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Home My WebLink AboutDrawingCERTIFICfTE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRA7rOS I, Pebble Creek Development Co.. owner and developer of the land shown on this plat, and designated herein as the Pebble _Qreek. Phase 9-H 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, all:. parks, easements, and public places thereon showr for the purpose and consideration therein expressed. Ods M. Yo - dent STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared AV i 5 int . V OUflat , known to me to be the person whose names is�ubscribed to the f,)!-egoing instrument, and acknowledged to me that he executed the some for the purpose and consideration therein stated. -tit Given under my hand and seal on this do day of, 20 OA. Notary Public Abrazos County, Texa wSo4"lp��P•! �Cy WENDY SHAF SHAFFER = 3 Notary Public, State of Texas yy� k F My Commission Ex 0s September 03; CERTIFICATE OF CITY ENGINEER I, M (91� �� , 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. i_"%Ju Iva of Coll ge Stotiorl? APPROVAL OF PLANNING LAND ZONING COMMISSION I, V�h�IV��'/ Chairman of the Planning and Zoning Commission of the City of College Station, hereby certify th a at;&hlat was duly approve by the Conimi t n he day of MO. , 20h . s Ch r � 8 1 � , 1 ID -1 �jtQiSh p6 ,Q / / 5 t IN \ \ AO AO �\ 70' \•c`: 6r. RA? ¢ \ \F J • / ` \ N Pebble Creek I 4 \`1`°' \ \ F \\ \ Phase 9 A I V4651, P. 152 �0, \ \ I A7 0 B/ock 36 .¢ VICINI TY "AP CNI YT R^ \ 43 \/N 4 \ \ Off\ \ \ / 2 \ 3 h / \ \ \ Pebble Creek, Phase 9-H H.O.A. Common Area Or Q5 3 \ \ \ 4:291 Acres ONO \ _ 5P.U.E. 10' P. E. 1' / � � 8271.58" E - 90.00-' / 29-92P 1 C., I \ /-- N 82'01'58" W N 86'52'09" W I _ 21.63 94.19' 89.81' 1 ' I \ W � 1 CIDI \ t / n I L=11.88' = 1 h 1 \ ti `: f o I ^ L 16.36' I \ o I V \ c f I N I ' 1 \ uo), E N W I 411 N c Q O Lil a Q O w I I \ N 1 O of= u) o Va 10 0l I o 7 V) oo' 3 q w ( u) o o I o Q o r? 10 6 i� in t �i 2 "' r°i LADI \ II t O "1 T \ N Z �i to Q � �n 1 to Cj0 I IN I N �O Z 0I �\ z o 10� ��_-- p-- -----_ --- 10' P.U.E. I 1 1 \ --�= 120.00' ----------- ---- - -- 10_P.U.E.-- -J � C N 82'01'58" W 115.85i' ` ------ \ 10.03' G C8 I- C9 St Andrews Drit,& \ �!5878/ _ - 60' R. O. W. - .39' Pavem.=nt ® \ _ - 114.89, 10' P.U.E:------------ _ I I I I I I \ N CERTIFICATE OF THE COUNTY CLERK 1 4 I Ld I I I, Laren McQueen. County Clerk, in and for said � Lot 1 t,iq County, do hereby certify that this plat together with its o_ Block 35 I N I a certificates of� the4tication was filed for record in my, i I o �p Ad office the f day of AL 20_0 Of, in Otj the Official RecQrdj of Brazos Coun , Texas in Volume i h Li 171911 • Page ( 11 w I Q Witness m hand and official Seal at m office in I Pebble Creek �. Bryan, Texas. Y Y 1 I Phase 9 152 a- I Z o 1 N 82'01 58 W - •.�,.�- --- }�' '� 114.89' C10 _ ('2 - - - - - - - 98.47 L=75.97 �� "". p.U.E. 1 f 1 •� -------------- L=105.32' _ _ _ --'� 10' P.U.E.. - - - 10' -------------- ----- Separate ♦ Itrument) nsit L=16.42'P.D V.W..E. 1 1 (Separate Instrument) \ 20 1 O -a 1 0 � 1 t c• w w w oq 1 1� N l , i /� lock Creek 0 i\ iv `a 1 ° o CD x \ { 9 ble . C -G 3 r o 00 N rn 1 ` 4 1 Peb e 9 tion) ,`rte- '� `•ten 5 0 6 n W 1 �' G ; \` d fa�onStNc o ^o 0 0 1 1 t" 1 W N (t1n Z z z moo \ 1 i V 4651. P o B-iroc-k 35 �� \ o `\ Is Ct �'� � 6) UA", I I � 10' P.U.E. 238 19 County Clerk ( (Separate Instrument)II \ ------ 10' P.U.E. - - - - - - - - - - - - - - i 10' P.U.E.------ --------- - - - - - - - - - -------1-- Brazos County, Texas 4`��•�-r'�-- _--- - - - - �l'� -. 115.00' 115.00' 115.00' 115.00' 124.36' - - _ - - of N 847051" W - 584.36 1 \ Beginning (4421/24) Pebble Creek Development Co. �� QJ Remainc'er of 505.19 Acre Tract One ;; ` , r'' zrl = '�)'', 1 \ Vol. 1671, Pg. 276 s c a � 1 " ` a 1 GCs` C:l `L° a, � CURVE TA1a at CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD 'n Ln .. � 0 CERTIFICATE OF SURVEYOR C1 4'02'05" 1470.00' 103.52' 51.78' N 87'27'47" E 103.50',� ` L'.' ..W r.l C2 5'07 O1 " 1530.00 136.64' 68.37' S 88-00"15" W 136.60 LI_ TABLE r,5 W at _�, 1_1�- STATE OF TEXAS C3 83'27'12" 25.00' 36.41' 22.30' S 47'42'38" E 33.28' LINE BEARING DISTANCE ai W� _ at COUNTY OF BRAZOS " " 3 ,�, ". r l n '_" ._ 1 , a` cr- C4 90'02 11 25.00 39.29 25.02 N 52'56'56" E 35.37 L1 S 82'01'58" E 10.00' _ c u .1 u-, C5 41'24'35" 50.00' 36.14' 18.90' N 12'46.27" W 35.36' L2_ C �``' "• `-� �' I, Kevin R. McClure, Registered Professional Land S 04'33'15 E 60.00' fr a� n - �. a, u cl " W in Surveyor No. .5650, in the State of Texas, hereby certify• C6 262'49'09" 50.00' 229.35' 56.69' N 82'0 '09" W 75.00' - C_W.''1 r--4 Ln `r; " CJI n ` `' r•,r r':i c, that this plat is true and correct and was prepared f 0 C7 ,stir r,:l =, �oo 41'24 35" 50.00 36.14' 18.90' S 28'38.08" W 35.36 .a~ , , , �� r; a, an actual survey of the property and that pro `eft�f,' .,24R18T �{" C8 90'39'41_" 25.00' 39.56' 25.29' S 3724'00" E 35.56' iw �, �� M. IZ ''` � � Iw; markers Let and monuments were placed under fig' '00 9 • ' n r 1 ,, a,, a, a, ,, ;n,` supervision a ground. ):Y� , v d: C9 7'47'19" 1470.00 .199.83' 100.07 S 86'37'30" E 199.68 - :�• '�' �-� 4117109 KEVIN ...e�.., .., .: C10 724'15" 1530.00' 197.72' 99.00' S 85'44'06" E 197.58' L' "F ?mo i �� `)1 a 1=11_1 u•IC. Ke m R. cCi re, R.P.L.S. No. 5650 ;,rP , .' .a t c, atLn a 5660 .s: �8Let St0 QQ' SURf� 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, Brazos County, Texas and being part of the 505.19 Acre Tract One described in the deed from Young Brothers, Inc. Contractors to Pebble Creek Development Company recorded in Volume 1671, Page 276 of the Official Records of Brazos County, Texas (0 R.B.C.) and being more particularly described by metes and bounds as follows: BEGINNING: at a fo•Ind 1/2 -inch iron rod marking the southeast corner of Lot 1, Block 35, PEBBLE CREEK, PHASE 9-A subdivision as recorded in Volume 4651, Page 152 (O.R.B.C.); THENCE: along the southeast line of said PEBBLE CREEK. PHASE 9-A subdivision for the following. six (6) calls: 1) N 07' 58' 02" E for a distance of 155.73 feet to a found 1/2 -inch iron rod for comer, 2) S 82' 01' 58" E for a distance of 10.00 feet to a found 1/2 -inch iron rod for comer, 3) N 07' 58' 02" E for a distance of 190.00 feet to a found 1/2 -inch iron rod for comer, 4) S 82' 01' 58" E for a distance of 90.00 feet to a found 1 /2 -inch iron rod for corner, 5)N 23' 35' 09" E for a distance of 135.89 feet to a found 1/2 -inch iron rod for comer, 6) N 49' 53' 50" E for a distance of 180.00 feet to a found 1/2 -inch iron rod for comer, THENCE: through the interior of the said 505.19 acre tract for the following `our (4) calls: 1) S 49' 39' 55" E for a distance of 183.05 feet to a 1 /2 -inch iron rod set for corner, 2) S 34' 18. 00" E for a distance of 163.35 feet to a 1/2 -inch iron rod set for comer, ,3)S 00' 31. 10" E for a distance of 161.58 feet to a 1/2 -inch iron rod set for corner, 4) 103.52 feet in a counter -clockwise direction along the arc of a curve having a central angle of 04' 02' 05", a radius of 1470.00 feet, a tangent of 51.78 feet and a long chord bearing N 8T 27. 47" E at a distance of 103.50 feet to a 1/2 -inch iron rod set for the northwest corner of PEBBLE CREEK, PHASE 9-H subdivision, said iron rod also marking the northwest corner of St. Andrews Drive; THENCE: S 04' 33' 15" E for a distance of 60.00 feet to a 1/2 -inch iron rod set for comer marking southeast comer of said St. Andrews Drive: THENCE: through the interior of the said 505.19 acre tract for the following four (4) calls: 1) 136.64 feet in a clockwise direction along the arc of a curve having a central angle of 05' 07' 01". a radius of 1530.00 feet, a tangent of 68.37 feet and a long chord bearing S 88' 00' 15" W at a distance of 136.60 feet to a 3/4 -inch iron pipe set for the Point -of -Reverse Curvature; 2) 36.41 feet along the arc of said reverse curve having a central angle of 83' 27' 12", a radius of 25.00 feet, a tangent of 22.30 feet and a long chord bearing S' 47' 42' 38" E at a distance of 33.28 feet to a 3/4 -inch iron pipe set for the Point -of -Tangency; 3) S 05' 59' 02" E for a distance of 128.20 feet to a 1/2 -inch iron rod set for corner, 4) N 84' 30' 51" W for a distance of. 584.36 feet to the POINT OF BEGINNING and containing 5.971 acres of land, more or less. w Z 0io 2 q t Scale: 1" = 40' toz 0 to 1 N 82'01 58 W - •.�,.�- --- }�' '� 114.89' C10 _ ('2 - - - - - - - 98.47 L=75.97 �� "". p.U.E. 1 f 1 •� -------------- L=105.32' _ _ _ --'� 10' P.U.E.. - - - 10' -------------- ----- Separate ♦ Itrument) nsit L=16.42'P.D V.W..E. 1 1 (Separate Instrument) \ 20 1 O -a 1 0 � 1 t c• w w w oq 1 1� N l , i /� lock Creek 0 i\ iv `a 1 ° o CD x \ { 9 ble . C -G 3 r o 00 N rn 1 ` 4 1 Peb e 9 tion) ,`rte- '� `•ten 5 0 6 n W 1 �' G ; \` d fa�onStNc o ^o 0 0 1 1 t" 1 W N (t1n Z z z moo \ 1 i V 4651. P o B-iroc-k 35 �� \ o `\ Is Ct �'� � 6) UA", I I � 10' P.U.E. 238 19 County Clerk ( (Separate Instrument)II \ ------ 10' P.U.E. - - - - - - - - - - - - - - i 10' P.U.E.------ --------- - - - - - - - - - -------1-- Brazos County, Texas 4`��•�-r'�-- _--- - - - - �l'� -. 115.00' 115.00' 115.00' 115.00' 124.36' - - _ - - of N 847051" W - 584.36 1 \ Beginning (4421/24) Pebble Creek Development Co. �� QJ Remainc'er of 505.19 Acre Tract One ;; ` , r'' zrl = '�)'', 1 \ Vol. 1671, Pg. 276 s c a � 1 " ` a 1 GCs` C:l `L° a, � CURVE TA1a at CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD 'n Ln .. � 0 CERTIFICATE OF SURVEYOR C1 4'02'05" 1470.00' 103.52' 51.78' N 87'27'47" E 103.50',� ` L'.' ..W r.l C2 5'07 O1 " 1530.00 136.64' 68.37' S 88-00"15" W 136.60 LI_ TABLE r,5 W at _�, 1_1�- STATE OF TEXAS C3 83'27'12" 25.00' 36.41' 22.30' S 47'42'38" E 33.28' LINE BEARING DISTANCE ai W� _ at COUNTY OF BRAZOS " " 3 ,�, ". r l n '_" ._ 1 , a` cr- C4 90'02 11 25.00 39.29 25.02 N 52'56'56" E 35.37 L1 S 82'01'58" E 10.00' _ c u .1 u-, C5 41'24'35" 50.00' 36.14' 18.90' N 12'46.27" W 35.36' L2_ C �``' "• `-� �' I, Kevin R. McClure, Registered Professional Land S 04'33'15 E 60.00' fr a� n - �. a, u cl " W in Surveyor No. .5650, in the State of Texas, hereby certify• C6 262'49'09" 50.00' 229.35' 56.69' N 82'0 '09" W 75.00' - C_W.''1 r--4 Ln `r; " CJI n ` `' r•,r r':i c, that this plat is true and correct and was prepared f 0 C7 ,stir r,:l =, �oo 41'24 35" 50.00 36.14' 18.90' S 28'38.08" W 35.36 .a~ , , , �� r; a, an actual survey of the property and that pro `eft�f,' .,24R18T �{" C8 90'39'41_" 25.00' 39.56' 25.29' S 3724'00" E 35.56' iw �, �� M. IZ ''` � � Iw; markers Let and monuments were placed under fig' '00 9 • ' n r 1 ,, a,, a, a, ,, ;n,` supervision a ground. ):Y� , v d: C9 7'47'19" 1470.00 .199.83' 100.07 S 86'37'30" E 199.68 - :�• '�' �-� 4117109 KEVIN ...e�.., .., .: C10 724'15" 1530.00' 197.72' 99.00' S 85'44'06" E 197.58' L' "F ?mo i �� `)1 a 1=11_1 u•IC. Ke m R. cCi re, R.P.L.S. No. 5650 ;,rP , .' .a t c, atLn a 5660 .s: �8Let St0 QQ' SURf� 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, Brazos County, Texas and being part of the 505.19 Acre Tract One described in the deed from Young Brothers, Inc. Contractors to Pebble Creek Development Company recorded in Volume 1671, Page 276 of the Official Records of Brazos County, Texas (0 R.B.C.) and being more particularly described by metes and bounds as follows: BEGINNING: at a fo•Ind 1/2 -inch iron rod marking the southeast corner of Lot 1, Block 35, PEBBLE CREEK, PHASE 9-A subdivision as recorded in Volume 4651, Page 152 (O.R.B.C.); THENCE: along the southeast line of said PEBBLE CREEK. PHASE 9-A subdivision for the following. six (6) calls: 1) N 07' 58' 02" E for a distance of 155.73 feet to a found 1/2 -inch iron rod for comer, 2) S 82' 01' 58" E for a distance of 10.00 feet to a found 1/2 -inch iron rod for comer, 3) N 07' 58' 02" E for a distance of 190.00 feet to a found 1/2 -inch iron rod for comer, 4) S 82' 01' 58" E for a distance of 90.00 feet to a found 1 /2 -inch iron rod for corner, 5)N 23' 35' 09" E for a distance of 135.89 feet to a found 1/2 -inch iron rod for comer, 6) N 49' 53' 50" E for a distance of 180.00 feet to a found 1/2 -inch iron rod for comer, THENCE: through the interior of the said 505.19 acre tract for the following `our (4) calls: 1) S 49' 39' 55" E for a distance of 183.05 feet to a 1 /2 -inch iron rod set for corner, 2) S 34' 18. 00" E for a distance of 163.35 feet to a 1/2 -inch iron rod set for comer, ,3)S 00' 31. 10" E for a distance of 161.58 feet to a 1/2 -inch iron rod set for corner, 4) 103.52 feet in a counter -clockwise direction along the arc of a curve having a central angle of 04' 02' 05", a radius of 1470.00 feet, a tangent of 51.78 feet and a long chord bearing N 8T 27. 47" E at a distance of 103.50 feet to a 1/2 -inch iron rod set for the northwest corner of PEBBLE CREEK, PHASE 9-H subdivision, said iron rod also marking the northwest corner of St. Andrews Drive; THENCE: S 04' 33' 15" E for a distance of 60.00 feet to a 1/2 -inch iron rod set for comer marking southeast comer of said St. Andrews Drive: THENCE: through the interior of the said 505.19 acre tract for the following four (4) calls: 1) 136.64 feet in a clockwise direction along the arc of a curve having a central angle of 05' 07' 01". a radius of 1530.00 feet, a tangent of 68.37 feet and a long chord bearing S 88' 00' 15" W at a distance of 136.60 feet to a 3/4 -inch iron pipe set for the Point -of -Reverse Curvature; 2) 36.41 feet along the arc of said reverse curve having a central angle of 83' 27' 12", a radius of 25.00 feet, a tangent of 22.30 feet and a long chord bearing S' 47' 42' 38" E at a distance of 33.28 feet to a 3/4 -inch iron pipe set for the Point -of -Tangency; 3) S 05' 59' 02" E for a distance of 128.20 feet to a 1/2 -inch iron rod set for corner, 4) N 84' 30' 51" W for a distance of. 584.36 feet to the POINT OF BEGINNING and containing 5.971 acres of land, more or less. GENERAL NOTES 1. ORIGIN OF BEARING SYSTEM: Monuments found and record bearings along the southeast line of PEBBLE CREEK, PHASE 9-A recorded in Volume 4651, Page 152 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 43041CO205 D, effective February, 2000, this property is 'not located in a 100 -year flood hazard area. 3. Limits of the base flood as determined by the project drainage report (October, 2007) in accordance with the City of College Station Drainage Policy & Design Standards. indicates base flood elevations determined in accordance with the 23 requirements of the City of College Station Stormwater Management Ordinance. Proiect Benchmark: City of College Station 1994 GPS Control Monument No. 156 based on Texas State Plane, Central Zone, NAD -83 datum. Elev: 259.09 (NGVD 1929) 4. The building setback requirements are established by the City of College Station Unified Development Ordinance 2617. 5. All distances shown along curves are arc lengths. 6. Lots fronting on St. Andrews Drive (Lots 2. thru 6, Block 35) shall have Driveway access (backing maneuvers) minimized by requiring a turn=around _ area on each lot. Lots 2 & 6, Block 50 shall take driveway access from Bethpage Court. I 7. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods. O Indicates 3/4" Iron Pipe set O Indicates 1/2" Iron Rod found 6) PK Nail Control Monuments set in Asphalt Pavement, at Intersections and the radius of culdesacs. 7. Abbreviation: H.O.A. - Homeowner's Association P.U.E. - Public Utility Easement P.D.E. - Public Drainage Easement V.W.P.D.E. - Variable Width Public Drainage Easement oil 1111111IF"It ME PE'BBLJF CRS; P ASE�; 9 5.971 ACRES LOTS 2-6, BLOCK 35 LOTS 1--7 BLOCK 50. S. W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXA DECEMBER, 2007 SCALE.• 1' = 40' Owner: Surveyor. Pebble Creek Development Co. McClure & Browne Engineering Surveying, Inc. 4500 Pebble Creeek Pkwy. 1008 Woodcreek Dr.. Suite 10 College Station, TX 77845 College Station; Texas 77845 lel (979) 690-0992 (979) 693-3838 1ia 0650012-FP.dw9 0'00'25" Z O 8 q Scale: 1" = 40' GENERAL NOTES 1. ORIGIN OF BEARING SYSTEM: Monuments found and record bearings along the southeast line of PEBBLE CREEK, PHASE 9-A recorded in Volume 4651, Page 152 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 43041CO205 D, effective February, 2000, this property is 'not located in a 100 -year flood hazard area. 3. Limits of the base flood as determined by the project drainage report (October, 2007) in accordance with the City of College Station Drainage Policy & Design Standards. indicates base flood elevations determined in accordance with the 23 requirements of the City of College Station Stormwater Management Ordinance. Proiect Benchmark: City of College Station 1994 GPS Control Monument No. 156 based on Texas State Plane, Central Zone, NAD -83 datum. Elev: 259.09 (NGVD 1929) 4. The building setback requirements are established by the City of College Station Unified Development Ordinance 2617. 5. All distances shown along curves are arc lengths. 6. Lots fronting on St. Andrews Drive (Lots 2. thru 6, Block 35) shall have Driveway access (backing maneuvers) minimized by requiring a turn=around _ area on each lot. Lots 2 & 6, Block 50 shall take driveway access from Bethpage Court. I 7. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods. O Indicates 3/4" Iron Pipe set O Indicates 1/2" Iron Rod found 6) PK Nail Control Monuments set in Asphalt Pavement, at Intersections and the radius of culdesacs. 7. Abbreviation: H.O.A. - Homeowner's Association P.U.E. - Public Utility Easement P.D.E. - Public Drainage Easement V.W.P.D.E. - Variable Width Public Drainage Easement oil 1111111IF"It ME PE'BBLJF CRS; P ASE�; 9 5.971 ACRES LOTS 2-6, BLOCK 35 LOTS 1--7 BLOCK 50. S. W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXA DECEMBER, 2007 SCALE.• 1' = 40' Owner: Surveyor. Pebble Creek Development Co. McClure & Browne Engineering Surveying, Inc. 4500 Pebble Creeek Pkwy. 1008 Woodcreek Dr.. Suite 10 College Station, TX 77845 College Station; Texas 77845 lel (979) 690-0992 (979) 693-3838 1ia 0650012-FP.dw9