/ / \ \ \ 21 1 , c:. ,•„ ' / / Pot Fq a L77 N 23'07 04 E 92.17 L164 S 29'42'42" E 203.09' • V1 / /� `�\ \ / '� ••" D3 _ - - v / h \ �, a+�•�"•, L78 n \ 1 L74 / /p ct+\ J , 5 .�� Fo %W ' ' � ' _ l 1 1 I 40\ \ \ / �. .c.; .w N 56'46'29` E 222.21' L165 S 26'59 00" E 78.24 1 1 "1 l ` \ \ \' '� ca\ J • // '- r�' +_ n .. .1....... .................... L79 N 15'16'09" E 185.16' L166 S 33'00'54" E 40.87' _ v- Lao N o4o6'14" E 57.13' "/ 1^ 7 �\ 1 t' \-- KEVIN R.•McCLURE-- L81 N 31'53'57" E 71.86' $ I iv L 12 v\ \ I L 102 4V,0 5650 J 1 I . I Iv L 12 v\ 1 L 102 92. 18'l�rf 1. 1 ' 1 6 I J/ L83 S 09'1847" E 01.96' 1 \ 11 \1 I I 22 q, i �,9� pQ 1 V/ / _ 11 \\ 1 t 22 Q. 111 1 11 L \ � L 10.3 1.1 11 \ / L83 S 00'29 52 W 101.96 1 V. L• \ _ / O 3UR y_ L- -� 1 1 L103 / r L84 Lot 2A 11 �� tea\\�\�, 1 1 / tea, - \ \!� ---� // S 33'05'10" E 86.97 11 -13 `1�;; _so _ E. 11 a _ \ \ \ P.U• Lot 2A - .� L85 S 89'09'31" E 77.08' \ `\� �- \ / / L107 1 �L104 \ 20 � \ ° �-� L7 \ \ \ O / / /10j I•�L104 \ 20 _ L86 N 73'22'20" E 120.65,\�� \ \h v1 / I• r J 1 \� _-_ _ - - �, \\ -; ` =; r•\ \ \ \ - L87 N 55'55'56" E 75.68, \\ \� 2 -1 \\ A / / 1 tr L1o5 , /d \ 0 1 in L105 Lab N 39'56'51' E 37.98' - _ \ \ \ L 15 I INil p U_E \\ O Lot 8A \\ \ _ - ,0/ • \ 1 logo L106 23 / / \ _ / `� L89 N 69'42'52" E 56.90' Ot L ' Vo ! P 5 _ =•�Jj,Q,A.�.� o\1��\\ �/ �\J I f�� tr °{46 i j 8690 } 10• p_U,E_ o \\o Lot 8A \\ \ ---' .O/•\ h L10�6 23Of ///aro 20• P ?a w8, P•DE \ \ �-- ==--- 4f //� o _-�-: p,U.E 11 2p. P•U.f \ \ vl l \\� - ===/7/ G 16' P.U.E. r �� .. E , L 112 L _ _ y-� C2•. .S' )6. G� �1 �. _ '4"463. \\w \!� �o // \ ?1"E, f, L112 L__-- T. //, n.t.s. i/ 5' . \ \1� o j/ 16 P.U.E. C�e2 3j �� �� 83• •\ Lot lA ,__ H.O E \ \ 24 / /� j/ B/ot 1 �i� \\ 20 P.U.E \ . �\�� jai \. or \I5, = \ \ 24 ,moo L129 _ YJ Lot lA i \ 20 P.U.E \ . �i� C� y � �� _ � . _ B/ock 1 k.• i �j �: �� H' 0 E \ � \ ar i � 'h• ��/ 1/ L116 QJO ��,'10� ,�O - L129 w 1 - Lot 9 A ►.'./ �11s L11s 'Ail r � ' QJ X11, QJ 1 � 62Z �/ \.1� \ L162 Block 2101 1 ry0 H O.A. Lot 1 I I� 25 / / 1 � r ry I• // 1 1 �' ij m�j 6.502 Acres O �,�,• ��Min. FF=262.0 H. O.A. Lot 1-R I IC i $ Igo 9 h 25 Block 12 I I 0' p.U.E. _yam�,ao\ 62.28 Acrsas ?__ ' J�I\ � < 1 B%OC�' 12Q'p.U_E. I Lake Arapaho - __ - �� _ -- I► � 59.781 Acroa _ 2 _ 2 r 11 Lake Arapaho H.OAE . \<'� 1 1 \ \ 26OI \ \c <�\ \ =, ^III .��0) ' 10 P•U_E /J / r a =±� ' r1T h:t + o" l =+ : -s - ;) _ _ _ 418.74'_ �� ` eo F` -4 I \ \ r �►D y BRAZOE : C N I � 20 P.U.E. L147 - - _ _ - _ � � ,\ry of a {f c COUNTY �� au8 �S 1 \ .`O ,ol/-WOh L Lot 9 \\ r VI 122 /I z r c 1 ` >< " ^� ,�(b• / - t2 27 _I., sew s rkD#D Dttii.D I r r� / 1 L 2 f� ✓ Block 2 L133 % » I r . / �� L148 \ \ v / +' o ® W-4 i Z / /f/, ' ,/� 17..38 Acres <\ 'rye / / / l i � r " I / ,' A \ \ , , / 27 `)'' 1 A Min. FF -262. rn I / 1 N I r" � y p �- \ I �'1 _ Lt24 I , I>- I Lot 9-8 <' ` Nl 1 '/ i ;X gl ®, I _ -r h i �/ `rte �i vl L 1124 ' tJ I A �y / O //' �A i► L167 - 3 / /. Bock 2_ -r �° o`I f1 y 1 ev.° or Dom i i -o ; 1 ,s, 1,3.378 Acres L149 \ -1 f 1� Min. FF -262. 1 .FINAL PLAT $ C /0 of Dom I b 1 ,c�j t. 'tmfl L1 r 1 him 1 I ;ereipl Humber 745152 _Pt I_ ,:` , ' ,'' f �!sF I r I I FINAL PLAT OF /ND/AN LAKES SUED/V/S/ON, PHASE I ' f o III I -__1 ,!tt Wlrp� fir'��'o .�� I .N 1 Ji 10' P.U.E. I I e�+°° of QO'^ 11 ? fi �f �°� �SR L153 t L18o -_-moi 1 LOTS 9-A AND 9-8, BLOCK 2 AND H.O.A. LOT 1-R, ♦ _321.39'. _L '--------- I 20 P.U.E. 1"` 0, L17 j1 '; , ,z____--_ 1 - P.u.E.- _-_• -- L15 - , 9 1 �,$�� BLOCK 12 BE/NG A REPEAT OF THE ----- 1 ♦♦ L1 , _S 894422' W -790.84'' -------------rr�126 8-R1 111 ii ♦ I ____________________ 6 II I __321.39 -'-:L - -L143_-_? � 11 � 701.08' 20 P.u.E. - RESUBDIVISION OF /ND/AN LAKES, PHASE I S 894422 W - 1015.43 � 20 P.U.E. L127 I 1 11 • ♦ - - - - -S 894422" W - 790.84'' - - - r (,1Z 8-R1 1 1 Block 13 L128 20 P.U.E. L127 S 894422 W - 1015.45 1 111. LOT 9, BLOCK 2 AND H.O.A. LOT 1, BLOCK 12 Fronk B. M Lakes ' Vol: le$ 320 Ac. i �RePlat Phase I V1 119 , Fronk B. Mcgregor I I) t Black din Lak dd Apprro x� a Location , (unpkrtted) Vol. 6g 11' P9 vol.t, 20g. Ac.387 1 I Repl a Phase V I 119 70 661 A CRSS of PIa�Zoni a"A" ♦ Approximate 100 year Flood- n� �,(unplvtted) vol. 6911. P9• � PIOin Zone "A" � J.M. BARRERA SURVEY, A-69 BRAZOS COUNTY, TEXAS 0RjG �NAL DL A T TAPR/L, 2008 RZ-FLA I- 200' LOT 9, BLOCK 2 AND H.O.A. LOT 1, BLOCK 12 RE -SUBDIVISION OF /ND/AN LAKES, PHASE I Owner: Smiling Mallard Development. LTD McClure d: Browne Engineering/Surveying, Inc. AS RECORDED /N VOLUME 5,978, PAGE 150 3608 East 29th Street 1008 Woodcreek Dr., suite 103 Bryan, Texas 77802 College Station, Texas 77845 (979) 846-4384 (979) 693-305 1 QC+2(109Fi-I�P. dives L4 N 18'00 58 W 206.54' L93 S 7708'35" W 100.24' L5 N 28'02' 13" W 109.72' L94 S 6752'37" W 88.51' L6 N 3636'24" W 52.00' L95 S 50'39'16" W 99.25' L7 S 78'08'20" W 51 43' L96 S 28'4 ' ' 3 00 r_ 176.66 I I I L8 N 40'40'13" E 67.74' L97 S 56'49'53" W 32.44' \ \ 1B I I L9 N 13'50'11" E 90.56' L98 N 39'28'54" W 124 54' \\ I I CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS i, Paul J. Clarke, owner and developer of the land shown on this plat, and des Haled herein as LQJ 9A AND 98. BLOCK iani►ncnu OF INDIAN u[Fc ci farms ON Prate r and I, Paul J. Clarke, Manager Smiling Mallard Management, LLC, the general partner of Smiling Mallard Development, LTD., on behalf of and as attorney in fact for Indian Lakes Homeowners Association and des' noted herein as H.OA LOT 1 _R• � ,1,2 RESUBDIVISION OF I nwi LIES SUBDMS_�N. PHASE I in Brazos County Texas and whose THE STATE OF TEXAS COUNTY OF BRAZOS �.uThiis instrument woo acknowledged before me on the z 5 day of 2008, by Paul J. Clarks, Manager, Smiling Mallard Management, LLC, the General Partner of Smiling Mallard Development, Ltd., on behalf of the partnership and on behalf of, and as attorney in fact for, Indian Lakes Homeowners 0/ • names aro subscribed hereto, hero dedicate to the use of the y \ by publicforever, all streets, NOT PUBLIC STA OF \ I General Note:: 1. The bearing system and actual measured distance to the monuments aro consistent with the recorded plot in Volume 5978, Pager 150, Official Records of Brazos County, Texas.:' 2. A portion of Lot 9-B. Block 2 lies within the 100 year floodplain according to the F.E.MA flood Insurance Rate Map for Brazos County, Texes and Incorporated areas. Con4munity No. 480083, Panel No. 0215C, Map No. 4804100215C. Effective date: July 2, 1992. 3. Front, aide, and rear setbacks are establisind by the covenants, conditions, and restrictions of Scale: the subdivision and aro equal to or in euraa of the minimum County . and City requirements 1 "=200for tingle family rural lots. 4. All Common Areas aro owned and maintoIned by the Homeowners' Association. 5. LAKE ARAPAHO HAS THE FOLLOWING DESIGN ELEMI NTS: NORMAL POOL ELEVATION - 257.5' (N.G.V.D.) L10 \ i/ �� alleys, parks, easements, and public places thereon shown for the purpose and \ WATER SURFACE ELEVATION OF THE 100 -YEAR EVENT AS ROUTED THROl1GFt THE OUTI ET WORKS S 23'32 42 E 23.60 L99 N 73' 13' 15" W 72.64' \ \ 1 1 H. O.A Lot 1A �/ i� co n therein expressed. \ \ 16 I I / AND EMERGENCY SPILLWAY OF LAKE ARAPAHO 260.0' (N.G.V.D.). L11 S 01.49' 13" W 84.76' L100 \ , L // \ 1 1 H.O.A Lot fA �� MINIMUM HABITABLE FINISH FLOOR FOR ALL LOTS ADJOINING LAKE ARAPAHO IS 262.0' L12 S 31'45 28 W 59.37 \ \ k2� // \ / ' �� (N.G.V.D.). S 59'44 20 E 55.53 L101 S 14'38'22" W 119.76' \ \ L �� / y i • L / ( ) L13 w v �/ _ pmen 81Er1>11E�.8>d1ldlres \ I. / 9. / .�' Foul arks ng a a o i \ \ A2� // 6. Notes from the Brazos County Health ty Department: By. Smiling Mali Management. LLC.�ILh \ v /, ��a.) All lots served by an OSSF must comply with county and stats regulations. No S 43'4t 30 E 134.27 L7 02 S 04' 1225" E 102.97 1C • r' 20% / /�/G� \ g Qts: General P or 1G, 20� \ \ / /,/C` - e o'o� �� OSSF may los installed on any lot without the issuance of on authorization to L14 S 56'22'04" E 163.44' L103 S 32'26 27 E 51.68 ey Poul Clarke 23, 2010 ' ( � � ! 4 construct issued by the brozoe county health department under the provieiona of A� / I I F 1 Indian Lakes meowners Associatlon Its: Manager the age facility regulations adopted by the commissioners court of Brazos L15 N 85'48*32* E 108.02' L104 S 88'43'05" W 101.31' \ I I \ ro X\ I I pt!F v / 1 °, ':?'e`�A�pursuant to provisions of section 21.084 of the Texas Water Code. No I I \ ro o \ County. O, private water L16 N 1 V52 21 E 144.22 L106 S 5758'26" E 87.75' `�� ..I I \ \ ��� �I I \ \ \\ 6 9 �o�b OSSF drain field is to encroach on the 100 -foot sanity zone of L17 N 14'52'21" W 250.16' L106 N 50'58'56" W 54.65' \ I I \� » � � I 6 wells or 150 feet ofblic water wells. •Q "f" L18 N 78'41'00" E 117.87' L107 N 76'26'54" W 60.30' b.) All lots will be \��\ I 1 \ \� v I s �\ `\ \ \ rr �'' j �� ' required to have a sits/son evaluation on file with the brozos county _ \ \� • ' \� 5 health department before on -sib sewage facility may be constricted. N 18'48'03" E 113.89' L108 "154.53' s2 \ _ _ _ _ age peal areas shop not encroach the 100 foot or the 150 19 S 03' 16 38 E L20 N 14' 15'43" W 192.97' L109 » � - - - - - -" `� :\ I I \ � �2 \ \ _ _ - _ _ _ c.) On -Sits sew facilities die N 50'00 35 W 91.58 \ \ � � I \ \ _ _ _ J \ _ _ _ - - foot sanitary zone of a private or pulft wap mwwuvely. \ 11 - 1 CERTIFICATE OF THE COUNTY CLERK `�� Special Utility District win provide water service for the subdivision. LZ1 N 18'34'25" E 118.38' L110 S 23'00'39" W 67.22' 2 1P/,/ \ �o'�•u•E i 1e � rs I % - \\ 13 \ - 10�P.U.E 1 1 1B '1 >'9 r S. 1/2" Iron Rods aro set at all corners unless otherwise indicated. L22 N 58'23'47" W 118.71 L111 S 18'44'20" W 78.25' v/ / \ \ ,' i 17 18 ' I County Clerk, in and for said County,do hereby c 2 �/ / L23 N 76'20'17" W 60.31' L112 ' Y \ Ie r w " � S 11'14'35" E 33.63' _ _ 20' P. • � � 14 rs � 16 ' 1 l 1 �' �� boffPee theg�� �►� oertiflcotea o o ntication was filed for record / / � r•r i re I / v \ � f7 � O - 1 2 Iron Rod Found E. \ �S mY day of in the Official 20, f5 1 _ _ • - Easement Point of Intersection L24 N 76'26 30 E 75.58 L113 S 50'15'35" E 112.61' = (1. \ �" \ L47 L50 �� Records of Brazos County, exoe in Volume Page P,V 0 CS 1 - 8. There is a minimum 50 wide Drainage Buffer (25' on each side of the centerline of ail L49 drains w See the covenants. conditions and restrictions of the subdivision fob• additional L25 N 50'02'47" E 112.28' L114 S 55' 16'05" E 68.36' ` 1 ; _ _ \ \ \ \ L 48 . L49 , , ^ , _ f \ \ \ L47 L5 48 L26- - 2 \, \ Witness my hand and official Seal, at office in Bryan, Texas. `�` \ \\ !\ \ L� _ - •�) N 03'47'27" W 127.40' L115 N 8,T42'1 0" W 73.87' = ; � \ !- ' ' � ' �5 � � � Y ' information. L27 N 13'38'26" W 259.12' L116 S 82'21 49 W 113.10 �\\ i •, - � , �8 w shown hereon. H.O.A. Easement activities and/or Infrastructure Is referenced in the covenants N 33'20'35 W 82.17 L117 S 30'38'58" W 74.52'` \ hk co^s° e,t°r / �L 9. H.O.A.Easements elan all streets run . L of+v^ - \ � w` \ k �� g parallel to and adjacent to the public utility easements conditions. and restrictions of the subdivision. / Coun kern \ Vy �^ a°r 10. Abbreviation: L29 N 37'55'32" W 246.92' L118 B.S.L. - Building Setback Lkis S 06'58'20" E 128.37 •3 \ \ 20' P.U.E. / 12 k 9 Brazos County, Texas \ \ / \ \ Bloc of .i \\ \ 20 P.U.E. Block 9 of F.B.C.G.G.S. - Ferguson Burleson County Gas Gathering System L30 N 83'08'53" W 109.13' Lt 19 S 33'11'57" E 169.33' \ l Ivis►on e r \ rq / Resume es. Phos r \ \ / f2 u�/. sion ase 1 H.OA - Homeowners Association L31 N 75'32'12" W 145.73' L120 S 39'09'19" W 67.14' ji'es bdi" Ph 15� H.OACA - Homeowners Association Common Area L32 N 50'42'44" W 65.49' L121 S 1 Z'25'50" E 55.59' L� _- �`� _ \�� L,37 • I � � , Indian 59°�8, P9• 1 � L33 _ 434 Indian Pg. H.oAE. - Homeowners Association Easement L33 N 73'26'32" E 66.82' L122 S 63'43'18" E 45.28' < �S L.3_d I / Vol. _ _ - 4SS L37 1 r ` 5978, P.U.E. - Public Utility Easement - J / �\ APPROVAL OF PLANNING AND ZONING COMMISSION < - - L3_6_`�� W.E. - Water Line Easement L34 S 85'51 '56" E 141.61 ' L123 S 12'22' 12" W 98.36' !`�� - - - - - / / - - L35 S 69'29'53" E 124.97' L124 S 86'12'21" E 177.63' ,`3; - •( `1� I, Sohn N ICIChairman of the Planning and Zoning - 1 L36 S 89'59'03" E 142.38' L125 S 11.49'58" W 294.38' Lap \ \ \ I I Commission of the City of Copele Station- hereby certify that le attached l•7� - • _'_-- 1 plot was duly appreowd by tM Commiosicn on the �_ day of L37 N 08'26'28" W 79.99' L126 S 65'35'22" W 112.33•; _ ; \ \ \ \ /� 9Ux►C. 2 _ \\ \ \ \ /� - UNE TABLE L39 N 31'46'44" W 305.33' L127 N 00'15,38* W 20.00; \\ �� \ l� - ' i _'�ci1 \ 1� UNE BEARING DISTANCE L40 N 2627'05" E 100.49' L128 N 42'52 55 W 44.92 \ L167 N 16' " L41 N 01.09'24" E 227.19' L129 S 31.03'06" E 63.35' N��\ \ \ \` _ - _ _ - C , = <�J,`\\ 25'25. W 21.31' "202.89' \�\`- L168 N 25'33'51" W 117.85' L42 N 58'00'06" E 148.35' L130 S 44'58'02 W \\ �\ \ L168 N 29'43'44" W 117.85' L43 S 63' 10'26" E 285.38' L131 S 03'24' 19" W 132.31' \ \ ` \ • " 4 d' 66 \ L60 \ \\ ` CERTIFICATE OF CITY ENGINEER r\ \\ \ L59 \ �\ Bock 9 L170 N 23'08'56" W 11_48.43' L44 S 23'38'39" E 280.97' L132 S 08'35 33 W 178.81 L59 Resubdivision of /radion Lo L45 S 25.17'12" E 46.99' L133 S 88'44'22" W 25.00' -� \ 4 `J�\ L63 \ ` les Phase / L171 N 59'44'22" E 22.76' 1 ( \.\ 1. City Engineer of the City of College \ L60 \ 1 1 '�'\ VoL 5978, Pg. 150' L172 S 38"20'21" E 157.99' L46 S 56'00'49" E 87.55' L134 S 00' 15'38" E 434.50' t Station, axes, y certify that this subdivision plat conforms to L173 L47 N 88'48'12" E 80.67' L135 S 32.04'46" W 154.06' \ vl 1 L62 14 >) the requirements of the Subdivision Regulations of the City of 111 1 I S 29.42'42' E 203.09' L48 N 71'04'44" E 52.72' L136 S 12'19'37" E 113.84' _ o `! I L61 College Station. rI 1 L62• 14 4p L174 L49 N 89'55'50" E 66.75' L137 S 05'32'57" W 115.04' = 20' PU, till\ I 1 //�� �G �� o `Oj 1 L81 // o S 26'59'00" E 52.41' L50 N 74 00'42" E 128.51' L138 S 31'51'15" W 187.80' ` 1 1 C h �t �//tee P,V �I 1 -o w / 20' �I 1 I ii �' L175 N 34'36'58" W 101.22' » / < r - , `_ _ f. i , \ O� Lt 76 N 01'24 58 E 64.49 L51 S 69'1629 E 44.84 L139 S 31'11'19" E 110.41• , / /O,y91tty of Cnew oll"* Station 11\ to ' - / 6�/J ria L177 N 13'39'36" W 66.79' - �- , 1 1 v /' �/ /�� �\ � N 2,C48'34* W 44.37' L52 S 58' 11'09" W 70.44' L140 S 51'20'34" E 135.37 -� ` ` " - >7 Oy (( g0, 9 S / J 10' Cel / �'` \ \ � (I / 10' L179 N 00'15'38" W 15.00' L53 S 72'55'50" W 108.64' L141 +/ H.p \ S 78'03'14" E 115.72' 1 L180 N 89'44 22 E 33.45 L54 S 49'25'17" W 56.11' L142 S 00' 15'39" E 167.32' 1 \\ \m ` �� 11 17A rl �4E / / \� ` ` 1� 1 \ \ 11\ ` 1 / y 0"4£. '� ' L56 S 1742'23" W 239.95' L143 \ \ 111 / / / S 89'44'22" W 310.09' I Il///t \\�r_ % 11; 17A / / //// \�\ \ L181 N 6535'22" E 61.25' L57 S 23'03'36" E 213.46' L144 1 I r 1 / 178 //�/ CERTIFICATE OF COUNTY JUDGE 1 r/ S 36'15'52" E 60.53' S \ \ I I 1 / I County5 t t \\ \ II 11 1 L58 S 35'37'30" E 58.55' L145 S 51'57'59" W 394.15' L�y� 15 \, Judge of Brazos County, 5 15 1rI 1 1 .� ` c, L59 S 39'20'52" E 60.44' L146 S 00'00'00" E 122.77' �4 i' 1 1 r A 18 / r• `\ Texas. do certify that this plat was duly approved by LZ%i 1 1 '1 \,,1 1� / 18 /�� 4 3.e"a ¢' L60 S 44 06'55" E 48.60' L147 ' 1 1 I IN / �/ ` the Brazos County, Commissioners' Court on the day of r S 85'34 32 E 468.81 . _ I I / 1► O �i /�i Z4 1 1 1 ` c L61 N 71'17'59" W 48.80' L148 S 28'54'54" E 198.69' \ 1 1^ II 1 1 1 bi I /// / / - . C • I I O i /� �a �Z i 'o I �'3 • I Iv 11 1 1 1•I'� / / 9 / / ca t.. L62 N 54'32'56" W 49.07' L149 N 61'05'06" E 27.53' I I v I ►I 1'11 1 • I"� /� Lg9 .' / 1 1� I ►I 1� 1 ml I / / L8B L4_ Z) CLI L63 S 69'23'30" W 41.78' L150 Ivo /i / , ' = _ I 1 / 8 , 1 16 1 / 7 O n u os our 1/1 1 r lou c`: r 1� 1 1 /i /ou tY -_� ; 1 I1 I Iv i N 29'43 44 W 107.13 1 L64 S 03'51'52" E 144.43' L151 = � _ / / •\ 6 - � _ 1 I � l 85 N 23'08'56" W 282.85', 1 i\ I I1'^°'l 1 16 �1 O L65 S 16'22'40" W 58.95' L152 B/mak 2 , ; I ati r Block 9 I v 19 ¢+ B/ock 2- , 111 / /0 1r1 B/ock 9 1 11 / /v� \ �'�//// L 6, N 00'15'39" W 39.35' Resubdivision of ' �0 1 / Irv° Irl t / \ \/` L8 \ - /v I L66 S 23'58'32" E 202.25' L153 N 80'24'20" W 104.78' Indian Lakes �\ \ / l I 1 / ' Resubdivision of - -0 1 / ro r 1 1 \ \/ / L8 Phase I 1' I - - / / 9 ` \ Indian Lakes, Phase I �\ 1 / 1 1 ) . /�9 \ \ "' al �. L67 S 08'31'21 ` W 177.00' L154 N 60'40'32" W 76.74' V©� 5978, P9 150 1 1 ` ��a' 1 r � � ' � / \ � \ CERTIFICATE OF SURVEYOR Vo% L68 S 15'03'22" W 107.46' Ll N 46'13'39" W 68.57 1 \ \ \a0 1 I S ' ' _ \ P9 150 ' �o+ 1' \ \ 5978 1 1 ! .ra S 42'22 40 E 62.37 L156 » L \ \ / 1 ( /� �� _+ ct; H5 L7Q r ve l / i t 93 \ )1(/ I I 4 �D� \ \ / L69 ' N 36'35 27 W 115.73 6 /> • I r /�' '9Z STATE OF TEXAS 1 1 \ \� I 1 8i'i \ \ / ` >ri i >_ S 43'48 39 W 66.93 L157 N 27'18 20 W 31.04 L701 I L �� COUNTY OF BRAZOS 6 / III J' \ ,v �, ' L71 S 17'11'30" E 55.90' L158 N 16'25'25" W 50.60/ / ' �►,_� / l l L701 I O r� r, ' / I /, I. Kevin R. McClure. Registered Professional Land Surveyor \ �+ ti / ^ ,�94 ac 20 / / i r �a I hereby certlfy that this plat I / / / / iy /,i �n} f ,_. L72 S 0752'37" E 101.34' L159 N 2533'51 " W 117.85' III / /^ i i9h �� 20, /� No. 5650, in the State of Texas, L73 S 19'56'48" W 79.96' L160 N 29'43'44" W 247.66' 20, v I P /i/ is true and correct and was y 1 I 1 9 ?0 y.,� nE ,; ► rx:: / 1 1 / ( � (/ prepared from on actual curve � � . L74 N 79'44'08" E 64.90' L161 ` ; P U•f. l l 1 IN Irl \ \ �\ E / / of the property and that property markers and monuments / 1 1� 1 II /1 V P :•+ r �• t:,r, N 23 08 56 W 148.43 ��� V / !/ \ r / were ill ad prefer y sir elan on the ground. �� , 20, P A / V I I v \ E. L75 N 40'01'59" E 51.03' L162 , , , U.E s/ I IN I \ \ / c•�, L 18_ �• "� \. v l,9 \ N 59'44'22` E 22.76' � � � /1 /' � \ c+ � v / V \ c-• � � � � / i z .+ 4�E L76 _ \/ L /h 9 \ \\ \ '�•,.. McClu R. L.S..No. 650 2 O� / ,/ g ' \ \� r..:� ._. rt -r N 39'21 25 E 88.10 L163 S 38'20 21 E 157.99 - \ \ \ 21 E OF L18 J �/ / \ \ \ 21 1 , c:. ,•„ ' / / Pot Fq a L77 N 23'07 04 E 92.17 L164 S 29'42'42" E 203.09' • V1 / /� `�\ \ / '� ••" D3 _ - - v / h \ �, a+�•�"•, L78 n \ 1 L74 / /p ct+\ J , 5 .�� Fo %W ' ' � ' _ l 1 1 I 40\ \ \ / �. .c.; .w N 56'46'29` E 222.21' L165 S 26'59 00" E 78.24 1 1 "1 l ` \ \ \' '� ca\ J • // '- r�' +_ n .. .1....... .................... L79 N 15'16'09" E 185.16' L166 S 33'00'54" E 40.87' _ v- Lao N o4o6'14" E 57.13' "/ 1^ 7 �\ 1 t' \-- KEVIN R.•McCLURE-- L81 N 31'53'57" E 71.86' $ I iv L 12 v\ \ I L 102 4V,0 5650 J 1 I . I Iv L 12 v\ 1 L 102 92. 18'l�rf 1. 1 ' 1 6 I J/ L83 S 09'1847" E 01.96' 1 \ 11 \1 I I 22 q, i �,9� pQ 1 V/ / _ 11 \\ 1 t 22 Q. 111 1 11 L \ � L 10.3 1.1 11 \ / L83 S 00'29 52 W 101.96 1 V. L• \ _ / O 3UR y_ L- -� 1 1 L103 / r L84 Lot 2A 11 �� tea\\�\�, 1 1 / tea, - \ \!� ---� // S 33'05'10" E 86.97 11 -13 `1�;; _so _ E. 11 a _ \ \ \ P.U• Lot 2A - .� L85 S 89'09'31" E 77.08' \ `\� �- \ / / L107 1 �L104 \ 20 � \ ° �-� L7 \ \ \ O / / /10j I•�L104 \ 20 _ L86 N 73'22'20" E 120.65,\�� \ \h v1 / I• r J 1 \� _-_ _ - - �, \\ -; ` =; r•\ \ \ \ - L87 N 55'55'56" E 75.68, \\ \� 2 -1 \\ A / / 1 tr L1o5 , /d \ 0 1 in L105 Lab N 39'56'51' E 37.98' - _ \ \ \ L 15 I INil p U_E \\ O Lot 8A \\ \ _ - ,0/ • \ 1 logo L106 23 / / \ _ / `� L89 N 69'42'52" E 56.90' Ot L ' Vo ! P 5 _ =•�Jj,Q,A.�.� o\1��\\ �/ �\J I f�� tr °{46 i j 8690 } 10• p_U,E_ o \\o Lot 8A \\ \ ---' .O/•\ h L10�6 23Of ///aro 20• P ?a w8, P•DE \ \ �-- ==--- 4f //� o _-�-: p,U.E 11 2p. P•U.f \ \ vl l \\� - ===/7/ G 16' P.U.E. r �� .. E , L 112 L _ _ y-� C2•. .S' )6. G� �1 �. _ '4"463. \\w \!� �o // \ ?1"E, f, L112 L__-- T. //, n.t.s. i/ 5' . \ \1� o j/ 16 P.U.E. C�e2 3j �� �� 83• •\ Lot lA ,__ H.O E \ \ 24 / /� j/ B/ot 1 �i� \\ 20 P.U.E \ . �\�� jai \. or \I5, = \ \ 24 ,moo L129 _ YJ Lot lA i \ 20 P.U.E \ . �i� C� y � �� _ � . _ B/ock 1 k.• i �j �: �� H' 0 E \ � \ ar i � 'h• ��/ 1/ L116 QJO ��,'10� ,�O - L129 w 1 - Lot 9 A ►.'./ �11s L11s 'Ail r � ' QJ X11, QJ 1 � 62Z �/ \.1� \ L162 Block 2101 1 ry0 H O.A. Lot 1 I I� 25 / / 1 � r ry I• // 1 1 �' ij m�j 6.502 Acres O �,�,• ��Min. FF=262.0 H. O.A. Lot 1-R I IC i $ Igo 9 h 25 Block 12 I I 0' p.U.E. _yam�,ao\ 62.28 Acrsas ?__ ' J�I\ � < 1 B%OC�' 12Q'p.U_E. I Lake Arapaho - __ - �� _ -- I► � 59.781 Acroa _ 2 _ 2 r 11 Lake Arapaho H.OAE . \<'� 1 1 \ \ 26OI \ \c <�\ \ =, ^III .��0) ' 10 P•U_E /J / r a =±� ' r1T h:t + o" l =+ : -s - ;) _ _ _ 418.74'_ �� ` eo F` -4 I \ \ r �►D y BRAZOE : C N I � 20 P.U.E. L147 - - _ _ - _ � � ,\ry of a {f c COUNTY �� au8 �S 1 \ .`O ,ol/-WOh L Lot 9 \\ r VI 122 /I z r c 1 ` >< " ^� ,�(b• / - t2 27 _I., sew s rkD#D Dttii.D I r r� / 1 L 2 f� ✓ Block 2 L133 % » I r . / �� L148 \ \ v / +' o ® W-4 i Z / /f/, ' ,/� 17..38 Acres <\ 'rye / / / l i � r " I / ,' A \ \ , , / 27 `)'' 1 A Min. FF -262. rn I / 1 N I r" � y p �- \ I �'1 _ Lt24 I , I>- I Lot 9-8 <' ` Nl 1 '/ i ;X gl ®, I _ -r h i �/ `rte �i vl L 1124 ' tJ I A �y / O //' �A i► L167 - 3 / /. Bock 2_ -r �° o`I f1 y 1 ev.° or Dom i i -o ; 1 ,s, 1,3.378 Acres L149 \ -1 f 1� Min. FF -262. 1 .FINAL PLAT $ C /0 of Dom I b 1 ,c�j t. 'tmfl L1 r 1 him 1 I ;ereipl Humber 745152 _Pt I_ ,:` , ' ,'' f �!sF I r I I FINAL PLAT OF /ND/AN LAKES SUED/V/S/ON, PHASE I ' f o III I -__1 ,!tt Wlrp� fir'��'o .�� I .N 1 Ji 10' P.U.E. I I e�+°° of QO'^ 11 ? fi �f �°� �SR L153 t L18o -_-moi 1 LOTS 9-A AND 9-8, BLOCK 2 AND H.O.A. LOT 1-R, ♦ _321.39'. _L '--------- I 20 P.U.E. 1"` 0, L17 j1 '; , ,z____--_ 1 - P.u.E.- _-_• -- L15 - , 9 1 �,$�� BLOCK 12 BE/NG A REPEAT OF THE ----- 1 ♦♦ L1 , _S 894422' W -790.84'' -------------rr�126 8-R1 111 ii ♦ I ____________________ 6 II I __321.39 -'-:L - -L143_-_? � 11 � 701.08' 20 P.u.E. - RESUBDIVISION OF /ND/AN LAKES, PHASE I S 894422 W - 1015.43 � 20 P.U.E. L127 I 1 11 • ♦ - - - - -S 894422" W - 790.84'' - - - r (,1Z 8-R1 1 1 Block 13 L128 20 P.U.E. L127 S 894422 W - 1015.45 1 111. LOT 9, BLOCK 2 AND H.O.A. LOT 1, BLOCK 12 Fronk B. M Lakes ' Vol: le$ 320 Ac. i �RePlat Phase I V1 119 , Fronk B. Mcgregor I I) t Black din Lak dd Apprro x� a Location , (unpkrtted) Vol. 6g 11' P9 vol.t, 20g. Ac.387 1 I Repl a Phase V I 119 70 661 A CRSS of PIa�Zoni a"A" ♦ Approximate 100 year Flood- n� �,(unplvtted) vol. 6911. P9• � PIOin Zone "A" � J.M. BARRERA SURVEY, A-69 BRAZOS COUNTY, TEXAS 0RjG �NAL DL A T TAPR/L, 2008 RZ-FLA I- 200' LOT 9, BLOCK 2 AND H.O.A. LOT 1, BLOCK 12 RE -SUBDIVISION OF /ND/AN LAKES, PHASE I Owner: Smiling Mallard Development. LTD McClure d: Browne Engineering/Surveying, Inc. AS RECORDED /N VOLUME 5,978, PAGE 150 3608 East 29th Street 1008 Woodcreek Dr., suite 103 Bryan, Texas 77802 College Station, Texas 77845 (979) 846-4384 (979) 693-305 1 QC+2(109Fi-I�P. dives