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HomeMy WebLinkAboutDrawingCERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I. TiJ�t1S M_._�tiru N. owner and developer of the land shown on this plat, and designated herein as fpbble, Greek, Phase. 9... D Subdivision to the City of College Station, Texas. and whose name are 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. F✓ ,:�.., KYM C: WAGM Owner My COMMISSION EXPIRES - - November 22,2M010 STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared is M - S' A _, known to me to be the person whose name Is 60statibe�c to The foregging 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 day of OoDW CERTIFICATE OF CiTY ENGINEER I. C- %6 City Engineer of the City of College Station. Texas, hereby certify that this subdivision plot conforms to the requirements of the Subdivision Regulations of the City of College Station. ity of Colle is Station AP PRO AL OF PLANNING AND ZONING COMMISSION I� 0� a lb SChatrman of the Planning and Zoning Commission of the City of College Station, hereby certify that the attached plat was u approved b the Commission on the - 1 day o c 20 N 3.rO3'07" W - 1304.41' to City of College Station _M.ghu X156. oY% w 44 a Alk E�E; Vol r'g i }f = Oct 1 4 N 36'02'50" W_ ---' -- �..._._ -- • ____ 157.64' - 15' P.D.E. I P CERTIFICATE OF THE COUNTY CLERK 1,; McQueen County Clerk, in and for said County, do hereby certify that this plat together with its certificates of authentiggtto wo filed for�roeord in my office the 6! day of 20�J the Ciff cial Records cf razos County, Texas in Volume �ZI oS�, Page - Witness my hand and official Seal, at my office in Bryan, Texas. . County Clerk Brazos County, Texas � Yt� 11 0GV errla,i y CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 1, Kevin R. McClure, Registered Professil the State of Texas, hereby certify that this was prepared from an actual survey of the mark and monuments were placed and ,- I i i ad for Record in: C i fiTE OF TEXAS COUNTY OF pFAZOS BRAZOS COUNTY I hereby �_ertiCy that this instrument was // 1 r iled on the date and time stamped hereon bs me C /Yy of College 5Yat%on Lick Gyeek Pork Doc "' Lind 6►as duly recorded in t Remoiader of 1265. cr�ns 37A s 513 cres 39 A y , i►i►� at ►_i4.C►1F t h e volume and page � r Gulf Stakes Utilities Co. 1 Cri It'd ,► - OR 765 ? c oi' the Of ficial i f C i O.l F'u61 i records of : i Vol 488, Ph,. 756 Ims Vol. 10262 Pg. 842 /� 100' Wide Electrical Trans. Esmt. 1 As n -- - -� -- -- - - - - -- - - - - -- -Vol. 129. t'g_496----------------1----- Flats BRAZO .. COUN - - - - A- Y 80 Wide CLA,lON Gas Co. Fsmt. 1 Document t Number: Iiily'q 5;il n,�. -.I r.ttpad I,ara - in bs me. 1 Vol. 959, Pg. 125 1 _ Future Pebble G'nrak LHrks - - -• - - 80' - - -- - - -- -------- - - - - -� ati of Cof/ege ,Matron G ' t Wide Exxon Pipeline Co. 1 2'.29 A�^ro 7Mct Amount 5 .00 i_ -� ,y2fi lr_', J Vol f029, Pig. Vol. 959, Pg. 125 --- - - - - -- - - - - -- - -- - - - - -- i - - - Receipt Number 30 - - - - - - - -- - - - - -- -� - - y- F9ur HONORABLE KAREN H C:ZUEENY IOUNTY CLERK Po int of Bi�ginn�rg 1 W i n st on i a Davenpor S 3�9 34 ' 50 " E BRAZE (QUI ITT S 39'34W' E - 35bt 3 1 _ - 1123.. f� _ _ 32 50. - .98.95' 80.07 - 112.05' - - -- _105.50' - -- -- -- 1 Ofas50' - 105 42 -- - -- -. - -.1 20 01 _ 95.00 _ - - - - -95.00 _ _ _ - 95.00 _ - 95.00 . - _ _ •- �, o 10 P.V.E. _156,13' - - -- -- r - i F --- z1 r 1 • P.U.E. 0.0183 Ac. L.S.E. c.li 10 t� M X0.0183 Ac. 10' P.U.E. j� 1 46. I 1 I I ( L S.E. ►`t 1d B1 o 1 I 1 BI ©c 47 , 7.5' --- , � W W W I laJ I W W i ` W W ry� I 1 i I U.1 U.1 1 '' . S b g 1 fD g fv I 1 ° c 62 4A r 15 ° o ° ° 19 i M i 67 s� 66 � ° in t �� ' `� v3` ao o ° d o o_ co 65 ci 64 63 �, 1 N tV in to 1l) O I �t '' N 1° *- 1° W i° a- ° r I I CL Z a Z Z I 1 Z Z I a ? 1 Z Z Z 1 b L =27.88' I � I � 1 to x..63.8,2 W I �� 1 e 81.16.... a- 1 95.00' 95.00' I 1 95.00' ' 10550' 10550' 135.38' 9005' 79.79' G 1 1 " Cg , 61 v v 37.16 N 39'34'50" W N 39'34 50 W I 1 > B(7/yL!Uf Mon Coin A �W) DELTA L- 37.51' TABLE LENGTH TANGENT CHORD. BRG. CHORD c, 75.73' 25.00' 38.54' 24.28' N 08' 44'56" E 34.83' C2 91'40'50" 25.00' 40.00' 8 N 81' 15'04" W 35.87' C3 1'5059' 425.00' 13.72' 6.86' o- 36'20'08 ". W 13.72' C4 41'24'35" 50.00' 36.14' 18.90' N W 4 it E 35.36' C5 170' 12'05" 50.00' 148.53' W N a1 _ W N 34 36'29" yy r 41'16'52" 50.00' 38.02' iv 10 � .= - -'-- v W 153.46' 92'41'16" 25.00' 40.44' 26.20' S in E 36.17' t � 8718'44" 25.00' 38.10' C 0 0 • S ~ Z 34.52' g o 39'08'42" 12 co w t -4,14 3 W , E 41.13' C10 261733'16" .} 227.38' 01 ;., � 0 M - - N 36'03'18" W 41'24'35" 50.00' 36.14' t N Nn O W _ - - - 25.00' 41.68' 27.53' N 35 38'4 W - _ W 37.02' Z 1'58'13" 1970.00' 68.32' -- _ -_- f �- 135.7$'- -- - z C14 8321'37" 25,00' 36.37' 22.26' S W I _ 15' P.U.E. 33.25' C15 743'14" 1275.00' 171.81' 86.03' N 36'35'29" lk 171.88' C16 41'24'35" 50.00' 36.14' 18.90' W 53'26'09" E 35.36' C17 265'27'26" 50.00 231.66' 54.13' m e E 10 0 11 38.89' 29.90' 15.73' N 10'42'27 W 29.17' C19 7'43'14" 1225.00' 165.07' 82.66' N 36'35'29" W 164.95' C20 96'38'23" 25.00' 42.17' 28.08' N 88'46'18" W 37.3 C21 90'00'00" • I I 25.00' N 02'05'30" cs ° C22 11'40'51" 825.00' coilyl�I.r /r+rr �c1r1� 1 5D' R.O.W. N 28' Potbment 59' R.O.W. N "28' Piover»errt S 39'34'50" E Cl O 1 N 39'34'50" W C ? 1' 109.98' 109.98' 112.00' 84.23' ` 92.00' 89.99' 1 i 89.99' 79.05' >r U'` 98.49 I -=7.5' I W W W W p M ' t i W O W 0 0 T'7 N N 6 1 I CL in M 56 N M 57 o ,�; 58 41' Q 59 0 ,` •`. l s� g $ i ' ``1 7 ° 1 I p 55 ,o 1n a. M �, fv c 6O 29. I '� IP Z I 1 I s i 'C 110.01' _ _ 1 _ - - _ 20 P.V.E. I 1 B1 0c 4 � i g6.2 W C1 o o --�- 42�021'rVT- �J�O'425T 110.00' - - -- - - -- '139.40. - - -- - - -- . - -- - - - - -- - - -- 3 1 _,_, - 8793 213.47 - - _101.01'__- __ - 91.14'_ __116.10'--- - N 3T3Q'09" W N 38'45'41' W J L N 42'24'47" W � 53 _ - -� a1 w _ _110.01'_ - - - - - - - .118.31'_ - _ - _ 131.82'_ - - - - _N 38'19'08" W _ 169.78' _ _ - - .98.35'_ _ _ - .� 3 ►' ° t- N 4042 _ _ _91.20� _ . '57" W N 38'19'08" W - - r I n b t r7 1 , 1 -20' P.U.E. 8.99' W 15.00' W I W W 1 a o to bo t R I 1 t,I u7 ` N 39.1) I 1 i of 54 N 53 r 52 r N 51 1 � 1 -4 h N 5 50 4- I a to 4 b I i z Z Z � M ,� 49 I 1 Z N� 3 ag '- T z I i Z I 1 i Z I 82.74' 116.00' 31.77' L�4.31' L-67 509 , 12.05' .48.73' I 1 N 40'2706" W 015 5 6161' AT o I • _- - - • .._° i 17.04 99..55 � � N 3 243'52 t3 `�.•�: .•,.,.1- J '4 1 W Cti Cascades Court e ,� �,i9» w 1 C3 L!' ° 82.71' 90.77 I L 5.10' L- 72.90. 23.10 N 47.05'30" W 50' R.O.W. N 28' Pavement ® 1 C19 E. C N 3 524'39" W 027 N 40'2706" W U,E.. P. D.E.. f P•A• e h crscode� Ofr've - 109 .81'- - - T- - - • L- 119,18' - N 32 43'52" W 20' P• e 1-4 ® C? ry Cl - - -- _ e w _ c� - - - - 109.05' L "'4 9 - _ _ CI I 3 5o'RO.w. N a _ N 4705 0 5 P.U.E - - - - - 4'39" W _ _ _ . _-- " � - I - - - 100.01' -' ._ _ 022 - 105. 0 . N 35 � rCi 4 1 - - L=6 I 5650, in t and 11N McCLURE , -c1 5650 r " No suR�� CURVE DELTA MOVE RADIUS TABLE LENGTH TANGENT CHORD. BRG. CHORD C 1 88' 19' 10" 25.00' 38.54' 24.28' N 08' 44'56" E 34.83' C2 91'40'50" 25.00' 40.00' 25.74' N 81' 15'04" W 35.87' C3 1'5059' 425.00' 13.72' 6.86' N 36'20'08 ". W 13.72' C4 41'24'35" 50.00' 36.14' 18.90' N 32'12'13" E 35.36' C5 170' 12'05" 50.00' 148.53' 583.31' N 8,T24'01 W 99.63' C6 41'16'52" 50.00' 38.02' 18.83' S 18'58'24" E 35.25' C7 92'41'16" 25.00' 40.44' 26.20' S 85'55'28" E 36.17' CO 8718'44" 25.00' 38.10' 23.85' S 04 04'32" W 34.52' C9 39'08'42" 61.38' 41.94' 21.82' S 59'09'11" E 41.13' C10 261733'16" 50.00' 227.38' 59.01' N 51'33'07" E 76.29' C11 41'24'35" 50.00' 36.14' 18.90' N 18'52'33" W 35.36' C12 95'31'26" 25.00' 41.68' 27.53' N 87'20'33" W 37.02' C13 1'58'13" 1970.00' 68.32' 34.16' S 43'54'07 W 68.31' C14 8321'37" 25,00' 36.37' 22.26' S 01'13'42" W 33.25' C15 743'14" 1275.00' 171.81' 86.03' N 36'35'29" W 171.88' C16 41'24'35" 50.00' 36.14' 18.90' S 53'26'09" E 35.36' C17 265'27'26" 50.00 231.66' 54.13' N 58'35'16" E 73.46' C18 44'02'5 1 38.89' 29.90' 15.73' N 10'42'27 W 29.17' C19 7'43'14" 1225.00' 165.07' 82.66' N 36'35'29" W 164.95' C20 96'38'23" 25.00' 42.17' 28.08' N 88'46'18" W 37.3 C21 90'00'00" 25.00' 39.27' 25.00' N 02'05'30" W 35.36' C22 11'40'51" 825.00' 168.19' 84.39' S 41'15'04" E 167.90' C23 8730'39" 25.00' 38.18' 23.94' N 83'20'10" W 34.58' C24 84'46'21" 25.00' 36.99' 22.82' N 02'48'21" E 33.71' C25 2'17'01" 2030.00' 80.91' 40.46' S 44'03'01" W 80,90' C26 90'00'00" 25.00' 39.27' 25.00' N 875430" E 35.36' C27 11'40'51 " 775.00' 158.00' 79.27' S 41' 15'04" E 157.72' LINE BEARING ) 2 93► DISTANCE L1 N +VGS'l2' W 60.08' L2 N 4TO5'30" W 130.20' L3 N 44 21'02" W 140.97' L4 S 35'24'39" E 27.80' L5 N 54'35'21" E 50.00' L6 N 33'43'59" W 50.09' L7 N 35'24'39" W 91.00' L8 N 85'55'28" W 55.23' L9 S 04'04'32" W 57.88' II � 1 � W ) 2 93► I w 1 1 1 .'° t' _ a M ° o' 44 o in 45 + 00 t +►� 48 h 1 1 o Z g 46 , I I a b a N °' Z ( 130. W I g �I z 4 7 a1 1c Z ►-- - 'ii2.00 - - '110.00' I �- - •jO' P' _ _) _ `98.4 - o�.,k' 4 -- - L 1 ATM - 23200' N 40 W ^, •t�f'�g• f68 �► - _ -- �... - to• L2 fV -. ,67.42. P - _ :u� 1 Plebb /e Creek Development Co 505.19 Acre rmet One V 1671. /'9 276 ..���►" 1 FIELD NOTES Being all that certain tract or parcel of land lying and being situated In the S.W. ROBERTSON SURVEY Abstract No. 202 in College Station, , rdb✓e Cft* i 1 1 Brazos Coun y, Texas and being part of the 505.19 Acre Tract One described in the deed from Young Brothers, Inc. Contractors to Pebble , mot eO Creek Develo meat Company recorded in Volume 1671, Page 276 of the Official Records of Brazos County, Texas (O.R.B.C.) and a part of , i 6b✓. vt 1 the 10.955 cta tract described in a deed from Animate Habitat Ltd. to Pebble Creek Development Company recorded in Volume 6628. Page 60 (O.R,B.C.) and being more particularly described by metes and bounds as follows: i r BEGINNING: at a found 1/2-Inch iron rod an interior ell corner of the said 505.19 acre Pebble Creek Development Company Tract One, the southwest comer .of the 27.29 acre City of College Station tract described in the deed recorded in Volume 1029, Page 13 (O.R.B.C.) and marking the north corner of the said 10.955 acre tract; THENCE: along the northeast and southeast lines of the said 10.955 acre tract for the following three (3) calls: 1) S 39' 34' 50" E for a distance of 358.33 feet to a found 1/2 -inch iron rod for comer, 2) S 48 42' 07" W for a distance of 343.70 feet to a found 1/2-Inch iron rod for comer and 3) S 51' 38' 26 W for a distance of 363.89 feet to a 1/2-inch iron rod set for comer, THENCE: N 31' 41' 19" W through the beforesaid 10.955 acre tract for a distance of 227.97 feet to a 1/2 -inch iron rod set for comer. sold iron rod being in the southeast line of the said 505.19 acre tract ; THENCE: into the interior of the said 505.19 care tract for the following four (4) calls: 1)' N 31' 41' 19" W for a distance of 267.42 feet to a 1/2-Inch iron rod set for corner, 2) N 40' 27' 06" W for a distance of 232.00 feet to a 1/2 -inch iron rod set for corner, 3) N 44' 08' 12' W for a distance of 60.08 feet to a 1/2 -inch iron rod set for corner and 4) N 47 05' 30" W for a distance of 130.20 feet to a found 1/2 -inch iron rod for corner, sold iron rod marking the east comer of Lot 33, Block 41, PEBBLE CREEK, PHASE 9 -B subdivision as recorded in Volume 5878, Page 128 (O.R.B.C.); THENCE: along the northeast line of said PEBBLE CREEK, PHASE 9 -8 subdivision for the following. two (2) calls: 1) N 44' 21' 02" W for a distance of 140,97 feet to a found 1/2 -inch iron rod for corner and 2) N 35' 24' 39" W for a distance of 289.79 feet to. a found 1/2 -inch iron rod for comer, said iron rod marking the south corner of Lot 6, Block 49, PEBBLE CREEK, PHASE 9 -E subdivision; . - THENCE: along the east line of said PEBBLE CREEK, PHASE 9 -E subdivision for the following twelve (12) calls: 1) N 54' 35' 21" E for a distance of 130.01 feet to a found 1/2 -inch iron rod for corner, 2) S 35' 24' 39" E for a distance of 27.80 feet to a found 1/2 -inch iron rod for corner, 3) N 54' 35' 21" E for a distance of 50.00 feet to a found 3/4 -inch Iron pipe for comer, 4) 38.54 feet in a clockwise direction along the arc of a curve having a central angle of 88' 19' 10 ", a radius of 25.00 feet, a tangent of 24.28 feet and a long chord bearing N 08' 44' 56" E at a distance of 34.83 feet to a found 3 /4- Inch iron pipe for comer, 5) N. 33' 43' 59" W for a distance of 50.09 feet to a found 3/4 -Inch iron pipe for corner. 6) 40.00 feet in a clockwise direction along the arc of a curve having a central angle of 91' 40' 50 ". a radius of 25.00 feat, a tangent of 25.74 feet and a long chord bearing N 81' 15' 04" W at a distance of 35.87 feet to a found 3/4 -inch iron pipe for corner, 7) N 35' 24' 39" W for a distance of 91.00 feet to a found 3/4 -inch iron pipe for the Point of Curvature of a curve to the left. 8) 13.72 feet along the arc of said curve having a central angle of 01' 50' 59 ". a radius of 425.00 feet, a tangent of 6.86 feet and a long chord bearing N 36' 20' 08" W at a distance of 13.72 feet to a 1/2 -inch iron rod set for comer, 9) N 49' 59' 29" E for a distance of 104.99 feet to a found 1/2 -inch iron rod for corner. 10) N 42' 15' 19" E for a distance of 95.00 feet to a found 1/2-Inch Iron rod for comer, 11) N 36' 44' 54" E for a distance of 105.20 feet to a found 1/2-Inch iron rod for corner and 12) N 70' 30' 37" E for a distance of 172.38 feet to a found 1/2 -inch iron rod, said iron rod being in the west line of the beforementioned 27.29 acre City of College Station tract; THENCE: S 39' 34' 50" E for a distance of 1123.62 feet to the POINT OF BEGINNING and containing 22.244 acres of land, more or less. l�1.43 , 5 P.U.E. 18.31° `17.45 I I i W W 5 1 W W o i 6 41 N O I h 7 8 �°� g a 1D ? 0 2 1 Block 49 10' P,U,E. - 1 _ (5878/128) 100.01' _ -- - `_- "_' _ - - 10,0.01 2' -117.95' _ F" 89.78_ 23,0 10' P.u.E. N i 5 ? 4 3'" W - 289 T9' - L i Block 41 �--� -� i I t'j N ► a p Cave& Phase 9 -8 I a i I i 43 Vol 5878, Pg. 128 Co I 26 1 a w I o I I I N .32 ' ° I 33 � I �I GENERAL NOTES 1. ORIGIN OF BEARING SYSTEM: Monuments found and record bearings along the south and east line of PEBBLE CREEK, PHASE 9 -B recorded in Volume 5878, Page 128 of the Official Records of Brazos County, Texas (O.R.B.C.) were used as the BASIS OF BEARINGS shown on this plat. 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 4804100205 D, effective February, 2000, t is not located in a 100 -year flood hazard area. indicates the lowest habitable floor elevation for lots adto Alum Creek. 3. The building setback requirements are established by the City of College Station Unified Development Ordinance. 2617. 4. Driveway access for comer lots on St. Andrews Drive will be to the lesser street. 5. All distances shown along curves are are lengths. 6. Monumentation: Unless otherwise indicated, all lot comers are marked with 1/2" Iron Rods. 0 - Indicates 3/4' Iron Pipe set O - Indicates 3/4" Iron Pipe found O - Indicates 1/2" Iron Rod found a Pik: HPWI :Control Monuments set in Asphalt Pavement, at rk Intersectione and the (• radius of cuidesacs. 7. ABBREVIATION: P.U.E. - Public Utility Easement P.D.E. - Public Drainage Easement P.A.E. - Public Access Easement L.S.E. - Homeowners' Assoc. Landscape Easement LM TA 00'00'25" Scale: 1" - 60' PEBBLE CREED PHA,S'E 9 - D 22.244 ACRES S.W. ROBERTSON SURREY, A -202 COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 3005 smote i• - en• Peebb Development Co. McClure d: Browne Fat9ineering /Surve 4500 Pebble Cresek Pkwy. 1008 Woodcreek Dr.. 3ulte 103 College Station, TX 77845 College Station, Texas 77845 (979) 690- 0992 ( 979) 693 -3838 1 10 850007 -F VICINITY /MAP