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SUBD/ U/SON, PH.4 SE X/ Vicinity Map CERTIFICATE OF OWNERSHIP AND DEDICATION STATE Of TEXAS COUNTY OF BRAZOS I, Poul Carke, M...ger Smiling MOikrd Management, U.C. the general partner of Smi6rg Mailord D-lopmenl LTD., owner old develaper of the land Townn this plot, and desiaroted herein os (NOUN LAKES SUBDMSIDN. pNdSE>[{ of Brazos County Taxon. and whose name is subscribed hereto. hereby dedicate to the use of the Public forever. on streets. alleys, pocks, -.-is. Ond public places Thereon shown fa the Purpose and con.ideration therein expreaeed. Smiling Millard Devekpment, LTD. By Smiling Mallard Development Management, LLC. Its: General Partner By: Poul Clarke Ila: Mon.", STATE OF TEXAS COUNTY OF BRAZOS Before me, the urdenligned authority, on this dg, personally appeared known to rra to be the person who.. n suDacriDeO- to gobg Wmenl, and knowl.dg.1 to me thiol hen executed the some fa the purpose ono consideration therein slated. Given under my hold and aeai an this _ day of 2008. APPROVAL OF PLANNING AND ZONING COMMISSION FIELD NOTES Being all that ertoin tract or parcel of land lying and being situated in the J. M. BARRERA SURVEY, Abstract No. 69, Brazce County, Texas and being part of the 360.00 acre Tract Ora and Port of the 1037.24 acre Tract Two deecnbed in the deed from Thousand Oaks D -I pment Company Joint Venture to Smiling Mallard Developnant Ltd. recorded in Volume 4247, Page 51, of the Official Records of Brazos County, Texas (O.R.B.C.), and being more particularly described as follows: BEGINNING: at o found 1/2-ich iron rod marking the southwest toms of INDIAN LAKES SUBDIVISION, PHASE Vill reaorded in Volume 7593, Page 299 (O.R.B.C.), said iron rod also being in the eget line of BLOCK 14, INDIAN LAKES SUBDIVISION, PHASE NI ore recorded in Volume 6949, Page 242 (O.R.B.C.); THENCE: along, the south fine of sold INDIAN LAKES SUBDMSION, PHASE NII for the following f (5) cane: 1) S 5T 16' 15' E for o di once of 370.79 feet to a found 1/2 -inch iron rod for comer, 2) S 51' 29' 49' E for a aiatonce of 468.06 feet to a found 1/2 -inch iron rod for co 3) N 7S 15' 32' E for a diatonce of 235.23 feet to o found 1/2 -inch iron rod for corner, 4) S 57' 16' 31' E for a distance of 686.13 feet to a found 1/2 -inch Iron rod for comer r and 5) S 54'53' 27' E for o distance of 509.94 feet to a found i/2 -inch iron rad markingthe south comer of Lot 16, Black 15 of said IN LACES SUBDIVISION. PHASE VIII; THENCE: S 16' 31' 53' W for a distance of 348.80 feet to a 1/2 -inch iron rod set for come THENCE: S 67' 33' 00' W for a distance of 482.49 feet to 0 1/2 -inch iron rod set for tonnev. THENCE: S 88' 11' 50' W for a distance of 250.54 fast !0 0 1/2 -inch iron rod set for caner; THENCE: S 30' 58' 47' W for a distance of 281.31 feet to a 1/2 -inch iron rod set for come THENCE: S 31' 2958' E fa a distance of 90.89 feet to a 1/2 -inch iron rod set for can THENCE S 58' 3002" W for o distance of 539.14 feet to 0 1/2 -Inch Iron rod set for comer, THENCE: N 02 10' 51' W for a distance of 67.79 feel to a 1/2 -Inch iron rod set for come THENCE: N 2S 40' 35' W lar a distance of 201.32 feet to 0 1/2 -inch iron rod set for comer, THENCE: N OT 45' 44' E la a distance of 177.44 feet to o 1/2 -inch iron rod set fa comer. THENCE N 39' 03' 48' W for a distance of 249.87 feet to 0 1/2 -Inch iron rod set for - THENCE, N 10 54' 38' W for a distance of 167.69 feel to a 1/2 -Inch Iron rod set for comer; THENCE S 87' 46' 30' W fa a distance of 1402.85 feel to a 1/2 -inch iron rod set fa comer in the east lira of Lot 2-R2, Back 13 of the knerdinq PIAN of INDIAN LAKES SUBDIVISION. PHASE N e as recorded in Volum 8318. Page 207 (O.R.B.C.): THENCE N 14' 18' 36' W sang the east fine of said Bleck 13 for a distance of 247.18 feet to o found 1/2 -inch iron rod marking the northeast earner of Lot 1 -Rt, Back 13 of the R.plat of INDIAN LAKES SUBDMSON, PHASE N o corded in Volume 6911, Page 119 (O.R.B.C.), said i rod also marking the southeast cam r of a 0.08fe acre Homeasrnm Association Gammon Area and Public Utility Easement tract as .Town on the Repot o1 Lot 28-R, Block 9 INDIAN LAKES SUBDMSION. Phase N as recorded in Volume 7442, Page 86 (O.R.B.C.); THENCE: N iZ 12' 41' E along Block 9 for o distance of 255.31 feet to o found 1/2 -inch iron rod for THENCE: N OB' 40' 38' E continuing along Black 9 fa a distance of 266.13 feet to o found 1/2 -inch iron rad making the east comer o1 Lot 29, Back 9 INDIAN LAKES SUBDIVISION. PHASE N acerecorded in Volume 6220. Page 120 (0 R.B.C.), said iron rod also morking the south comer of Lot 10, Black 14 of said INDIAN LAKES SUBDIVISION. PHASE Ni: THENCE clang the southeast lie of soil INDIAN LAKES SUBDMSION. PHASE Vn fa the following eight (8) calls: 1) N SS 28' S7' E for o dislonce of 496.03 feet loo 1/2 -inch Iran rod set fa c 2) 50.64 feet in ounter-dakwise direction along to of o e having o central onyk of 10 56' 58', a radius of 265.00 feat. o tangent of 25.40 feel and o long chord bearing N 1T 07' 23' W at o distance of 50.56 feet for comer, 3) N 67* 24' 09' E for a distanceof 70.00 feet to a found 3/4 -Inch iron pipe for co 4) 33.25 in in a clockwise direction slog the am o1 a curve hoeing o central angle of 76' 12'38 o radius of 25.00 feet, o tangent of 19.61 feel and a long chord beormg N 15' 30' 28' E at a diatonce of 30.86 feet to a found 3/4 -inch iron pipe fa co 5) S68' 37' 47' E for a distance of 303.51 feet to o found 1/2 -inch iron rod fa co 6) N 40' 37' 27' E for o distance of 249.79 feet to o found 1/2 -inch iron rod for comer, 7) N 34' 49' 53' E for o distance of 100.00 feet to o found 1/2 -inch iron rod for comer and 8) N 31' 58' 01' E for a distance of 209.40 feet to the POINT OF BEGINNING old containing 76.854 acres of and, more or less. 1. Chairman of the planning and Zoning Commb.ion of the Cay of Cortege Station. hereby certify that the att.ch.d pat was duty oppm,,ed by the commission on the _ day of 2008. Chairman CERTIFICATE OF THE COUNTY CLERK 1. Karen McQueen. County Clerk, In and la said County, do hereby certify that this plat together with its certificates of authentication way filed for record in my .}alta therazoday of the 2008, in e Off 'ol Records f Bs Corunty, Tex.. in Vokme_. Page Witness my hand old official Seal, of my off in Bryon, Texas Notary Public. azos County, ex.s County Clerk Brazos County, Tema CERTIFICATE OF CITY ENGINEER I, City Engineer, f the City of Cosege Station, Texas, hereby certify that this eubdiviaon plot fomes to the requirements aof of the S.Mwian Regulations of the City College Station. City Engineer Cay of College Station CERTIFICATE OF COUNTY JUDGE 1. . County Judge of Brazos County, Texas. do hereby certify that this plat was duty approved by the Bmzoa County. Commissioners Court on the day of . 2008. (=°neral Notes 1. The Basis of Bearings b Taxa. Slate Plane Coordinates (Central Zone) boxed an the horizontal position of City of College Station Monument #136 as established in 1994. Northing: 10181432.342 Eosting: 3579119.261 2. No lot lees within the 100 year fodploi according to the F.E.MA flood Insum a Rote Mop for Brazos County, 7exo3 and Incorporated aneas. Community No. 480003, Panel No. 02150, Mop No. 48041CO215C. El/ect'we date: July 2, 1992. 3. Front, Sae, and Rear tbacks are established by the .-is, condtio.., and restrictions of the subdivision old are equol to a ces. of the minimum County old City requirements for single family rural lots. in 4. Notes from the Brazos County Health Deportment: a.) All late .-4 by an On -Site Sewage Focintie. (OSSF) must comply with aunty and state regulations. No OSSF may be installed on any lot without the issuance of on 'Authorization to Construct' issued by the Brazos County Health Department ..aer the provisions of the Private Sewage Facility Regulations adopted by the Commissioners Court of Brazos County. pursuant to the provisions of Section 21.084 of the Texas Water Code. No OSSF drain field is to encroach on the 100 -foot aanilory zona of private water wens or 150 feel of Public water wells. b.) All Iota will be required to have a site/sod e,oluotion on file with the Brazos Courtly Health Department before on -eine sewage facnity may be constructed. 5. We llbm Wei Ulility District rim provide water service fa the SubdM.-. 6. t.andscepe Easements which overlap Utility Easements must be cleared of an brush and trees. implying no landscaping or permanent structures wiDJn the utility easennerts. No pemnonenl structures am allowed in P.U.E.'s. 7. H.OA. Easements along on streets run parallel to and adjacent to the Public Utility Easements shown hereon. H.OA Easement activities old/a infrastructure will be referenced in the Covenants, Conditions, and Restriction of the subdirAs 8. AI c owned and mointoir d by the Homeowner's As ociaUon (H.OA), and ore abarred from development for resale to individual awmers until -.b,dMded as required by aw. 9. Conservation a easement fer is n area further defined in the Covenants. Condition, and Restrictions of the subdivision 10. Time is a minimum 50' wide drainage buffer (25' on each side of the centerine of all drainage ways). See the Covenonts, Conditions and Restrictions of the .ubdNiaion for additional mfomotion. it. All cul -de -soca shall hove a R.O.W. radius of 50' old a pavement mos of 40'. 12. Unless otherwise indicated 1/2' Iron Rods are set at all comm. O - 1/2' Iran Rod Found 0 - 3/4' Iron Pipe Found 0 - 3/4' Iron Pipe Set 6 - PK Nail Control Monuments set in C of ospholl povemenl fa refmnce. 13. Existing Land Use: Vo M/Agricultural Proposed Land U.: Single Family Rural Residential Lots (Greater than 1.00 Ac) 35 Lob 14, Abbravbtions: B.S.L. - Budding Setback Line WO.AE. - Homeowners Association Easement H.OALs.E.- Homeowners Association Londacope Easement H.O.ACA - Homeowners Association Common Areal P.D.E. - Public Drainage Emem.nt P.U.E. - Public Utility Easement :d4:117ii.,1�7� gifasiTa: STATE OF TEXAS COUNTY OF BRAZOS 1, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in tie Shote of Texas. hereby certify that Dae plat is true old correct and r prepared from a actual survey of the property and that property markers and monuments were placed under my supervision on the ground. K.vin A. Mc urs. .L . No. 650 FINAL PLA T INDIAN LAKE'S SUBDIVISION, PHASE U 76.854 ACRES , J.Y. BARRERA SURVEY, A-69 SRAZOS COUNTY, TEXAS • 4 JUNE, 2008 17 SHUT W. Sc4GE.I' - too' E $ Smiling Mo land eve rd Dlopment, LTD McClure & Browne En9ineerinq/Surwyirg, is 3609 Eost 29th Street 1008 W..dcreek Dr., S. 103 Bryan, Testis 77802 College Station. Texas 77845 2� (9J9) 846-4364 (979) 693-3838 L_� U corm ; ^*19 Po799 1 1 1 1 I - _ - •S' S7Y6Y5' E• _ ry w \ �. / _ _ 10' P.U.E. l � I ,? i'� I i ' i \Point cl J70.7y'_ _ _ _ [orb tij _ J 'ISS i ' I [or ,J i' I S-16: 1'.100' 06, LjI LI W. P.U.E. ' �\ 1 I 1 i 7a1 en 04 2 °ondenolmn BW1er SAn• -75.650 � Neo d069y9 for 6 V N.OA Comm 61'30'48• W ". -_-_ 276.86'--____� h 1�i I II I 11 1 _ �__= __ti / \\ •Td.g4.\\ g9�Sy, \\ \ -1 r-----285.35•-___ 3 \ 16.2•- : a 26p 58 ' \ \ I i n 134-29'- _1V /W .'+o y \ N 58.56'µ'W /- \ \W I / /-_ h Lot 32 06 -_152.40'--� : •//�,F� I s. -200.64'- - _ -� "' / / f' \ •N Lot 24 i v zJ ^ N 49" 9 ' N 0' P.U.E. / Gjy m 'm Lles Acros / / 4' Anosoz/ '-� _ -y / /j I \\ }^E�oY,,ye 1 I $lo q,�$ r I7t �rnd� w 70 • A'0 B/tny -,^, Lot 22 -S AR37'47' E -.70551•- -� \ \\ \ "/ pJ o r I I I Lot 25 \ \ - I I _ .. _ /So-B.S.L. 1.291 Acrod ^b -R66.t4 \ Lot 33 \ '�� '�° 1^` ry I I 1.676 A- \ \ _ - I A -is P L -/ 20 - _ _.._ _ _ \ / .(p ' \ \ i - I_/ -)f- _ U E ./ .. _ 4J P.D.E k P. 2 h / 1.565 Acres �,• ° Lot 31 I I I / \ 9 / / 7o N uE. / _ 1I 1 'u1I 1 - � \\�\\ \\ ;VcaJ l'\ \�\ \ -\ \-\ E. /,�// /\ /\y\ , $Pe. . / /./ /./�o / . \ vo 'o°• oee / /\ w�' II -Nn�:, II \�\N a°S�z o. g\ le /'/ // !t'- '�\ G, '• 7/972011 ��y -J L �2o5.As 1Ea'_•°-- - _ - ns _L.1 � 71.6z7 AdJl Y 2 t`' \ l40 A- --7 Lot /to WA- at 27 \\ e < N 59 ° o Q. -\ \ \ •i; - / `i {, 'li N i 2.06! Acral \ / O� ,�- _ _ 179 ss• ro1.73• w _ leo. N.O_, _ _.2200°.__ C1j ?0•P J?•1 W P.0 E. ' 7 68.85'. vE• & J' // / CPn Lot 26 / -.-.. _ -//-',N4>J•MOJlC ��s,,'e ^o'SQ' �o b // - / \ >> I t6 45' P.DE & P.D.tr I- / r>??1J• I I I 10' n LSP,0 2Ak / o.' ''AO y /\ Lot 34 / " 1° . Jy, / / / 1 I I 1.v4 Ane- i j l ,o �o os ;, D.E I .� - o>• / CA 1.105 Arnsy_. m s. Lot 1B I o\.. ' \ ry �• 1.011 Acres - "' Lot 19 Lot 30 / l Lot 2B I I I I _ _ _ \ \ z j a143 was ,p> Ls76Acros l / 1.112Ao.� 1 I / o}E'- J L- ri9r,1� "�`� 2 / LOf 17 � 20. I ry 1 Lot 20 p / P. I 1.419 Acres / \ / I I `p3i L=>o: / 'f. 1 W 0�� C12 o r l( 1.o76Aored 'Isle "o\ / e •/ py /\ry6.• " /5,' i / L'•'i 1L\'O�fo .W/ / l ?66.•` iid1,/• °a I1 / / iJ C20 _�02..@____ 1 . ell to f 1 1.914 Ml- \ . �z 66 ., /o, •o, y. / / po6 _ _ _ _ \ .\ F 8. I I z6 \V �5p. W / _\ °' C4 = � f"/ \\\\ / / - ,a'. 0'i w cr.� _ _ �� 'egs'\, "\2 rh Lot 16 I 1 � Lot 29 \ \ Y 1 2ew g59 �\ - / >J• �i J^� \ / I.J59 Anes I � 1 � yt `� saz�y uaaro ae aovmeat Ltd. _ 1.614 Acros \ \�/ L� 59 6eA "/ / \\ \ \ y H.OALa. E. / .Y \ yi �h0 t1 \ / / / \\ OS J / \ o I I D•' `\\ FbmoiMer o/ 4Z 7I Ane T r 1 k / HOALX. U.E. i' y' O 5 - N ° tg0iQVE \\ � / � yam/ '\ "-\ \ I W. 4747, Pq. 51 �1t14 _ I " Lot 10 Lot 15 I a' / / tot Z / // - Sfi'1'i' i 4 SS o / E 1.217 Acros ."' '` \ \\ O . \ \'!; \ - 1 0 �. 119 Ades C2?•9h0 h�. \ 7� �'\� "\ z 1.336 Acres / 24 \ �__ -•-,./ / / /./ G �21049'� / / G." :' �<, C7t �A9 �yo2� F e+\ o \ / / /\ °• \\ o Lot 9 Lot 11 / / .r1°j:\ooz se• \ -J �. I `\� 54.4p•46' `208. l ll? / 16`� 1 J%,6 VS,T�\�\ 0 W \\\y\_ 1.J7B Ades \ \\ 1.429 Acres "/ / '" o�\\\ 1Y \J I \�1J0•B n 3 " \ W' 419. 9' 'c'i\.. 2;?v5.\\ C2 i 01" - \ / < / - f -\ ." S {p 38'. 3 N E'm \ \ 'i h t \ 1 J'? \ `r1 \ C I 3.8 m\') \ e6°• \� ,ko\ I \ tof ` I C. I i �1/%xA0 \ -\ •oo °p mr•t ,\ 41 ° t \. \t`; IFn I I i ie P.U.E.."�\' c = /���s»�r,�ywaorooe,.+ropme�t uc ' m \ I - G' I - T I_ - _\ es, 1 1\ �, z .a b / / / \ 05 s•• \ lremorreer o/ s6o.a7 Arn. r cr \ Le 29, 6hwf 9 pp I 11 �'. 1 50• I 1 \. p, <' o \ \ ,59' C; am, h / / Lot 12 T \ l4• Vol.1217, Stl6.r"s Ai LFMse N `p 1.89JtAC/es 1 1 \ l y\ 1 �goyt I 1 LOt 6 J,,\ o\" \ y \ -m \ / 17' \ / 1.476 Acros h4. / l.� \ \\ 0 3 J P9. 51 W 6170. Pg 110\,.`) S 1 1 1.614 Arns o Lot 7 . "t2>ae"--,Nf'S 64'03'09' E----. \ �.i N 59'57'40• W J n 1.667 Aaron z i 1 N�`ST• \�70 � // / Lot 13 t� r y. ?�� �/ / L676 Ades \--_-_- _365.59'___ __ .,� 4'. a �\ _ 279.38'_--'-- � I 1 �' 1\ 20' P.U.E. , Got 76-R, back 9 1 yA I I' Lot 5 1 I $1� o�-' yl ' n \ v / / Lot 14 / N Amao0ag Par .j. 1: \_ 1 1 qy. .y0 CURIAE q Lot 4 JJ9 A ed 1 a ^ h adorn Lk- Subd. Phone N N C J212 Aeras W I 1 ��•� CURVE DATA RADIUS LENGTH TANGENT CHORO. BRG. CHORD VoL 7442, A7. 66 ; •\ c i I L/ 5 Cl1P56'58' 265.00' 50.64' 25.40' N 1707'23• W 50.56' \ J UTA NE BLE C2 7612'38' 25.00' 33,25' 19.61' N 15'30'28' E 30.86' UNE BEARING DISTANCE C3 10'56'57' 335.00' 64.02' 32.11' N 1707'23' W 63.92' Lf 5 31'29'56" E 9089' C4 10736'02' 2500' 4695' 34.16' N 65'26'55' W 40.35 L2 N 0710'51• W 6779' 05 9'53'35' 435.00' 7511' 37.65' N 65'41'51• E 75.02' �' Jl• / t pJE'� \ `s I 1 �0 �•L4,a L3 N 0745'44' E 177.44' C6 36'52'12' 25.00' 1609' 8.33' N 5712'33' E 1581' ?�'• t! 4,' / {� L4 N 10'54'38• W 167.69' C7 25344'23' 50.00' 22143' 66.67 N 1921'21• W 80.00' �' \• QJ / C7 L5 N 6724'09' E 70.00' CB 36'52'12' 25.00' 1609' 8.13' N 8704'44' E 1581' '>'o �O / FINAL PLA T O�yi ■yam•\ i L6 N 34'49'53' E 100.00' C9 953'35' 365.00' 6302' 31.59' N 65'41'51' E 6294' '�' mg. / \ -\' L7 N 58'30'02' E 70.00' CIO 83'07'44' 25.00' 3627' 22.17' N 19'11'12' E 33.17' \ \ \ �•. \ X00' t8 N 8746'30' E 7051' C11 66'27'19' 265.00' 30736' 173.59' N 55'36'20' W 29042' �j \ /�/ •!r. \N 60145'04• E 30.91' C12 41'40'02' 435.00' 31634' 165.53' N 6759'58' W 30942' 'J / \ L10 N 09'28'36' E 85.26' C13 89'11'19' 25A0' 3892' 2465' N 88'14'23' E 35.10' LII N 09'28'36' E 8526' C14 7720'04' 235.00' 317.19' 188.05' N 8718'46' E 293.65' ?•G\\, INDIAN LAKES \ �,0 L12 N 60'45'04' E 59.26' C15 36'52'12' 25.00' 16.09' 833' N 7727'18' W 1581' / i �• \� / L14 N 16'25'15' E 131.37' C17 253'44'13• 50.00' I6G9'' &33' N 30'58'47' E 15.01' SUBDIVISION PHASE' XI 1 B� ne5e �.� \ L14 N 24'28'15' E 142.65' C17 36'52'12' 25.00' 1609' 833' N 40'35'07' W 1581' of 1.RR�1oJ�. P119 L15 N 65'26'55' W 123.03' C18 7720'04' 165.00' 222.71' 132.03' N 8718'46' E 206.18' 1 An L9j1' P9" Y %.� \\` L16 N 75'28'36' W 133.33' C19 75'08'42' 25.00' 32.79' 19.23' N 06'04'21' E 30.49' 76.854 ACRES L17 N 4750'30' W 133.23' C20 5720'01' 365.00' 365.24' 199.56' N 60'09'58' W 350.19' yid Mrd i . L18 N 4709'30' E 135.43' C21 88'01'01' 25.00' 38.40' 24.15' N 4709'30' E 34.74' L19 N 86'29'51' E 138.59' C22 91'58'59' 25.00' 40.14' 25.88' N 4750'30' W 35.96' ./,Itii BARRERA SURVEY, A-69 \ ` l20 N 06'04'23' E 141.45' C23 64'09'32' 335A0' 375.13' 209.98' N 56'45'13' W 355.83' 1-21 S 09'43'59' W 176.68' C24 94'34'29• 25.00' 41.27' 27.08' N 71'57'42' W 36.74• BRAZOS COUNTY, TEXAS ` L22 5 09'43'39' W 172.52' C25 51'16'28' 165.00' 147.66' 79.19' N 35'06'50' E 142.78' ✓l//�E 2006 13 L23 5 00'43'12' W 74.65' C26 3652'12' 25.00' 16.09' 8.33' N 08'57'30' W 15.81' 2 g o, Cosa ` L24 5 00'43'12' W 169.11' C27 253'44'23' 50.00' 221.43' 66.67' N 80'31'24' W 80.00' 6HEEi NJ, Slutt..' I'. 107' U,1 dnaVN 201 ` 125 5 1737'11' E 264.02' C29 36'52'12' 25.00' 16.09' 8.13' N 2754'41' E 15.81' L � 51'16'18' 235.00' 210.30' 112.78' N 35'06'50' E 203.36' Lakg516• C30 72'21'58' 25.00' 31.59' 18.30' N 24'33'05' E 29.53' S�rvevor. 10-1 . Smiling 4olIom Development, LTD U ciure h Browne En9ineeriN/SonroyiN, Inc. SU = D/V/SON, PHASE / Vicinity Map CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS i, Paul Corks, Manager Smiling Mallard Monogenent, LLC, the general partner.of Smiting Warlord Development, LTD., and developer of the land shorn on this plot. and dila' ted rem INDIAN LAKES SUBDIVISION.PH,cF n of Brazos county, gems and »Inose nam Is subscribed hereto, hereby dedicate to the se of the Public forever, ON streets. all", park:. rants. and public daces thereon shown for the purpose and canideration therein eweseed. Smiling Mallard Development. LTD. By: Smiling Molbra Developmnt Management. LLC. Its: Genera, Panner W. PON Clarke Its: Manager STATE OF TEXAS COUNTY OF BRAZOS Belore m. the undersigned authority, en this day pe -fly oppeOmd known Io to be the person whose nom b subscnbad to tle�rq instNmml. and ocknoa9edged to me that he executed the mm fa the purpose and consideration therein stated. Owen under my hand and seol on this _ day of 2008. Notary Glc,otos nty, e.os APPROVAL OF PLANNING AND ZONING COMMISSION FIELD NOTES Being ail Uel certain trod or portal of land hying and being situated I. the J. M. BARRERA SURVEY, AbaUad No. 69, Brazos County, To.,, and being port of the 360.00 o m Tract One and Part of the 1037.24 acre Tract Tao detribed m the deed from Thousand Oaks Development Company Joint Venture to Smiling M.Mord Development Ltd. recorded n Volume 4247, Page 51, of the Official Records of Blaze County, Texas (O.R.B.C.), and being more Particularly described oil fob.-: BEGWNING: at a found 1/2 -inch iron rod marking the as thaect c of INDIAN LAKES SUBDIVISION, PHASE W1s recorded in Volume 7593, Page 299 (O.R.B.C.), cold iron rod also being in the east line of BLOCK 14, INDIAN LAKES �SURDMSION. PHASE NI as recorded in Volume 6949. Page 242 (O.R.B.C.); THENCE a" the south fine of void INDIAN LAKES SUBDIVISION. PHASE Vill for the folloaing the, (5) call.: 1) S 5T 16' 15" E for a distance o1 370.79 fact to a found 1/2-imh iron rod fa comer, 2) S 51' 29' 49' E for a distance of 468.06 fact to a found 1/2 -Inch iron rod for comer, 3) N 75' 15' 32" E for o distance of 235.23 fact to a found 1/2 -inch iron rod for tomer, 4) S 5T 16' 31" E for a distance of 686.13 fact to a found 1/2 -inch iron rod for comer and 5) S 54' 53' 27" E for a distance of 509.94 feet to o found 1/2 -inch Mon rod marking the south comer o1 Lot 16, Block 15 of mid INDIAN LAKES SUBDIVISION, PHASE V11; THENCE: S 16' 31. 53' W for a distance of 348.80 fact to a 1/2 -Inch iron rod set for comer, THENCE: S 67' 33' 00' W for a dict of 482.49 fact to a 1/2 -inch hon, act for come•, THENCE: S 88' 11' 50" W for a distance of 250.54 fact to 0 1/2 -inch iron rod eel for corns THENCE S 30 58' 47 W fa a distant. of 281.31 fact to a 1/2 -inch iron rod Act for comer; THENCE S 31' 29' 58' E far o distant. of 90.89 fast to 0 1/2 -inch iron rod sal for corner; THENCE S 58' 30' 02' W for o distance of 539.14 fact to a 1/2 -Inch Iran rod act for comer; THENCE N 07 10' 51" comer; for o distance o1 67.79 fact to a 1/2 -Inch irorod vet for coer; THENCE: N 23 40' 35' W for o distance of 201.32 fact to a 1/2 -Inch iron rod act for comer THENCE N OT 45' 44' E tea di,taMe of 177.44 feel to a 1/2 -inch iron rod act for come; THENCE: N 39' 03' 48' W for o distance of 249.87 fact to a 1/2 -Ind, Iron rod set for comer, THENCE: N 1054* 38' W for distance of 167.69 fact to a 1/2 -Inch Iron rod act for comer, THENCE: S 8T 46' 30' W for o distance of 1402.85 feet to 1/2 -inch Iron rod set for caner in the coat line of Lot 2-R2. Block 13 of the Amending Plot of INDIAN LAKES SUBDIVISION, PHASE N as recorded in Volum 8318. Page 207 (O.R.8.C.); THENCE: N 14' 18' 36" W along the cost lune of said Block 13 for a distance of 247.18 fact to a found 1/2 -inch iron rod corking the northeast a of Lot 1-R7, Block 13 of the Replot of INDIAN LAKES SUBOMSON, PHASE N s r corded Volum 6911, Page 119 (O.R.B.C.), id i rod Iso mo" the southeast tom f a 0.081 Homet mans Association Common Arco and Public UNcly Easemnl tract as shown an the Repot of Lot 28-R. Bock 9 INDIAN LAKES SUBDIVISION. Phase N oil recorded in Volum 7442, Page 86 (O.R.B.0 ): THENCE: N 12' 12' 4t' E along Black 9 for a distome of 255.31 fact to a found 1/2 -inch iron rod for comer, THENCE N 08' 40' 38" E continuing " Black 9 fon o distance of 266.13 fact to a found 1/2 -inch iron rod marking Use east comer o1 Lot 29. Block 9 INDIAN LAKES SUBDIVISION, PHASE N as worded in Volum 6220, Page 120 (O.R.B.C.), mid iron rod elm marking the south comer of Lot 10, Black 14 of said INDIAN LAKES SUBDIVISION, PHASE VII; THENCE: along the southeast line of mid INDIAN LAKES SUBDIVISION. PR45E VII Nor the folloriry eight (8) call.: i) N SS 28' 57' E for a distance of 496.03 fact to a 1/2 -inch h n rod set for co I 2) 50.64 feet in counter -clockwise direction oiong the on, of a curve having 0 central 0,910 of LD 56' 58", a radius f 265.00 fel, o topWhirrent of 25.40 fact and Whir hard bearing N 17'07' 23' W at o distance of 50.56 feet far cam 3) N 67 24' 09" E for a distances of 70.00 fast to a found 3/4 -Inch Iron pipe for comer, 4) 33.25 fact in a clockahm direction along the am of a curve having ocentral orpie of 76' 12' 38", a di rou. o1 25.00 fact, a tangent d 19.61 feet and o "chord bearing N 15' 30' 28' E at a di,tohoo of 30.86 fact to a found 3/4 -inch Iron pipe for comer, 5) S 68' 37' 47' E for a distance of 303.51 fact to a found 1/2 -inch iron rod far comer. 6)N 40' 37' 27' E for a distance of 249.79 fact to o found 1/2 -inch iron rod fly comer, 7) N 3,V 49' 53" E far a distance of 100.00 fact to a found 1/2 -inch iron rod for comer and 8) N 31' 58' 01' E for o distance of 209.40 fast to the POINT OF BEGINNING and containing 76.854 acre of I.W. more or lass. I. Choirmon of the Morning and Zoning Commission of the CRY of College Station, hereby so" that the attoched Plot ones duty approved by the Commission on the _ day of 2008. CERTIFICATE OF THE COUNTY CLERK I, Karon McQaen. County Clerk, in and for mid County, do hereby certify that this plot together with its certifcotee, of uulhentrcatipn filed for record m my .0io. the__.day of 2008. in the ONicial Records o1 Ona -s Counl, T..ae in Volume, ('oge Witness my hand and official Seo[, at my office in Bryan, Texas County k Broxo. County, Texas CERTIFICATE OF Cttt ENGINEER L City Engineer of the City of College Station, Tem;. heeby certify that this subdivision plot forms to the requirements Of Uhe Subeivi;bn Regulations of the City of College Station. CityEngineer City of cc" Station CERTIFICATE OF COUNTY JUDGE 1. , County Judge of Brazos County, Toms. do hereby Ccertify B."..that this plot a.. duty approved by the BmzCounty. Commissioners' ourt on the day of , 2008. General Not, 1. The Bovis o1 Bearings is Tom* Slate Plane Coofirams (Central Zos) bused o the horizontal position of City of Got" Station Monument 1136 as established in 1994. Northing: 10181432.342 EOSUN: 3579119.261 2. No lot has within the 100 year floodploln according to the F.E.MA. flood Insurance Rote Mop for Brazos County, Teeos uldl Incorporoled arcus. Community No. 480083, Pont] No. 02150, Map No. 48041CO215C. Effective date: July 2. 1992. 3. Front. Side, and Rear setbacks arc established by the covenants. conditions, and restrictionsf the subdivision and am equal to 0, in e .cess of the minimum County and city reguimments for single family rare[ lots. 4. Notes from the Bmzoa County Health Department: o.) AW lots served by on On -Site Sewao9q Facilities (OSSF) must rith aunty and state regulations. No OSSF may be installed on any c lotsithout the issuance f on Authorization to Construct" issued by the Brozos County HeolthDepartment under the provisions of the Private Serage Facnity Regulations adopted by Ne Commissioners Court of Brame County. pursuant to the Provisions of Section 21.084 o1 the Tems Willer Code. No OSSF droin Field is to enrrw ooch on the 100 -foot sanitary mm, of private ater cells or 150fact of public rater rails. b.) All lots Will be required to have a slte/soil -.[..ban on file with the Brazos County Health Deportment before -site sawoge faegity may be constructed. 5. Wellborn Special Utility District »ill provide water a for the Subdivision. 6. L nuiscope Easements which -e p UBlity Easements must be cleared o1 all brush and trees, implying no landseoping or permanent structures within Una utility eosenn-ts. No permanent structures am llowed in P.U.E.'e. 7. H.OA. Easements along all streets run poral[.[ to and adjacent to the Public Utility Easements shown hereon. HDA Easement activities and/a infrastructure will be referenced la Ue Covenants, Conditions. and Restrictions of Me subdivision. 8. All t caned and nrainlaircrod by the Hameoaner's Asectiotion (HDA), and ore sbarred from development for resale to individual owners unta msubdMdad ail required by bon. 9. Conservation Buffer res int marea further defsed in the Covenants, Conditions, and Restrictions of the subdivision. 10. Thera is a minimum 50' aide drainage buffer (25' on oath side of the enterfine of all drainage rays). Sae the Covenants, Conditos and Restrictions of the subdivision for additional information. 11. All cul -de -soca sball have o R.O.W. radius of 50' and a pavement taus of 40'. 12. Unless atiumame indicated 1/2" ion Rods am act at all cameo. O - 1/2' Iron Rod Found 0 - 3/4' Iron Pipe Found O - 3/4" Iron Pipe Set G - PK Nail Control Mammate at in sof asphalt pavement for mfemnae. 13. Existing Land Use: Vernal/A9ncuft.ml Proposed land Use: Single Family Rural R.sidenl'ai Lain (Greater than 1.00 Ac) 35 Lots 14. Abbrevotion.: B.S.L. - Building Setback Line N.OAE.- Hommwmem Association Easement H.OALs. E. Homeowners Association Landscape Easement H.0.ACA - Homeomtm Asaaciotion Common Arm P.D.E. - Public OrOirwge Eoemenl P.U.E. - Pubb, Ullity Easement CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Kevin R. McClure. Registered Professional land Surveyor No. 5650, m the State of T. -A. hereby cerliy that the dot is true and correct and - prepared from o actual survey of the property and that property markers and monuments wee placed under my supervision on the ground. Kevin R. McClure. .l . No. 5650 FINAL PLA T INDIAN LAKES SUBDIVISION. PHASE U 76.854 ACRES J.U. BARRERA SURVEY, A-69 BRAZOS COUNTY, TEXAS lip ✓UNE, 2008 SHFFT HJ. SC4CE. 1" _ Jar' s i Smiling MWbrd Development, LTD M Browne Engqineering/Surveys g. Inc. 3608 East 29th Street 1008 Woodcreek Or., S its 103 OF 2 SHLEtS Bryan, Teo, 77802 College Station, Te.os 77845 (979) 846-4384 (979) 693-3838 r.>>: i' � P! j F F.yF. O�DD�7� Filed for Ra,T_,"r, iiin BRAZfid: ii#1IIT`f AS ? FIaI S Humbppl(123 "1 555 Hfnu P 5Kim Green ,f_Iit I? 9 1 STATE OF T- r -,COUNTY OF BRAZOS_ i h,."Phi Cep `.I^ tj_ '=�li= Iii=a"LIF=(ir< F if i led lin the daire and tti E r- =Uamp8d hepeon h,; Me and was dui 'recorded n h -'pili;,= tL ,d ,aq_e ii_ 1. Publici-- _ :`i_ f�_ G_._� US S;,fl„1Qed epeon Lit{ Me= hi3i:IOi,APL E IF"AREM ;•l :GUEC*'E}It COUNTV `:4 prw BRAZOS ,nUHTV VicirV ty Map CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, Paul Clarke, Manager Smiling Mallard Management, LLC, the general partner of Smiling Mallard Development; LTD., owner and developer of the land shown on this plat, and designated herein as INDIAN LAKES SUBDIVISION. PHASE X1 of Brazos County, Texas, and whose name is subscribed hereto, hereby dedicate. to the use of the public forever, all streets, alleys, parks, easements, and public places thereon shown for the purpose and consideration therein expressed. - 7-6110. �--i 1!�74 Smiling Mafia r e , By: Smiling Ilard Development Management, LLC. Its: General artner By: Paul Clarke Its: Manager STATE OF TEXAS COUNTY OF BRAZOS B@fore . me, th undersigned authority, on this day personally appeared V U l!If L t l'IZ� known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this --D day of 2008. \� \Vl. Notary Public, Brazos County; Texas NOTAW, 1; SW Z' C Of T FIELD NOTES Be: 7 all that np-`ain tract or parcel of land lying and being situated in the J. M. BARRERA SURVEY, Abstract No. 69, Brazos County, Texas and being part of the 360.00 acre Tract One and part of the 1037.24 acre Tract Two described the deed from Thousand Oaks Development Company Joint Venture to Smiling Mallard Deve' )pment Ltd. recorded in Volume 4247, Page 51, of the Official Records of Brazos County, Texas (O.R.B.C.), and being more particularly described as follows: BEGINNING: at a found 1/2 -inch iron rod marking the southwest corner of INDIAN LAKES SUBDIVISION, PHASE VIII as recorded in Volume 7593, Page 299 (O.R.B.C.), said iron rod also being in the east line of BLOCK 14, INDIAN LAKES SUBDIVISION, PHASE VII as recorded in Volume 6949, Page 242 (O.R.B.C.); THENCE: along the south line of said INDIAN LAKES SUBDIVISION, PHASE VIII for the following five (5) calls: 1) S 57' 16' 15" E for a distance of 370.79 feet to a found 1/2 -inch iron rod for corner, 2) S 51' 29' 49" E for a distance of 468.06 feet to a found 1/2 -inch iron rod for corner, 3) N 75' 15' 32" E for a distance of 235.23 feet to a found 1/2 -inch iron rod for corner, 4) S 57' 16' 31" E for a distance of 686.13 feet to a found 1/2 -inch iron rod for corner and 5) S 54' 53' 27" E for a distance of 509.94 feet to a found 1/2 -inch iron rod marking the south corner of Lot 16, Block 15 of said INDIAN LAKES SUBDIVISION, PHASE VIII; THENCE: S 16' 31' 53" W for a distance of 348.80 feet to a 1/2 -inch iron rod set for corner; THENCE: S 67' 33' 00" W for a distance of 482.49 feet to a 1/2 -inch iron rod set for corner; THENCE: S 88' 11' 50" W for a distance of 250.54 feet to a 1/2 -inch iron rod set for corner; THENCE: S 30' 58' 47" W for a distance of 281.31 feet to a 1/2 -inch iron rod set for corner; THENCE: S 31' 29' 58" E for a distance of 90.89 feet to a 1/2 -inch iron rod set for corner; THENCE: S 58' 30' 02" W for a distance of 539.14 feet to a 1/2 -inch iron rod set for corner; THENCE: N 02' 10' 51 " W for a distance of 67.79 feet to a 1/2 -inch iron rod set for corner; THENCE: N 23' 40' 35" W for a distance of 201.32 feet to a 1/2 -inch iron rod set for corner; THENCE: N 07' 45' 44" E for a distance of 177.44 feet to a 1/2 -inch iron rod set for comer; THENCE: N 39' 03' 48" W for a distance of 249.87 feet to a 1/2 -inch iron rod set for corner; THENCE: N 10' 54' 38" W for a distance of 167.69 feet to a 1/2 -inch iron rod set for corner; THENCE: S 87' 46' 30" W for a distance of 1402.85 feet to a 1/2 -inch iron rod set for corner in the east line of Lot 2-R2, Block 13 of the Amending Plat of INDIAN LAKES SUBDIVISION, PHASE VI as recorded in Volume 8318, Page 207 (O.R.B.C.); THENCE: N 14' 18' 36" W along the east line of said Block 13 for a distance of 247.18 feet to a found 1/2 -inch iron rod marking the northeast corner of Lot 1-R1, Block 13 of the Replat of INDIAN LAKES SUBDIVISON, PHASE VI as recorded in Volume 6911, Page 119 (O.R.B.C.), said iron rod also marking the southeast corner of a 0.081 acre Homeowners Association Common Area and Public Utility Easement tract as shown on the Replat of Lot 28-R, Block 9 INDIAN LAKES SUBDIVISION, Phase IV as recorded in Volume 7442, Page 86 (O.R.B.C.); THENCE: N 12' 12' 41" E along Block 9 for a distance of 255.31 feet to a found 1/2 -inch iron rod for corner; THENCE: N 08' 40' 38" E continuing along Block 9 for a distance of 266.13 feet to a found 1/2 -inch iron rod marking the east corner of Lot 29, Block 9 INDIAN LAKES SUBDIVISION, PHASE IV as recorded in Volume 6220, Page 120 (O.R.B.C.), said iron rod also marking the south corner of Lot 10, Block 14 of said INDIAN LAKES SUBDIVISION, PHASE VII; THENCE: along the southeast line of said INDIAN LAKES SUBDIVISION, PHASE VII for the following eight (8) calls: 1) N 53' 28' 57" E for a distance of 496.03 feet to a 3/4 -inch iron pipe set for corner, 42) 50.64 feet in a counter -clockwise direction along the arc of a curve having a central angle of 10' 56' 58, a radius of 265.00 feet, a tangent of 25.40 feet and a long chord bearing N 1T 07 23" W at a distance of 50.56 feet for corner, 3) N 67' 24' 09" E for a distance of 70.00 feet to a found 3/4 -inch iron pipe for corner, 4) 33.25 feet in a clockwise direction along the arc of a curve having a central angle of 76' 12' 38", a radius of 25.00 feet, a tangent of 19.61 feet and a long chord bearing N 15' 30' 28" E at a distance of 30.86 feet to a found 3/4 -inch iron pipe for corner, 5) S 68' 37' 47" E for a distance of 303.51 feet to a found 1/2 -inch iron rod for corner, 6) N 40' 37' 27" E for a distance of 249.79 feet to a found 1/2 -inch iron rod for corner, 7) N 34' 49' 53" E for a distance of 100.00 feet to a found 1/2 -inch iron rod for corner and 8) N 31' 58' 01" E for a distance of 209.40 feet to the POINT OF BEGINNING and containing 76.854 acres of land, more or less. v - APPROVAL OF PLANNING AND ZONING COMMISSION I, ���" �` `� Chairman of the Planning and Zoning Commission of the Cq of College Station, hereby certify that the at ched plat was duly approved by the Commission n the 1 day of 2008. Y � ` ChI.�+'rm l.� CERTIFICATE OF THE COUNTY CLERK I, Karen McQueen County Clerk, in and for said County, do hereby certify that this plat together with certificates o authentication was file for record in rely office the day of V4MP , , 20 i he Official Records of Brazos Count Texas in Voltfine Pae �? Witness my hand and official Seal, at my office in Bryan, Texas. County Cler Brazos County, Texas41�1 CERTIFICATE OF CITY ENGINEER I, hIM � 1•_IZAS!7 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 Engineer „n , ity of Coll' Station CERTIFICATE OF COUNTY JUDGE 1, S1 MS County Judge of Brazos County, Texas, do hereby certify that thi6 plat was duly ap roved by the Brazos County, Commissioners' Court on '7 he �9 1 day of 2008. Chairman SHEET NO. OF 2 SHEETS GeneralNotes: 1. The Basis of Bearings is Texas State Plane Coordinates (Central Zone) based on the horizontal position of City of College Station Monument #136 as established in 1994. Northing: 10181432.342 Easting: 3579119.261 2. No lot lies within the i 00 year floodplain according to the F.E.MA flood Insurance Rate Map for Brazos County, Texas and Incorporated areas. Community No. 480083, Panel No. 0215C, Map No. 48041 CO215C. Effective date: July 2, 1992. 3. Front, Side, and Rear setbacks are established by the covenants, conditions, and restrictions of the subdivision and are equal to or in excess of the minimum County and City requirements for single family rural lots. 4. Notes from the Brazos County Health Department: a.) All lots served by an On -Site Sewage Facilities (OSSF) must comply with county and state regulations. No OSSF may be installed on any lot without the issuance of an "Authorization to Construct" issued by the Brazos County Health Department under the provisions of the Private Sewage Facility Regulations adopted by the Commissioners Court of Brazos County, pursuant to the provisions of Section 21.084 of the Texas Water Code. No OSSF drain field is to encroach on the 100 -foot sanitary zone of private 'water wells or 150 feet of public water wells. b.) All .lots will be required to have o site/soil evaluation on file with the Brazos County Health Department before on-site sewage facility may be constructed. 5. Wellborn Special Utility District will provide water service for the Subdivision. 6. Landscape Easements which overlap Utility Easements must be cleared of all brush and trees, implying no landscaping or permanent structures within the utility easements. No permanent structures are allowed in P.U.E.'s. 7. H.O.A.. Easements along all streets run parallel to and adjacent to the Public Utility Easements shown hereon. H.O.A. Easement activities and/or infrastructure will be referenced in the Covenants, Conditions, and Restrictions of the subdivision. 8. All common areas are owned and maintained by the Homeowners Association (H.O.A.), and are barred from development for resale to individual owners until resubdivided as required by law. 9. Conservation Buffer is an easement area further defined in the Covenants, Conditions, and Restrictions of the subdivision. 10. There is a minimum 50' wide drainage buffer (25' on each side of the centerline of all drainage ways). See the Covenants, Conditions and Restrictions of the subdivision for additional information. 11. All cul-de-sacs shall have a R.O.W. radius of 50' and a pavement raius of 40'. 12. Unless otherwise indicated 1/2" Iron Rods are set at all corners. O - 1/2" Iron Rod Found O - 3/4" Iron Pipe Found O - 3/4" Iron Pipe Set © - PK Nail Control Monuments set in i of asphalt pavement for reference. 13. Existing Land Use: Vacant/Agricultural Proposed Land Use: Single Family Rural Residential Lots (Greater than 1.00 Ac) 35 Lots 14. Abbreviations: B.S.L. - Building Setback Line H.O.A.E. - Homeowners Association Easement H.O.A.Ls.E.- Homeowners Association Landscape Easement H.O.A.C.A. - Homeowners Association Common Area P.D.E. - Public Drainage Easement P.U.E. - Public Utility Easement CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, In the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the prop ert and that property markers and monuments were placed under my sup the ground. OF CP Kevin R. Mc lu e, R.P.L.S. No. 5650 ................................ ••KEVIN R MCC LURE 'S o 56.50 " a.. �.yNoQ,,FFSS�Ore'04 sU FINAL PLAT - - I TISION, PHASE XI 76.854 ACRES J.M. SARRERA SUl/EY, A-69 BRAZOS COUNTY, TEXAS JUNE, 2008 SC4LE: 1 " - 100' Owner: Surveyor: Smiling Mallard Development, LTD McClure & Browne Engineering/Surveying, Inc. 3608 East 29th Street 1008 Woodcreek Dr., Suite 103 Bryan, Texas 77802 College Station, Texas 77845 (979) 846-4384 (979) 693-3838 Mo I 10620025 -FP >r ' j 11 r r l: jl ' 11 a I q�� VD! Ij r 'j. 11Q rl LOt4 1 (' I / ��; CI55- �•E: Isnl j'3 _ _ _j_ 1 ' j �. Cots rn Q / / Block 15 \ \ Lot 10 C1 11 i t -37 �:j�; �� ;`:x`51. w'1 - ' j : I / r Indian Lakes Lot 1 r v Phas911 s Subdivision, P9 29 Vol. 7593, \ / / Cot 1 ' I 37Co 'S7y6'.>5E- _ �--�r0, P.U.E. 1; j f / 0. - 79'_ 1J - - - _ _l I i Cot J W/7 of Be - 7- _ far 6 y`� LS 8.776,;3 11 ► I i � 9 nn�ny ! _ ` r o' P �• E , �� � / 5> Cot 19 ;�9 LI ' 0611 zot 7 1 o Li Scale: VII= . •9¢ 10' �_...__ I j ' ► j 1 61ocK �aKhase �Z / / Conservation Buffer 10d' 00, PP9' 2 15.850 c. ub6i,4; 694 /-L O.A. Cortyrion Area / W - ' 1 Z -- 383., \ - 262.19'-- _ N 5901'13" yy / w : "- - _ _ 1 / \ \ / N g9 5 ' �$ \ \ I I "285.36'- ; a:: tV l ry r'o. \ \ y - N 58'56'44" W / , Z \ \ I I / / - 134-29'- I 3 _ - - � - ' � j j j � I � l �' '�s Lot 32 <�� 2s.1 s' 2.40 --- - .� �•-- - � / \ � � I = �-i. l _ ` ^ry 1.713 Acres 2oas4'- - `� Lot 24 ¢9. •"� l o, �° �'��' ( to'" -. 1.184 Acres Lot 23 0 / / / 14'8$„ -�_ ' I W _ iQnQS,Q, _ _ '�� / r / \ \� , 51 �pP L I o O o N 1.233 Acres �%'� Q / 1p' P 70 B/ ''-- / / l . \ _ .. s� `� r ( v; y \ z I Lot 22 �� r o o' r 86 �- ROW (62 0�2p� '47" E -30,3 5. 1�Q J� �j Lot 25 \ - ' I _ f50' /,`�' ry� 1.291 AcresFO \ ( r - \ Lot 33 ° - - 3 ry -266.14' / 57 C") C"I1.876 Acres \ I 16' P. .� 20'x4 ' h `! - - - - - _ \ \ / p'`00 Lot 31 ( I `\ l9T = �j P.U.E. : - / / - P.D.E & P.U.E. �' �_ N C ° 1.585 Acres \ w ( \ / \ i �1g8.5 '19 _x!10 H.O.A.E Lot 21 / \ V \ oo,\\ / \ c� \•' \ 1.822 Acres I d r\\ \ /• \ tii�� 2.11'- --7- _ _ -� L Fj\ • \ o� I co o255 r - 1.740 Acres / r _ �• \ �, oO y o 0 I N 3 / / o N 59'01'13 14- _� -L �\.\ \ 1/ \ \\ Lot 35 /'��'/ / �. / �, Lv " W 0,\ \ �\ �. I I s i I \ lit, /. 0 Vetlto W . ' \�-- \--� 1.120 Acres ° �' / / p� ' to O / /� �!y \ o, 1 1 \ \.\ o \'�Q;'\so. '� °' G$ �'�/'/ / �' I Lot 27 I s>s: 1k /�°c' oo'- b `� O G �I � / /�. �$ 21 - N . 59'01'13" n d 1 / 9 \ \ O \ \ O • F. \ OP/ �,� /.N 58 'I W 2.064 Acres \ \ //� G \,i - - 179.55'_ - _ W cr 0 �c+o {. r / i) �t 1 1 j V q, °o \ /' '`o / �' �� / /�r9 W\ N 08�y I o (o tet. w �•\ `/ --_ H.O.A.E. _ -00. _ -�- 0 p 732'13.. 2'r7., 89 `r :`r iv \/ �/ 10 H.O. -1 220. Cr 2 4 ? �6N Qj�// �0S �i. /./ j r•5'6,� �. Z ^'`/ \ - • I I- 16' P. _ 68_85, UE & W ti/ Oo cy n �o / \ y 50' B.S.I. U.E. _-\ g //' N 4 hl O. `� 6 v t 1 \/ \ v �• ^� , Q N /. I I I 1 1°°Key v�► �,\ \ \ / .�� o'� / / ' r 20 I I Lot 26 I P' / \ w 1 3'X45 0 oK ye / \ V- \ \r, / \/ 1x0 '10 O� / I Z I 1.274 Acres l '� / „ y°, i\P.D.E. E. 07 1 I o, t o �2 0- ' a Lot 34 ti / / / f u l w / / o s I & P.v. rt -- • - / r71 3" ly / �p0 FJ of ldion , Ph 2 / \ y\ yam. \\ 1.205 Acres / �/ / // QJ 5�: / i I I o° S, Lot 18 i5io� P9' J' 3r. °, \ / ro / , 0' / <° ( N l l `o w I / \ �\ 1. 22 Acres I ►� / r0 V t 00 `' A9 Q' , • 9 \. d'. / •. p t / t` 1 1 - .. .0•A.L v' 00 _ / o IN - _ -tel I 5010169 0 ,� / �, y \ • �6,, \ / / Gh / /:, h N I - - _ s.E�, / cV n� ,� / \ \ "� t Lot 19 l �° 0�� / Lot 30 / l Lot 28 I _ 1 L _ . _ _ ' 19''' / ,°w / / \ \ ? 1 1.243 Acres. ^ Lot 20 \ Q o l: 1.412 Acres I E ) -��� CO* 20 • I c�i 0 �O \ .� oQ / / G \ \ 1.576 Acres 4, 1 / O .P L =1 9 4.1 j' �' M l Lot 17 > \ P I w O a ? \ \ `Z'' / • 0 \ �O / \ U E N 1.419 Acres / w 0 / / h , 122' C1 2 0• o' 2 / 1.078 Acres / 1 I j o°` /N°` ve:a �.o / i1 iI l►1 ► I 1 / l(C,tJ/ ' / / / h^+ / / \\\ j�, o ' 0 t\4Ls 1N l II I \ 2\ \ b 1II j "b s C20oory /P ' L`VO IN / / x 0 1 W G � 5�Lot 1 I 226,, oon1.914 Acres 16C4 �s\\ i$8� lALot 29 ge �f i YEr g0• 5 \ \ \ , , r , w I L Oji \ Smiling Mallord Development, Ltd. 1.614 Acres. � . \ � $ �e � $ \. • � \ eS+ �/ s I I $ Remainder of 1037.24 Acre Tract Consen'otio / / h�' „^^ H.O.A.Ls.E.--� o o M H.O.A.Ls.E. / : \ v i N �/ // \ \\ J w I 5 \ Vol 4247, Pg. 51 I 1 I er / ^ \ _ / ') 0 6/. / 0 - Lot 10 '0 �/ \ \ ss� �� \ \s' N N a. I , I Buff n o 0 -' 0 j Q \ -t \ J J' / I / \ Q \ N v) \ p o� \ \ A \ N Lot 1�J I \ 1 Lot 2 / �+ \ - .. _ . ,Xn, / / �� k 0 / / s E' F � 1.227 Acres '\ \ \\ ��.. \ \ (�F ' b 16 ' i �3/t C ,. 0 p \. �, w o�' L- ' \. \ z 1.336 Acres 1. 149 AcresG24 \ \ � _ :-_ Co - - - ... '• / .N 2? �o \ J '� o?621139 g � \ I � \ 100 1 z1o.49• _ / /,\ �, >� Lot 9 / / Lot 11 / / \' ' ' \ ?O S / /^ �, P. \ q Cl 1 N 0� \ N \ ° °> 8 ' \1 0 N*40'46 - _ / /o X16--� 1.378 Acres \ \ / 1.429 Acres \ yO y F \ \ �) �'-S°. e M \ \ \ 54'40 4g" 208.89' _• / ��G / . P\s / 0 0 \ \ o \ \ 'I k. / \\ N �\ \ • •s \ W _ 938'_ _' / "�/� \ \,i t 0 . \ `� \ ; \ `�l2 \ 7 \ 1 00 Z \\ rs \ 41 _ _ N / yo \ ` \ C23 _211.37. 1• I-/ �p P \ "� �, psi\. Z! goo �[ 85 5. /\ l \ ^�oryoo N f\ \ I 1 / j -9�5 -L . [ . _ 1 \\-� oo Q�otn �" .° \ G �g/ i `I\l r ( I 16 P.U.E. Smiling Mallard Development Ltd. o \ 1 I ! \. / \ �9j \ Remainder of 360.00 Acre Troct Lot 29, Block 9 1 W , �\^,`-�50. ;' o �g • 46�\ \ rya / / Lot 12 / / • JR, \ �\ I Vol. 4247, Pg. 51 I'1i \ � 1, \ 2 / 1.426 Acres w \ \ 00 \ Lot 3 i n Lot 6 ti 2 {Ee` / \ Indian Lakes M \ Lot 8 U ' N _ 1.614 Acres . \ N Subdivision Phase IV 1 \ 1.89.1 Acres I , \ , s . 1.189 Acres ci I w N \ "o \\ a /\� � F5v � / o`� / 9 \ \ • \ ^O � \ Vol 6220, Pg. 120 � ` � '\ ']0 \ / (34 Lot 7 o M W �\ k/ JigCI o 00 1a41' � L / \ \V: -L N 59 5 ,, I = 1.562 Acres z n F v Ij, , '-'n-4 l / / 740 a' I / ' tel\ c��f- Lot LOt 13 127.88' - -S 640308" E- - - - -� =, W 6, C-"' i� i o J 1� ` _i 46 L i 1.678 Acres \ - \ -365.59' - - - - -� ._\ \. 219.38'- - ro i I N 5 ? \ 20' P.U.E. I 'JI I N \ N \ \ \0/ f� Imo/ / cn :h / J . / .� co NI ,� � �� \ G \//Lot 14Lot 28-R, Block 9 , - Lot 5 1t3lo �/�" - CURVE TABLE w ` �^ m / Amending Plat �' , °- fi I I 25�/ '3� /� ) �� / 1.981 Acres I o LOt 4 1.339 Acres I ti CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD \ \ -� / / / Indian Lakes Subd. Phase /V cv /� w I I91 Vol. 7442, Pg 86 I r d j2>2 Acres = , $7 G C1 10'56'58" 265.00' 50.64' 25.40' N 17'07'23" W 50.56' ( \ / / Q' g Nt/I `' L/NE TABLE _ / o / ° `� 0 6v{{ems Ii 1 C2 76'12 38 25.00 33.25 19.61' N 15'30 28" E 30.86 ,n LINE BEARING DISTANCE C3 10.56'57" 335.00' 64.02' 32.11' N 17'07'23" W 63.92' n5e�o % GoL1 S 31'29'58" E 90.89' C4 107'36'02" 25.00' 46.95' 34.16' N 65'26'55" W 40.35' \�E•$5` L2 IJ 02'10'51" W 67.79' C5 9'53'35" 435.00' 75.11' 37.65' N 65'41'51" E 75.02' P 2�1' qet L3 N 07'45'44" E 177.44' C6 36'52' 12" 25.00' 16.09' 8.33' N 52' 12'33" E 15.81' ��• �� <v / h� > � Z �� I 1 0�� L4 IJ 10'54'38" W 167.69' C7 253'44'23" 50.00' 221.43' 66.67' N 19'21'21" W 80.00' \/ r Q / G� -` - -__� 1 '`OPG \ pc / / / se 0. YN.AL PLAT 13 \ / GK VI \ 1, e°t PhQ58 11°t 1 �K85 p 1�bp9 119 i IndtonV°o 6g1 / cK gl° plot hQye I'ot We"S i So pg P2p� 1, oKe318' Indio qol• S F L5 IJ 67'24'09" E 70.00' L6 14 34'49'53" E 100.00' L7 14 58'30'02" E 70.00' L8 N 87'46'30" E 70.31' L9 14 60'45'04" E 30.9 1 ' L10 IJ 09.28'36" E 85.26' L11 14 09'28'36" E 85.26' L12 IJ 60'45'04" E 59.26' L13 14 16'25'15" E 131.37' L14 N 24'28'15" E 142.65' L15 14 65'26'55" W 123.03' L16 14 75'28'36" W 133.33' L17 N 42'50'30" W 133.23' L18 14 47'09'30" E 135.43' L19 14 86'29'51 " E 138.59' L20 14 06'04'23" E 141.45' L21 S 09'43'39" W 176.68' 122 �' 09'43'39" W 172.52' L23 S 00'43'12" W 74.65' L24 S 00'43'12" W 169.11' C18 6 F 222.71' 132.03' N 82'18.46" E 206.18' C19 75.08'42" 25.00' 32.79' 19.23' N 06'04.23" E 30.49' C20 57'20.01" 365.00' 365.24' SHEET NO. OF 2 SHEETS INDIAN LAKES SUEDISUBDIVISION,PHAA-3.rJ XI J.M. SARRERA SURVEY, A-69 BRAZOS COUNTY, TEXAS JUNE, 2008 SCALE 1 " = 100' Owner: Surveyor; Smiling Mallard Development, LTD McClure & Browne Engineering/Surveying, Inc. 3608 East 29th Street 1008 Woodcreek Dr., Suite 103 Bryan, Texas 77802 College Station, Texas 77845 LJ (979) 846-4384 (979) 693-3838 10620025 -FP M CS 36'52'12" 25.00' 16.09' 8.33' N 89'04'44" E 15.81' C9 9'53'35" 365.00' 63.02' 31.59' N 65'41'51" E 62.94' C 10 83'07'44" 25.00' 36.27' 22.17' N 19' 1 1 ' 12" E 33.17' C 1 1 66'21'19" 265.00' 307.36' 173.59' N 55.36.20" W 290.42' C12 41'40'02" 435.00' 316.34' 165.53' N 67'59'58" W 309.42' C13 89.11' 19" 25.00' 38.92' 24.65' N 88"14'23" E 35.10' C14 77'20'04" 235.00' 317.19' 188.05' N 82'18'46" E 293.65' C15 36'52'12" 25.00' 16.09' 8.33' N 77'27'18" W 15.81' C16 253.44.23" 50.00' 221.43' 66.67' N 30'58'47" E 80.00' C17 36'52'12" 25.00' 16.09' 8.33' N 40'35'07" W 15.81' C18 77'20'04" 165.00' 222.71' 132.03' N 82'18.46" E 206.18' C19 75.08'42" 25.00' 32.79' 19.23' N 06'04.23" E 30.49' C20 57'20.01" 365.00' 365.24' 199.56' N 60'09.58"% 350.19' C21 88'01'01" 25.00' 38.40' 24.15' N 47'09'30" E 34.74' C22 91'58'59" 25.00' 40.14' 25.88' N 42'50'30" W 35.96' C23 64'09'32" 335.00' 375.13' 209.98' N 56'45' 13" Wj 355.83' C24 94'34'29" 25.00' 41.27' 27.08' N 71.57'42" 36.74' C25 51' 16'28" 165.00' 147.66' 79.19' N 35'06'50" E 142.78' C26 36.52'12" 25.00' 16.09' 8.33' N 08'57'30" W 15.81' C27 2.53'44'23" 50.00' 221.43' 66.67' N 80'31'24" W 80.00' .• C 2 8 36'52'12" 25.00' 16.09' 8.33' N 27'54'41" E 15.81' a C29 51' 16'28" 235.00' 210.30' 112.78' N 35.06'50" E 203.36' C30 72'23'58" 25.00' 31.59' 18.30' N 24'33'05" E 29.53' 4 SHEET NO. OF 2 SHEETS INDIAN LAKES SUEDISUBDIVISION,PHAA-3.rJ XI J.M. SARRERA SURVEY, A-69 BRAZOS COUNTY, TEXAS JUNE, 2008 SCALE 1 " = 100' Owner: Surveyor; Smiling Mallard Development, LTD McClure & Browne Engineering/Surveying, Inc. 3608 East 29th Street 1008 Woodcreek Dr., Suite 103 Bryan, Texas 77802 College Station, Texas 77845 LJ (979) 846-4384 (979) 693-3838 10620025 -FP M