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HomeMy WebLinkAboutIndian Lakes PhXXIII Blk34 Lts1-14Vicinity 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 XIIZFiI of Brazos County, Texas, and whose name is subscribed hereto, hereby„ dedicate to the use of the public forever, all `streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly pro 'ded of ' e. Smiling Mallard Q%Wopment, LTD. By: Smiling Mallard Development Management, LLC. Its: General Partner By: Paul Clarke Its: Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared PAUL T• C ARMB . known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purpose and consideration therein stated..", .04 Given under my hand and seal on this A14 day of OCToAE/Q 20-&-. k Notary Public, Brazos County, Texas jam+ Its �S ISI to c e�,r8` t 9e.I Lot 13 Block B I 1 � I Ilndion Lakes, Ph. /V I I I I V6220, P-119 3 I I ; �It til �I I I I Lot 12© Block 8 I m I �-N 88'14 50 E 229,35' , I It t ' I I 1 � 3 Ls' -'' � �°� P � E• Ot, Irt III II I� IsI Block t t i�i t Ir t 33 Itl Itl I t I I I t l Indian Lakes, Ph. XXII I 12 I t (Under Constuction) f 11 I t l t � 10 10.111 Acre 8 I 9 I I I H.O.A. Common Area 7 I t I and Conservation Buffer �\ 1 t i , ___I (� �-- _ 1 _ 0 \ � � "' - 1801„Q0 _ r _ _1.90.01'• .- 90.01,- _J; f _ 75:0 ___J � L IV 8f,"5725 E r - ...1 so.o1- , _ _ i 0.01 I I o - - _ -� r---190.01 _ - .r _ r----•209.71'•--- I I • --272.36'_ -- "� I I 10' P.U.E. I I I I I I I N 483.87 I � _ I I I I I I 31 3 3 I3 1 Co ao 3 w N r I I o0 ;n24 ``' -�� °�°. N -°n° Lot 2 N � Lot 1 I I M 00 N 1n :t Lot 3 N a. Lv N 1.095 Ac. I I N r N 1.098 Ac. 0 1 I N M ;V n Lot 5 d �O N Lot 4 N 1.098 Ac p p 1.098 Ac. N ? I p N Lot 6' O 1.225 Ac. aw z' i I Z I I I I o Z Z I 1.618 Ac. z I I Z I I I H.O.A.Ls_E. I 50' B.S.L. 10 .;-H.O••A- E. .. - ..� .�.-..-._.. .-_'.•.-__ •.-._-. J1 65-.29' 9 16 P.U.E. - . - . - . _ •_- 0.01' -_ -190.01' 90.01-J _19 14 1,214.21 - - N 86'57'25" E - 949.53' Leshom Cove � I 1- - - 181.06'- - � CS 70' Raw - 24' Pavement I r L4 s 86'57'25" W iD •t a I ig ' 8657'25" C1 (' __ -. __ -. -- • .- S 885725" W948�.I20�' 3' 544o -..-.._ _ .' '25" E It: N 8657 - c ' I I \ '\'�•• •r ..-..-..- ..-..-..-.. _..-../�,.if-••-- -259.07'- C4 18 334.39' ...... .- - ._H.O.A.Ls.E.10' H.O.A.E 16' P.U.E. '3I 26x11 50,B.S.L. M06 0`1 N 15.726 Acre Ito H.O.A. Common Area 3 , N aq and Conservation Buffer�/ N 0 Lot 10 I I Z Li it/ Lot 9 O N 2589 Ac. ! I I Lot 7 0 Ksoi o i ,�°� ai"�' 2.414 Ac. a, Z I \ 1.774 Ac w � o ,►i Lot Z I a n2.076 Ac. \ \ coon w I I N I, Block 34 I I. i ,o� y Coe C ~'9's ( ( ' �� // I I - _ _ - -353.03'- '2 353.03'- - - - --/- _/ nth �� , --_J �-___ . \ {•?09 S@so I ( _ f2 L _ -442.30 - -g 86'57'25 W 795.34'- - // V l P.O.B. �� \�\�`\sts At@� I L_----229.19'- l / __--- ��\gr 20' P.U.E. \ L_86!57'25"-� / -s .w- - \ \ / / • i \ - ------N 89'51 30" E - 364.77'------� \ V / \/\-------------- �� \ \ / ry Ile Ao\ \\ ./ / / FIELD NOTES Being all that certain 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 both described . in the deed from Thousand Oaks Development Company Joint Venture to Smiling Mallard Development Ltd. recorded in .Volurne 4247, Page 51,' of the Official Records of Brazos County, Texas (O.R.B.C.) and part of the 17.41 acre Tract 1 of Tract Four described in the deed from Partners in Habitat Preservation, LLC to Smiling Mallard bevelopment, Ltd. recorded in Volume 8765, Page 176 (O.R.B.C.), and being more particularly described as follows: BEGINNING: at a found 1/2 -inch iron rod marking the northwest comer of Lot 11A -R, Block 8, INDIAN LAKES SUBDIVISION, PHASE IV according to the vacating and final plat recorded in Volume 6949, Page 241 (O.R.B.C.) and being in the east right-of-way line' of Colusa Springs Drive (based on a 70 -foot width); THENCE: 96.78 feet in a counter -clockwise direction along a curve in the east line of said Coluso Drive, said curve having a central angle of 12' 44' 48", a radius of 435.00 feet, a tangent of 48.59 feet and a long chord bearing N OX 19' 49" E at a distance of 96.58 feet to a found 1/2 -inch iron rod for the Point of Tangency; THENCE: N 03' 02' 35" W continuing along said east linee for a distance of 111.74 feet to a found 1/2 -inch iron rod marking the southwest corner of Lot 12, Block 8, INDIAN LAKES SUBDIVISION, PHASE IV as recorded in Volume 6220, Page 119 (O.R.B.C.); THENCE: along the south and east lines of said INDIAN LAKES SUBDIVISION, PHASE IV (6220/119) for the following four (4) calls: 1) N 86' 57' 25" E for a distance of 21.75 feet to a found 1/2 -inch iron rod for comer, 2) N 73' 54' 17" E for a distance of 189.64 feet to a found 1/2 -inch iron rod for corner, 3) N 88' 14' 50" E for a distance of 229.35 feet to a found 1/2 -inch iron rod for corner, and 4) N 02' 16' 02" W for a distance of 311.45 feet to a 1/2 -inch iron rod set for the southwest corner of INDIAN LAKES SUBDIVISION, PHASE XXII (under construction); THENCE: N 86' 57' 25" E alongthe south line of said INDIAN LAKES SUBDIVISION PHASE XXII a t 1127.19 feet cross the west line of the said 17.41 acre tract, continue for a total distance of 1801.00 feet to a 1/2 -inch iron rod set for the southeast corner of said PHASE XXII; i THENCE: crossing through the said 17.41 acre tract (8765/176), the said 1037.24 acre tract (4247/51) and the said 360.00 acre tract (4247/51) for the following eight (8) calls: 1) S 02' 24' 28" E for a distance of 506.25 feet to a 3/4 -inch iron pipe set for the Point of Curvature of a curve to the right, 2) 352.28 feet along the arc of said curve having a central angle of 59' 21' 56", a radius of 340.00 feet, a tangent of 193.80 feet and a long chord bearing S 27 16' 30" W at a distance of 336.73 feet to a 3/4 -inch iron pipe set for. the Point of Tangency, 3) S 56' 57 28 W for a distance of 354.74 feet to a 3/4 -inch iron pipe set for the Point of Curvature of a curve to the right, 4) 78.26 feet along the arc of said curve having a central angle of 13' 11' 180, a radius of 340.00 feet, a tangent of 39.30 feet and a long chord bearing S 63' 33' 08" W at a distance of 78.09 feet to a 3/4 -inch iron pipe set for the Point of Tangency, 5) S 70' 08' 47" W for a distance of 626.11 feet to a 3/4 -inch iron pipe set for the Point of Curvature of a curve to the left, 6) 146.84 feet along the Orc of said curve having a central angle of 18' 17' 23", a radius of 460.00 feet, a tangent of 74.05 feet and a long chord bearing S 61' 00' 05" W at a distance of 146.22 feet to a 3/4 -inch iron, pipe set for the Point of Tangency, 7) S 51' 51' 24" W fora distance of 120.54 feet to a 1/2 -inch iron rod set for corner, and 8) N 41' 33' 18" W for a.'. distance of 75.13 feet to a found 1/2 -inch iron rod marking the east comer of Lot 11C -R, Block 8, INDIAN LAKES SUBDIVISION, PHASE IV (6949/241); THENCE: along the northeast. line of said INDIAN LAKES SUBDIVISION, PHASE IV (6949/241) for the following five (5) calla: 1) N 46' 25' 47" W for a distance of 286.39 feet to a found 1/2 -inch iron rod for corner, 2) N 49' 03' 38" W for a distance of 447.22 feet to a found 1/2 -inch iron rod for corner, 3) N 55' 57' 10" W for a distance of 93.73 feet to a found 1/2 -inch iron rod for corner, 4) N 62' 46' 04" W for a distance of 92.08 feet to a found 1/2 -inch iron rod for corner, and 5) N 63' 57' 41" W for a distance of 169.57 feet to the POINT OF BEGINNING and containing 46.712 acres of land, more or less. ode \ \ 726.` s O, 4,90 \ \ \ \ 'o' 68 �4 1,y ?O, AN N1.1 A?,b Fo Sa4 . \ .4, S?•�>s r0� /� F ^ 'GF rAsr; \ Lot f f , eS� /. /' �y�• •�8 /'Yyo /� 6 seihthwe�`' Lot 14 48� o . \ 4.135 Ac /' / / O�1 ►t� 4 / @ht et \ �" \ 1.569 Ac. / `? \ (�{' 100, / \ , Jai' �� car ' m Lot IM -R d• oo,G�Block B r- r -1y Vw.P.D.E./ >_ryy\ j c' \ �• / / c 2 Lot 13 / / \ \ \ / . • 16� ,✓�,��t �t ..n ki,l 0 r„n„ �' /, 1.418 Ac. / / \ S \ \• / • ,,� G10 L15 � cti �n � � \ \ do, \ 105' / .1-P .I (Y r.I loo, -141 a //ndion Lakes, Ph. IV \Vil\ \ \ F V6949, P.241 .\ 90 .` h Yl'a'� •�c• \I / \ s 6 5 i/ •�?+ \\ `p�'\\\ S ��.\• \ / / Lot 12 `a� ��' s 1.570 Ac. / \ r / Lot 11B -R \ `SO e,3 \ R '�' ) \ 62 / t: t_3r Bock 8 • `�s• \/ / g S • ' / • , E / / . I 9 :.012811*77 OR 13703 21- 000.010 -P eiA Ar V11- 00 000000000, 7 /T Or' •?6�\�F , Q17 F41a, n` p#', XW Lot 11C -R / Block 8 GENERAL NOTES: ' 1. The record bearings and actual measured distances to the found 1/2 Iron rods along the adjoining phases of Indian Lakes Subdivision were used as the basis of the bearing system shown on this final plat. _ " - 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041 C0350E, Map Revised May 16, 2012, this property is not located in the Special Flood Hazard Area. 3. Building Line Setbacks: Front = 50' Side = 15' Rear = 25' 4. All Common Areas and Conservation Buffers are owned and maintained by the Homeowners' Association. See the covenants, conditions, and restrictions for additional information. 5. Unless otherwise indicated, all distances shown along curves are arc distances. 6. Notes from the Brazos County Health Department: a.) All lots served by an 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 p tion 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 a site/soil evaluation on file with the Brazos County Health Department before on-site sewage facility may be constructed. c.) On-site sewage facility disposal areas shall not encroach the 100 foot or the 150 foot sanitary zone of a private or public well, respectively. 7. Wellborn Special Utility District will provide water service for the subdivision. 8. 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 for additional Information. 9. There is a 16' Public Utility Easement and a 10' Homeowner's Association Easement along the right-of-way frontage of all lots. 10. 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 is referenced in the covenants, conditions, and restrictions of the subdivision. 11. There is a 20' Public Utility Easement centered on all side and a 10' Public Utility Easement on all rear lot lines. 12. All proposed lots must be no more than 500 feet from a fire hydrant based on the lay of hose along the street. 13. This property is located within the College Station Independent School District. 14. No construction or fencing shall impede, constrict, or block the flow of water in any Private Drainage Easement. All Private Drainage Easements shall be maintained by the Homeowners' Association. 15. Lots 1 and 10, Block 34 shall have driveway access to Lesharo Cove only. Lot 12, Block 34 shall have driveway access to Sinopo Cove only. 16. An engineered slab or proof of compaction of fill will be required for any lots with more than two (2) feet of fill above the existing grade. 17. Unless otherwise indicated 1/2" Iron Rods are set at all comers. O - 1/2" Iron Rod Found O - 3/4" Iron Pipe Set 0 - PK Nail Control Monuments set in q of asphalt Pvmt. for reference. 17. Abbreviation: B.S.L. - Building Setback Line H.O.A.E. - Homeowners Association Easement H.O.A.Ls.E. - Homeowners Association Landscape Easement Pr.D.E. - Private Drainage Easement P.D.E. - Public Drainage Easement P.O.B. - Point of Beginning P.U.E. - Public Utility Easement Vw.P.D.E. - Variable Width Public Drainage Easement / 20'x81' P.D.E. / 0, < \aG,�o A Q�• iv \\ CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, Karen McQueen, County Clerk, in and for said County, do hereby certify that this plat together with its certificg es of authentication was filed for record in my office the I_ day of huemw 20 in the Official Records of Brazos County, Texas in Volume �, Page:�. Witness my hand and official Seal, at my office in Bryan, Texas. County Clerk'�r��i�u Brazos County, Texas bqk*A mYIL A CERTIFICATE OF APPROVAL This subdivision plat was duly approved by the Commissioners Ct of Brazo Co my Texas, as the Fine` Plat of such subdivision on the � day of �ttiVMbw . 2011 . gne his the _�„"hoU � f 1 iV � in 20 Brazos County, Texas Smiling Mallard Development, Ltd. Remainder of 1037.24 Acre Tract Two V4247, P.51 CERTIFICATE OF CITY ENGINEER '.fyLJ` COUNTY ;r. a ,est' r[ -i PlF_iTj Ai-moun , 73. 00 1_ B3i L 'Wre;} Re i st i no I, A- 4t6,_0 . 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. C• ylEngineer ity of College Station K� CERTIFICATE PLANNING ZONING COMMISSION AN 1, 'Q- Chairman of the Planning and Zoning Comm s n of the City of College Station, hereby certify that the att he lot was duly approv d ' by the Commission on the day of 11 20 ,z Chairma CERTIFICATE OF SURVEYOR STATE OF TEXAS ,+�il�l►tsti7� I7_ti,L�F I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in the State of Texas, hereby certify that this plot is true and correct and was prepared from an actual survey of the propert that property markers and monpments were plac d der �y supervision on the ground. Kevin R. McClur , R.P.L.S. No. 5650 N 'R'. Mk _ 5650 M a io 1 to 18.304 Acre Paul Clarke �N V 12330, P.215 Scale: 10=1001 CURVE UNE TABLE LINE .c tit BEARING CHORD BRG. DISTANCE L1 N 41'33'18" W 75.13' L2 N 55'57'10" W 93.73' L3 N 62'46'04" W ", C'4 "b. C:I -r, "o t=, W .. L5 N 3'02'35" W 111.74- at al 0 u:t. X 86'57'25" E IJ 4-41 I -t l.fr- Gt 7Y54'1 7" E 189.64' L8 S G [ W C_ L9 to •�= 51'51'24" E 60.06' L10 N 59'47'32" W 74.99' L11 N 474332" W 134.00' L12 N 42'16'28" E 134.70' L13 S 24'56'37" W 104.70' L14 S 55' 16'24" W 52.91' t t a wt N _t... W 84.64' ta7 N 2716'30" E .tet C1 C12 9(r38'08" 25.00 'Ywt 25.28' I.rt 35.55' K.Y7 q„_ 36'52'12" 25.00' 16.09' Scale: 10=1001 CURVE TABLE CURVE UNE TABLE LINE LENGTH BEARING CHORD BRG. DISTANCE L1 N 41'33'18" W 75.13' L2 N 55'57'10" W 93.73' L3 N 62'46'04" W 92.08' L4 N 63'57'41" W 169.57' L5 N 3'02'35" W 111.74- L6 N 86'57'25" E 21.75' L7 N 7Y54'1 7" E 189.64' L8 S 51'51'24" W 120.54' L9 N 51'51'24" E 60.06' L10 N 59'47'32" W 74.99' L11 N 474332" W 134.00' L12 N 42'16'28" E 134.70' L13 S 24'56'37" W 104.70' L14 S 55' 16'24" W 52.91' [L15 N 80'39'17" W 84.64' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 59'21'56" 340.00' 352.26' 193.80' S 2716'30" W 336.73' C2 13'11'18" 340.00' 78.26' 39.30' S 63'33'08" W 78.09' C3 18' 17'23" 460.00' 146.84' 74.05' S 61'00'05" W 146.22' C4 12'44'48" 435.00' 96.78' 48.59' N 3' 19'49" E 96.58' C5 99'27'23" 25.00' 43.40' 29.51' N 707'42" E 38.15' C6 231'24'25" 50.00' 201.94' -103.88' N 69'53'48" E 90.11- C7 53'12'00" 25.00' 23.21' 12.52' S 20'59'59" E 22.39' C8 74'40'58" 25.00' 32.59' 19.07' S 8456'28" E 30.33' C9 12'2544" 535.00' 116.06' 58.26' N 63'5555" E 115.83' C10 13'11'18" 265.00' 61.00' 30.63' N 63'33'08" E 60.86' C11 59'21'56" 265.00' 274.57' 151.05' N 2716'30" E 262.45' C12 9(r38'08" 25.00 39.55' 25.28' N 4743'32" W 35.55' C13 36'52'12" 25.00' 16.09' 8.33' S 68'31'19" W 15.81' C14 253'44'23" 50.00' 221.43' -66.67' N 3'02'35" W 80.00' C15 3652'12" 25.00' 16.09' 8.33' S 74'36'30" E 15.81' C16 89'21'52" 1 25.00' 1 38.99' 24.72' 1 N 42'16'28" E 35.16' Fail IN RVA INDIAN LAKES SUBDIVISIONPHA,..t;on' XXIll LOTS 1-14, BLOCK 34 46.712 ACRES ✓.M. BARRERA SURVEY, A-69 BRAZOS COUNTY, TEXAS ✓ANUARY, 2016 scncE I' = voo' Owner: SuoL=r. Smiling Mallard Development, Ltd. McClure do 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