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HomeMy WebLinkAboutDrawings1 I , .Lot 66 0.751 Ac SEE SHEET 2 ,__ --` 114.22 �' ,, Lot 80 / 0.480 Ac. / / I - -" 90 g3 , „ W - 258.47297.24 ' 43 20 43 2 \ - / /0 \ _ _ 0�� -- - - - 103.31' - - - - -90.00 10 P.U.E. _ _ _ _ _ _ _ 53-32 N 49' - - - - 95.00' 54.97 - - L=51' - L=3671 I C8 I S 49' ♦ ♦ \ \ N " , o Scale: 1 =60 \0-0 23 �• l 2p 30.3 „ �o N 39'34'55" W - 343.28' C32 _ 250.00' _ - Rint Hills Drive 49 43'20„ E 135 00"_ --' I ♦ \ \ 0 31 S 50 R. r - _ I MI N 0 _. -- I j 15. I I o \ \ ------- S 39'34'55" E - 68.34 _-- 110.00 --- - --- 387.72' .- - id • • p o � �a; I 109.77_--- -- 99.61 _- "� --- --. v / IM I I Lot 1 N1 Lot 67 0 0.950 Ac ♦ \ �` +h 0 4 81 / / 476 Ac. / / nI 10 P.U.E. \ I I0I I o I_ 0.404 Ac. 1,10 230.1 � N 1 I t I Nl N 2p 3p,33h / v / W / / 3 in o "00 I o i Lot 20 I I 0.433 Ac " - . W I 5`36'�S" E = 34� 61'- ^ N N/ 0 0 Lot 1 N o Lot 2 N o 0'00 �0 �) Lot 3 N 0 Lot 4 rn �- i N 41'4757 155.66 _.-._. -. ♦ \ 01, / / o / 0.353 Ac o 0.354 Ac o d 0.353 Ac o 0.381 Ac. / v N , I �I I I ♦ \ �oo � 22 / `° /IV5 N N Vt $ I '`� I ♦ \ \ �� / / ►� / / v Lot 82 / l 24•p I ^ /A, � / � ' / OI o o I ♦ a' o 1P °� 0 \ ^ - 0.472 Ac. 20_P.U.E------------- 14 . /�ry�, 4 1 �• �/ � �� u 'r, - ♦ ♦ � - \ \ ° 11 N �� -- N 2p _-- - -- 134.55' 110.00' -------/�� / 109.77' 88.23' /• / / 0.372 Ac / p L35 68 c. \ °� opo ♦ \N \ 2 ;� �/ l 3p 33" / 2 N - 84.00' - - - - 90.00 - - - 90.00' - - - - - - - 178.55' - - - - - -� / N 2p4.1 l l (V 3 + o / / Lot 19 / /^ / / 63 �� 0.349 Ac• ,� -20-- S's fgp w w w .block , , oy �/ o l Lot 83 / l / o g o 0 o g Lot 5 �o`a ,o"' y°j/ °�� y /� / 8 / / ZE2S'1g=• E \ N 0.465 Ac. / Lot 8 0.341 Ac in in in N Lot 7 N Z 9 N 0.289 Ac. 0.406 Ac // �� ��� �/ p00 F /� // / _ 426 48, �♦ t o / if) � '- � '- /• / Lot 3 N / / 3p 33" �o z Z z / / /°,ry / / Lot 18 `1' / 0.446 Ac /,°� / i ♦ /ryh • 13 / 4i I'1' l l 2pD,g3, I / °j�/ 0.306 Ac. `��/ /r ,Q, _ -97.31' - 10 P.U.E. - - 90.00' - -1- - - i-0.6-01 - // S, / 7 50.08' VN / �p, /O A, / w X60 o o L 69 V / N 39.34'55" W - 327.39' V AOoo'F /�h.�ojOQ 0• //^// 1.390 Ac. _ l ,, Lot 84 / Hawks Ridge Dave l 6.35 0.460 Ac / 50 R.O. W. /� Lot v/ N,// N S / N &16 S 20 39.34'55 E - 330.43' C24 Z5 0.282 ALot � // 0.386 Ac / // 956 / ► , ' 3p,33" /oo G _ - - 83.94 - - - 'Q/ 9,7p• 110.00'- - - - 105.00 - - - 31_49 10 P.U.E. 1 \ -,4140.30' 1' 0p /p '�`�/ D( 3A7• �-moi Q /o / 3 /� 12 v °' ' l QR�soOS?y , 00 if) -0 I � io U-)0 � o /<v QD Lot 85 / .� / � o Ac o io N Lot 12 o � o � ood. Lot 13 O Lot 14 o .- � ro r <o / �/ p av �.`'� of J Lot 70 i n.t. 0.436 N 15.47 / h N ` 0.403 Ac. d" --- I R o b '- N N 0.354 Ac `f 0.337 Ac b '- b '- cn to Lot 15 N ui `�' �/ / ,O� 0.304 Ac. N Lot 16 /h`�' Y Lot 5 0 to •- 0.319 Ac. "� / / a d / 0.507 Ac Q y1 R• ,��' Q • 0' / •. / 1.111 Ac. / �O I 3p 33ti4u L 1 --- ---------- 150.15' ao I I -_116.65_--- -_100.00' i - - - - - 20 P.U.E. ---------- 110.00' 105.00' - - - - - _-- _-100.00' ---- 100.00'--- ---- /� �/ " / �� 103.1 Z' - ---118.78_---- / 6282, ly A - - / / �'� / / F N, fps SO�9, G / A�`• e e reek Parkw Congressional 'a n Lot 86 /,� �, l N 0.432 Ac. w w w / .Lot 71 w w / / 0.925 Ac /�. + / k m .� e oX tof o O o O a O o O o �/ �O / gyp, / •K 8 (✓ n'w :.� Lot 11 o Lot 10 Qc try N ( � o Lot 9 Lot 8 N N O ;O Lot 6 /�� v N C1 LOt 7 N 0.564 Ac. _ ate, i I►� l 0.427 Ac. o 0.321 Ac. o ;� 0.321 Ac 0 r 0.321 Ac 0 0.382 Ac o /off,' ��/ 15.93' � I to F ��/ / nea r circle m V^ N 41'07' 16" W' I Z z z "i /i z z / 148.07 // U o c `o Ops \��------,---------- \ 94.87 100.00 ---- ;--------,--- 100.00 100.00 - 10 P.U.E.--------------�/ / 118.78 120.30 ,� / Lot 72 1.088 Ac `/� / ��0��0� Q' /� q0; u `° 10 I/ Lot 87 'R N 39'34'55" W - 633.94' / / `e 0 0.0.496 Quarry Oaks Drive l V-GCo\0e State Highway 8 Ac \ 77.88 100_00 50 R.O.W. N 39'34'55" W - 606.04, 100.00 N/ / N 123_16 S r 3 rr A9„ •�o k oak / �� / VICINITY MAP \ \ L=12.34' - - - -- -- ---100_00 -- 10 P.U.E. ---105_00 ------- --- ? �\ 3 4��3• e \ ti��o o // ry o), to- Ln- tn- LO in- / �\ ✓ Lot 88 ^o o 0.575 Ac Lot 90 0 o Lot 91 Lot 92 b -,0n -,0n o h V) cNo l Common Area Lot 93 N o Lot 94 I u od1 Lot 73 / 1.102 N o Lot 89 o T 0.344 Ac 0.385 Ac. � N o N o o r 0.344 Ac o 0.344 Ac to to N o 0.362 Ac o 0.472 Ac I -i ,� I t° in Ac. / CERTIFICATE OF SURVEYOR AND/OR ENGINEER 19.21 � 1 co V) ` I N fn (n fn • I / � �� Common Area / ' STATE OF TEXAS w \ S 82'13 42 E- 56.39 N 50'25'05" E I Off+ lJ� / COUNTY OF BRAZOS J ---------------------------'--------_--- 155.41' 132.94' 100.00' 10 P.U.E. - ----- 100.00' 100.00' 31st' 4 - I '--'-------------- ----------------- 105.00' 98.56' 41.44' 6 4 ' / - - _ J -- 3 ' 1 Kevin R. McClure, , Registered Professional Land Surveyor No. 5650 in the State of Texas, hereby certify that this la ' Y Y plat true and correct and was 04 „ S 39'34 55 E - 1944.11 N •25'05" E' 31.91' N 39 3455 , „ W - 302.62' / • ' 1 prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. m VPoint of + N Bbyfining pebble creek Paf*wal � � 1 Kevin R. McClure, R.P.L.S. No. 5650 R.O.W. 100' Wide Gulf States Utilities Co. Easement (130/152) rn �100' i ------------------------------------------------------------------ --------------------------------------- W - ------------------------ CERTIFICATE OFTH E COUNTY CLERK - - - - - - - - - - - - - - - - - - - - - - - - - - - - h - - - STATE OF TEXAS �Q 60' Clajon Gas Co. Easement (473\65) 20' City of College Station Easement (713/687) COUNTY OF BRAZOS m ---------------------------------------------------------------- 60' -------------------------------------------- Exxon Pipeline Co. Easement (49/25 & 959/149) _ ------------------ 1, Karen McQueen. County Clerk, in and for said County, do hereby certify that this plat together with its certificates of authentication was filed for FINAL PLA T c record in my office the day of 20 in the Official Records of Brazos County, Texas in Volume . Page _ - - - - - - - -N 39135104" W - 2003 5j - - - - - 11 / 14 i t - L5 - - 16 - - 17 � - - - - �\ \ t / - 18 19 , t Lot 67 Witness my hand and official Seal, at my office in Bryan, Texas. P-EBBL-E CREEK B/ock 47 i l l B/ock 47 i � � � t !. }B/ock 46 Pebble Creek Subdivision Phase 9-E (7311/267) / Pebble Creek Subdivision Phase 9-D (7655/245) County Clerk Brazos County, Texas PIAS 7 D � CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS 55.025 A CRSS STATE OF TEXAS COUNTY OF BRAZOS CERTIFICATE OF CITY ENGINEER LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared CERTIFICATE OF PLANNING AND ZONING COMMISSION LOTS 4-25, BLOCK 62, LOTS 1=8, BLOCK 63 known to me to be the person whose We, Pebble Creek Land Compowners and developers of the land name is subscribed to the foregoing instrument, and acknowledged to me 1, Chairman of the Planning and Zoning Commission the City College Station, hereby certify that the I, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms AND LOTS 1-20, BLOCK 64 shown on this plat, and designated herein as the PEBBLE CREEK PHASE 7-D that he executed the Station, Texas, is some for the purpose and consideration therein stated. attached plat was duly approved b by the Commission on the day of to the requirements of the Subdivision Regulations Coi,ege Station. of the City of S. W. ROBERTSON SURVEY, A-202 Subdivision to the City of College and whose name: subscribed hereto, hereby dedicate to the use of the public forever, all Given under my streets, alleys, parks, greenways, infrastructure, easements, and public places 20 hand and seal on this day of COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2014 thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. City Engineer SCALE- I" = 60' Chairman City of College Station Notary Public, Brazos County, Texas Owner: Surveyor: Pebble Creek Land Company McClure & Browne Engineering/Surveying, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 Owner College Station, TX 77845 College Station, Texas 77845 OF 2 SHEETS (979) 690-0992 (979) 693-3838 (tel " LTJ 10650019-fp.dwg Al AY Inset A , , ��^ Scale: I f I I I II I I I I � � � I 88 I I -1 2 J 4 l d 1 6 1 7 8 9 --_ 1•=so' --� - - - - - -S 39'34'55"E - 1110.76'- - - - - - - - - v------- '_ - - 10' P.U.E. 1Mrt.r ,_ I Pebble creek Porkwoy City of College station 100' R.O.W. N (2324/199) 1 Control Monument No.156 100' Wide Gulf States Utilities Co. Easement (130/152) m ------------------------ ----------------------------------------------------------------------- kl 20' City of College Station Easement (713/687) - It ,h Easement 473 65 dwSim 60 Clajon Gas Co. Easem ( \ ) _ _ _ _ _ Phow 4-B -- - - - -- - -------------------------------- ------------ :� S 5623'17" W - 57.70' 60' Exxon Pipeline Co. Easement (49/25 & 959/149) I p 10' P.U.E. r--N39'35'04"W-2003.85'- �, ---------- J1A i44 294 284 I 27A 261 I 2/N 231 2?A 2fA I \ � fift* 4T1� \ 1 1 ObaF AJ Amiv&V Pkt I '�(g►11 J ( I % I I I Kinloch Drive , i -ion 50' R.O.W. Block Stds10 ) 15P�0.S 39'34'55" E 116.56Geek2151/158 ble (' 02131/ CURVE TABLE CURVE LINE TABLE LINE LENGTH BEARING CHORD BRG. DISTANCE L1 N 41'51'36" E 49.10' L2 N 2757'44" E 123.33' L3 N 62' 14'00" E 98.48' L4 N 58'38'40" E 93.29' L5 N 70' 17'00" E 64.82' L6 N 6749'37" E 105.22' L7 N 3532'18" E 21.93' L8 S 49'43'20" E 114.84' L9 S 30'37'24" E 60.20' L10 S 40'16'40" W 28.96' L11 S 40'16'40" W 25.45' L12 N 40'16'40" E 18.21' Al AY Inset A , , ��^ Scale: I f I I I II I I I I � � � I 88 I I -1 2 J 4 l d 1 6 1 7 8 9 --_ 1•=so' --� - - - - - -S 39'34'55"E - 1110.76'- - - - - - - - - v------- '_ - - 10' P.U.E. 1Mrt.r ,_ I Pebble creek Porkwoy City of College station 100' R.O.W. N (2324/199) 1 Control Monument No.156 100' Wide Gulf States Utilities Co. Easement (130/152) m ------------------------ ----------------------------------------------------------------------- kl 20' City of College Station Easement (713/687) - It ,h Easement 473 65 dwSim 60 Clajon Gas Co. Easem ( \ ) _ _ _ _ _ Phow 4-B -- - - - -- - -------------------------------- ------------ :� S 5623'17" W - 57.70' 60' Exxon Pipeline Co. Easement (49/25 & 959/149) I p 10' P.U.E. r--N39'35'04"W-2003.85'- �, ---------- J1A i44 294 284 I 27A 261 I 2/N 231 2?A 2fA I \ � fift* 4T1� \ 1 1 ObaF AJ Amiv&V Pkt I '�(g►11 J ( I % I I I Kinloch Drive , i -ion 50' R.O.W. Block Stds10 ) 15P�0.S 39'34'55" E 116.56Geek2151/158 ble (' 02131/ CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 28'27' 10" 905.00' 449.42' 229.44' N 49'44' 10" E 444.81' C2 94' 14'26" 25.00' 41.12' 26.92' S -r32'1 7" W 36.64' C3 36'23'58" 450.00' 285.88' 147.95' S 68'37'04" W 281.10' C4 46'32'22" 460.00' 373.64' 197.82' N 63'32'52" E 363.46' C5 14'22'50" 690.00' 173.18' 87.05' S 4728'05" W 172.73' C6 14'22'50" 750.00' 188.24' 94.62' S 4728'05" W 187.75' C7 90'00'00" 25.00' 39.27' 25.00' S 85'16'40" W 35.36' C8 90'00'00" 25.00' 39.27' 25.00' N 4'43'20" W 35.36' C9 46'32'22" 400.00' 324.91' 1 172.02' N 63'32'52" E 316.05' C10 15'14'34" 510.00' 135.68' 68.24' S 79'11'46" W 135.28' C1.1 68'50'36" 25.00' 30.04' 17.13' S 7400'13" E 28.26' C12 100'01'15" 25.00' 43.64' 29.80' N 10'25'42" E 38.31' C13 10'01'15" 510.00' 89.20' 44.71' S 55'25'42" W 89.08' C14 109'04'22" 100.00' 190.37' 140.38' S 14'57'16" W 162.90' C15 109'04'22" 50.00' 95.18' 70.19' S 14'57'16" W 81.45' C16 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' C17 109'04'22" 25.00' 47.59' 35.10' S 14'57'16" W 40.72' C18 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' \ clock Subdivision 11 \. \ pebble creek (121.511110) phase 75 3535'31'31 " £ 22l A \ 2M 8 j� �v I l� Lot 76 ' 0.441 Ac. AN ''- 4d ,� o 1' 4',� � 5 P•D.E. of o Lot 81 0.476 Ac. CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C19 109'04'22" 25.00' 47.59' 35.10' S 14'57'16" W 40.72' C20 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' C21 105'53'57" 25.00' 46.21' 33.12' S 13'22'03" W 39.91' C22 10'26'54" 525.00' 95.74' 48.00' N 61'24'26" E 95.60' C23 12'52'47" 475.00' 106.73' 53.61' N 63'26'57" E 106.51' C24 29'35'31" 50.00' 25.82' 13.21' N 24'47'10" W 25.54' C25 112'47'03" 65.00' 127.95' 97.80' S 66'22'56" E 108.27' C26 29'35'31 " 50.00' 25.82' 13.21' S 72'01' 17" W 25.54' C27 53'36'02" 50.00' 46.78' 25.26' S 66'22'56" E 45.09' C28 4632'22" 125.00' 101.53' 53.76' N 63'32'52" E 98.77' C29 4632'22" 75.00' 60.92' 32.25' N 63'32'52" E .59.26' C30 90'00'00" 25.00' 39.27' 25.00' S 85' 16'40" W 35.36' C31 79'51'36" 25.00' 34.85' 20.93' N 0'20'52" E 32.09' C32 10'08'24" 500.00' 88.49' 44.36' S 44'39108" E 88.37' C33 41'24'35" 50.00' 36.14' 18.90' N 1852'38" W 35.36' C34 262'49'09" 50.00' 229.35' -56.69' N 50'25'05" E 75.00' C35 41'24'35" 50.00' 36.14' 18.90' S 60'17'13" E 35.36' - - - r -- I peb I phase_ 7, C I-V �57S ;E _26 ' � - 10' P.U.E. � joy - , ¢�,O 3I I L9 col M t,� �� vJ i! i' I 1 I I. IM 10 1`" I V/% Lot 4 i o I� I 3 J1 0.370 Ac 6 N � ' ' i ^ ^ N I Lot 59, °' 1 I 0.666 Ac 31 W 227 154.01' oI o ti 2.2- � " W. N 32-2,3'.51- M to " 285.11' to I °►�° �' toI S 45'00'57 E- o� 001 14i I Z 18.54' Lot 5 I I I°- 0.376 Ac N I o: o d I Lot 60► N to 0.706 Ac. I a,I �I qq I of I I a ,\ `0 0 ' 1 28 2 27 X10^ P U.E/44n%\ - t R 109_77' - - - - - 99.61' 0 P.U.E. SEE SHEET I 1 I _ Scale: 1"=60' I I I Ito to I II 225 _ I I0 - I0 W to d Lot 67 0.950 Ac. 230.1 � I c 0 o I � joy 3I I q)p M t,� �� vJ i! i' I 1 I I. IM 1`" I I I I I� I� I ILn 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 76:927 acre Tract 2-B described in the deed from Pebble Creek Development Company to Pebble Creek Land Company recorded in Volume 11447, Page 250 (O.R.B.C.) and being more particularly described by metes and bounds as follows: BEGINNING:. at a found 1/2 -inch iron rod marking the common most southerly corner of Lots 9 and 10, Block 43, PEBBLE CREEK PHASE 7-A Subdivision as recorded in Volume 3591, Page 235 (O.R.B.C.), said iron rod also being in the northeast line of the called 27.29 acre City of College Station tract described in the deed recorded in Volume 1029, Page 13 (O.R.B.C.); THENCE: along the southeasterly line of said PEBBLE CREEK PHASE 7-A Subdivision for the following eleven (11) calls: 1) N 41` 51' 36" E for a distance of 49.10 feet to a found 1/2 -inch iron rod for corner, 2) N 27 57' 44" E for a distance of 123.33 feet to a. found 1/2 -inch iron rod for corner, 3) N 62' 14' 00" E for a distance of 98.48 feet to a found 1/2 -inch iron rod for corner, 4) N 50' 25' 31" E for a distance of 150.44 feet to a found 1/2 -inch iron rod for corner, 5) N 58' 38' 40" E for a distance of 93.29 feet to a found 1/2 -inch iron rod for comer, 6) N 70' 17' 00" E for a distance of 64.82 feet to a found 1/2 -inch iron rod for comer, 7)N 67 39' 20" E for a distance of 186.18 feet to a found 1/2 -inch iron rod for comer, 8) N 68' 32' 58" E for a distance of 291.60 feet to a found 1/2 -inch iron rod for corner, 9) N 72' 32' 39" E for a distance of 201.84 feet to a found 1/2 -inch iron rod for corner, 10) N 67 49' 37" E for a distance of 105.22 feet to a found 1/2 -inch iron rod for corner, and 11) N 35' 32' 18" E for a distance of 21.93 feet to a found 1/2 -inch iron rod for comer, THENCE: through the interior of the said 76.927 acre Pebble Creek Land Company tract for the following eight (8) calls: 1) S 35' 31' 31" E for a distance of 220.78 feet to a found 1/2 -inch iron rod for corner, 2) S 42' 45' 01" E for a distance of 309.43 feet to a found 1/2 -inch iron rod for corner, 3) S 49' 43' 20" E for a distance of 114.84 feet to a found 1/2 -inch iron rod for corner, 4) 449.42 feet in a clockwise direction along the arc of a curve having a central angle of 28' 27' 10", a radius of 905.00 feet, a tangent of 229.44 feet and a long chord bearing N 49' 44' 10" E at a distance of 444.81 feet to a found 1/2 -inch iron rod for corner; 5) S 39' 34' 55" E for a distance of 116.56 feet to a found 3/4 -inch iron pipe marking the Point of Curvature of a curve to the right, 6) 41.12 feet along the arc of said curve having a central angle 94' 14' 26", a radius of 25.00 feet, a tangent of 26.92 feet and a long chord bearing S 07 32' 17" W at a distance of 36.64 feet to a found 3/4 -inch iron pipe for corner, 7) S 30' 37' 24" E for a distance of 60.20 feet to a found 1/2 -inch iron rod for corner, and 8) S 45' 00' 57" E for a distance of 267.20 feet to a found 1/2 -inch iron rod in the east line of the said 76.927 acre tract and the west line of the called 1265.370 acre City of College Station Lick Creek Park tract recorded in Volume 488, Page 756 of the Brazos County Deed Records (B.C.D.R.), THENCE: along the common line of the said 76.927 acre tract and the said west line of the City of College Station Lick Creek Park tract for the following three (3) calls: 1) S 44 58' 54" W for a distance of 718.91 feet to a found 1/2 -inch iron rod for comer, 2) S 27 48' 54" W for a distance of 536.67 feet to a found 1/2 -inch iron rod for comer, and 3) S 86' 48' 54" W for a distance of 711.81 feet to a found 1/2 -inch iron rod marking the southwest corner of the said 76.927 acre Pebble Creek Land Company tract and the upper southeast corner of the beforesaid 27.29 acre City of College Station tract (1029/13); THENCE: N 39' 34' 55" W along the common line of the said 76.927 acre and 27.29 acre tracts for a distance of 302.62 feet to a 1/2 -inch iron rod set for corner; THENCE: S 50' 25' 05" W through the said 27.29 acre City of College Station tract for a distance of 166.10 feet to a found 1/2 -inch iron rod marking the north comer of Lot 67, Block 46, PEBBLE CREEK PHASE 9-D Subdivision as recorded in Volume 7655, Page 245 (O.R.B.C.), the northeast corner of St. Andrews Drive (based on a 60 -foot width) and being in the southwest line of the said 27.29 acre tract; THENCE: N 39' 35' 04" W along the before -mentioned southwest line, said line being common with the northeast line of PEBBLE CREEK PHASE 9-D Subdivision, the northeast line of PEBBLE CREEK PHASE 9-E Subdivision as recorded in Volume 7311, Page 267 (O.R.B.C.) and the northeast line of PEBBLE CREEK PHASE 9-C Subdivision according to the Amending Plat recorded in Volume 11176, Page 190 (O.R.B.C.) for a distance of 2003.85 feet to a found 1/2 -inch iron rod marking the north corner of said PEBBLE CREEK PHASE 9-C Subdivision, said iron rod also being in the southeast line of PEBBLE CREEK PHASE 4-13 Subdivision as recorded in Volume 2324, Page 199 (O.R.B.C.); THENCE: N 50' 19' 50" E along the said southeast line of PEBBLE CREEK PHASE 4-B for a distance of 166.18 feet to a found 1/2 -inch iron rod marking the west comer of Lot 1, Block 43 of said PEBBLE CREEK PHASE 7-A Subdivision, said iron rod also being in the before -mentioned northeast line of the 27.29 acre City of College Station tract (1029/13); THENCE: S 39' 34' 55" E along the southwest line of said PHASE 7-A and the northeast line of the said 27.29 acre tract for a distance of 1110.76 feet to the POINT OF BEGINNING and containing 55.025 acres of land, more or less. GENERAL NOTES 1. ORIGIN OF BEARING SYSTEM: ORIGIN OF BEARING SYSTEM: Bearings are Texas State Plane, Central Zone NAD83 datum, based on 1994 City of College Station GPS Control Monument No. 256 and No. 156 (S 38' 16'03" E). 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041 CO350E, Map Revised May 16, 2012, a portion of this property is located in the Special Flood Hazard Area Zone AE. 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. 23 indicates base flood elevations determined in accordance with the requirements of the City of College Station Stormwater Management Ordinance. Oindicates minimum habitable finish floor elevations (N.G.V.D.) commensurate with the requirements of the City of 223 College Station Stormwater Management Ordinance. Project Benchmark: City of College Station 1994 GPS Control Monument No. 256 based on Texas State Plane, Central Zone, NAD -83 datum. Elev: 274.91 (NAVD 1988) 4. The building setback requirements are established by the City of College Station Unified Development Ordinance. 5. All distances shown along curves are arc lengths. 6. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods. 0 Indicates 3/4" Iron Pipe set O Indicates 1/2" Iron Rod found O PK Nail Control Monuments set in Asphalt Pvmt., at Q Intersections and the q radius of culdesacs. 7. Abbreviation: C.A. - Common Area C.E. - Conservation Easement 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 8. No construction or fencing shall impede, constrict; or block the flow of water in any easement or natural drainage course including floodplain areas. No privacy fences are allowed within the floodplain. 9. No modification of floodway is allowed including fill, landscaping or fencing. 10. All underground utilities within floodway areas must be installed by bore. 11. Common Area to be owned and maintained by the Homeowners' Association. 12. Current Zoning: R-1 Average Lot Size: 0.51 Ac. ROW Dedication: 4.6 Ac. 13. The Parkland Dedication for 3,630 dwelling units was made on Feb. 8, 1988 in accordance with the Special Warranty Deed of Parkland to the City of College Station recorded in Volume 1029, Page 13. 17 FINAL PLA T P,EBBL.E CRZEK P1YAx5._3`_vr_j_1 7- D 55.025 ACRES LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 S W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2014 SCALE- I' = 60' Owner:Surveyor: Pebble Creek Land Company McClure & Browne Engineering/Surveying, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 1065001 I - 1 -- -- -- --�- -- SHEET 3 1 1 \ Kinloch Drive , I I I e 1 Lot 4 i 0.370 Ac. Lot 59 1 Piping Rock Ct. - - - - ----. - - ----- -- - 0 0.666 Ac, 1 Lot 5 1 0.376 Ac. Lot 60 , I / 0.706 Ac. 1 -1- ° 1 1 I � ♦ I Lot 6 • 1 I 1 I Sage Valley Court - - 0.389 Ac Lot 61 0.769 Ac o 1 \ 1 I ' �o 1 Spanish. Bay Ct. - - I Block ^ 1 Subdl►'Ision Lot 7 - - - 1 I le Creek 1/ 110) 0.390 Ac Lot 62 a� a � Pebble 1213 L o ao 1 1 Phase 7'C 0.762 Ac. v �' Lot 8 r 1 1 Lot 76 Lot 23 0.394 Ac. Lot 63 1 - - - - - - - - - - 0.441 Ac Lot 25 Lot 24 0.331 Ac 0.737 Ac 0.308 Ac 0.287 Ac r 1 / 1 2 Lot 2 cl E - 56, 1 I 0.ot 2 Lot 9 O S 49.43' 2'4' 20 I 1 Lot 77 0.358 Ac 1 0.477 Ac Bandon Dunes Ct. J LOf 64 1 0.712 Ac 1 1 Ganton Ct. ' 1 Lot 78 .401 0 D 4g' 43' 20j E - 265 10 1 - - , - - - - 0.470 Ac Lot 18 Lot 19 Lot 1 'p S 1 I Q 1 0.392 Ac. 0.305 Ac Lot 20 Lot 65 I y� 1 0.298 Ac. 0.697 Ac 1 Lot 79 D • 1 0.529 Ac Lot 11 Lot 12 0 459 Ac lz♦ ♦ 1 - - - - - 9' Q - - -1-- - - Lot 17 Lot 16 Lot 15 Lot 14 0.298 Lot 1�3 0.302 Ac Lot 66 0.361 Ac. 0.289 Ac 0.305 Ac 0.304 Ac 0.751 Ac .• Lot 80 , 1 0.480 Ac. , F/int Hi//s Drive Lot Ct. - - -� - - Lot 81 Laurel Valley C Lot 1 0.950�� 0.476 Ac. 0.404 Ac Lot 20 Lot 1 Lot 2 Lot 3 Lot 4 0.433 Ac ♦ 1 0.353 Ac 0.354 Ac 0.353 Ac 0.381 Ac I]1 �\ I L4 82 Lot 2 1 0.472 Ac. - _ . Lot 68 • 1 0.372 Ac• 1.353 Ac Lot 19 ° - - - 0.349 Ac ` Lot 83 v Lot 8 Lot 7 Lot 6 0 4os A. , 1 I I 0.465 Ac. J 0.341 Ac. 0.289 Ac. 0.289 Ac Lot 3 i I , K� Lot 18 0.446 Ac • 1 Q 0.306 Ac Lot 69 ° 1 - - - ` Lot 84 1.390 Ac r Be/%rive Bend Dr. ` f - 0.460 Ac. �' Howks Ridge -Drove Lot 17 tot 4 1 - - - / 0.282 Ac 0.386 Ac � t 85 <� Lo Lot 12 Lot 13 Lot 14 / i ' ► 0.436 Ac, a Lot 15 Lot 16 Lot 5 Lot 70 _ 0.403 Ac 0.354 Ac 0.337 Ac 0.304 Ac 1.111 Ac. 0.319 Ac 0.507 Ac a 1 ' Lot 86 •i s r 1 s s L - 1 0.432 Ac 0.92.92 71 5 Ac / • Lot 11 Lot 10 Lot 9 Lot 8 Lot 7 Lot 6 1 0.427 Ac. 0.321 Ac. 0.321 Ac 0.321 Ac 0.382 Ac 0.564 Ac. /, 1 Lot 72 r i Be/%rive Bend Dr. M N Lot 87 1.088 Ac 0.496 Ac W 1 W 1 i / Block 43 _ ' I I I I I \ � Lot 88 1 r i I Pebble Creek Subdivision 0.575 Ac. Phase 7-A (3591/235) Lot 89 Lot 90 Lot 91 Lot 92 Lot 93 Lot 94 0.385 Ac 0.344 Ac. 0.344 Ac 0.344 Ac 0.362 Ac 0.472 Ac. / r i r r Lot 73 1.102 Ac 1 ° / e ° 1 -- Pebble geek Parkway 1 1 Pebble Creek Parkway - -- - --�-- 100' R. O. W. 1 1 I I I I I Block 43 Amending PlotBlock 47 ' Block 47- i Pebble Creek SubdivisionI I I 11 1 Pebble Creek Subdivision ' Pebble Creek Subdivision 1 I Phase 9-C 11176,7190) /i 1 Phase 9-E (7311/267) / Phase 9-D (7655/245) I I I I SHEET 2 1 Ba//ybunion Dr. Ba//ybunion Ct. Crystal Downs Court I I - -- -- -- -- -- -- -- - -- -- I OF 3 SHEETS kale: 1 =1uu- VICINITY MAP P-EBBL-E CREEK P1-fAx5---)'y-rr-j-y 7 D 55.025 ACRES 84 LOTS LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 S.W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS %� fl JUNE, 2014 - SCALE- 1" = 60' + Owner: Surveyor: Pebble Creek Land Company McClure & Browne Engineering/Surveying, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 win(979) 690-0992 (979) 693-3838 1065001 LINE TABLE LINE BEARING DISTANCE L1 N 41'51'36" E 49.10' L2 N 2757'44" E 123.33' L3 N 62' 14'00" E 98.48' L4 N 58'38'40" E 93.29' L5 N 71717'00" E 64.82' L6 N 62'49'37" E 105.22' L7 N 35'32'18" E 21.93' L8 S 49'43'20" E 114.84' L9 S 30'37'24" E 60.20' L10 S 40'16'40" W 28.96' L11 S 40'16'40" W 25.45' L12 N 4016'40" E 18.21' CURVE' TABLE CURVE DELTA RADIUS /reset TANGENT CHORD BRG. CHORD DIST. C1 15=100' I I 1 2 J 4 5 6 7 8 \� `1 I I 88 g ,� ! N 49'44'10" E 444.81' C2 94'14'26" 25.00' 41.12' 26.92' P.U.E. (3591/235) 36.64' C3 36'23'58" 450.00' I10' 1 147.95' S 68'37'04" W 281.10' C4 46'32'22" 460.00' N I 197.82' Pebble Creek ParkwayCity 100' R.O.W. N (2324/199) I of College Station Control Monume .'~ Prat* 100 Wide. Gulf States Utilities Co. Easement (130/152) 690.00' m 87.05' S 4728'05" W 172.73' C6 ran' Raw. ------------------------ --/-------- -----------------y----9----------(713/687) 188.24' I S 4728'05" W 187.75' C7 90'00'00" _ 20' Cit of College Station Easement 713 687 - - - - - - - - - - - 35.36' CS 90'00 00" 25.00 39.27 25.00 N 4'43'20" W 35.36 C9 46'32'22" 400.00' 324.91' av' ,b,I P/,as.4-e(2JN/!99) $ N ' r -- -- 60' Cla jon Gas Co. Easement (473\65) - --------------------------- - - - - - - - - - - - ------------ - N I 68.24' S 79'11'46" W 135.28' C11 S 56'23'17" W - 57.70' 60' Exxon Pipeline Co. Easement (49/25 & 959/149) 30.04' 17.13' S 74'00'13" E 28.26' C12 100'01'15" 25.00' 10' P.U.E. (11176/190) 29.80' N 10'25'42" E 38.31' C13 10'01'15" ^1 2 3 t 25 2B1 27A 2H 251 2,a 231 i 2ui 190.37' - I 162.90' C15 109'04'22" �p I I 70.19' S 14'57'16" W 81.45' C16 Emergency Access Way (Phase 9C)� 30.95' 17.81' N 75'02'44" W 29.01' C17 109'04'22" 25.00' 47.59' � S 1,V57'1 6" W 40.72' C18 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' Kinloch Drive 50' R.O.W.I S 393455 E - 116.56 t B ock 39 -won I ek SUbd0) 58 _ore „�131 15' P.D.E. _. ,.,.,\� CURVE' TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 28'27'10" 905.00' 449.42' 229.44' N 49'44'10" E 444.81' C2 94'14'26" 25.00' 41.12' 26.92' S 7'32'17" W 36.64' C3 36'23'58" 450.00' 285.88' 1 147.95' S 68'37'04" W 281.10' C4 46'32'22" 460.00' 373.64' 197.82' N 63'32'52" E 363.46' C5 1422'50" 690.00' 173.18' 87.05' S 4728'05" W 172.73' C6 14'22'50" 750.00' 188.24' 94.62' S 4728'05" W 187.75' C7 90'00'00" 25.00' 39.27' 25.00' S 85' 16'40" W 35.36' CS 90'00 00" 25.00 39.27 25.00 N 4'43'20" W 35.36 C9 46'32'22" 400.00' 324.91' 172.02' N 63'32'52" E 316.05' C10 15'14'34" 510.00' 135.68' 68.24' S 79'11'46" W 135.28' C11 68'50'36" 25.00' 30.04' 17.13' S 74'00'13" E 28.26' C12 100'01'15" 25.00' 43.64' 29.80' N 10'25'42" E 38.31' C13 10'01'15" 510.00' 89.20' 44.71' S 55'2542" W 89.08' C14 109'04'22" 100.00' 190.37' 140.38' S 14'57'16" W 162.90' C15 109'04'22" 50.00' 95.18' 70.19' S 14'57'16" W 81.45' C16 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' C17 109'04'22" 25.00' 47.59' 35.10' S 1,V57'1 6" W 40.72' C18 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' 30 / /` /X& 441, M / /o 291 / ^o / .AJ o / 23 j 0 75 CURIE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C19 109'04'22" 25.00' 47.59' 35.10' S 14'57'16" W 40.72' C20 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' C21 105'53'57" 25.00' 46.21' 33.12' S 13'22'03" W 39.91' C22 10'26'54" 525.00' 95.74' 48.00' N 61'24'26" E 95.60' C23 12'52'47" 475.00' 106.73' 53.61' N 63'26'57" E 106,51' C24 29'35'31" 50.00' 25.82' 13.21' N 2447'10" W 25.54' C25 112'47'03" 65.00' 127.95' 97.80' S 66'22'56" E 108.27' C26 29'35 31 50.00 25.82 13.21 S 72'01 17 W 25.54' C27 53'36'02" 50.00' 46.78' 25.26' S 66'22'56" E 45.09' C28 46'32'22" 125.00' 101.53' 53.76' N 63'32'52" E 98.77' C29 46'32'22" 75.00' 60.92' 32.25" N 63'32'52" E 59.26' C30 90'00'00" 25.00' 39..27' 25.00' S 85' 16'40" W 35.36' C31 79'51'36" 25.00' 34.85' 20.93' N 0'20'52" E 32.09' C32 10'08'24" 500.00' 88.49' 44.36' S 44'39'08" E 88.37' C33 41'24'35" 50.00' 36.14' 18.90' N 18'52'38" W 35.36' C34 262'49'09" 50.00' 229.35' -56.69' N 50'25'05" E 75.00' C35 41'24'35" 50.00' 36.14' 18.90' S 60'17'13" E 35.36' t � I �2627 I �I Qi I I c Pebbt u ,C (I-- �r 10' P.U.E. 1 N Phase _- 4✓ -00'57" E --267-90 28 Q� ro0 Q \ r 10' P.U.E. & P.D.E. Lot 4 o ' ' 0.370 Ac. i) ") N 1 ' i Lot 59, 0) 1 1 L 0.666 Ac � i o LU o i (154.01' N " ro 227 D 0 i � - M 0, M to ' 285.11' �M Z S 45-00957 E -' • Lq 18.54' 1 I a_ Lot 5 0.376 Ac. ' � , a a Lot 60► Ip IJ a, a 706 Ac. L to � ni n� t � I �2627 I �I Qi I I c I �ry c 28 Q� ro0 Q \ Lot 81 ��- - --- --- - 10 P.U.E.- - - -- ` a 0.476 Ac, 1 SEE SHEET 2 II I � 1 � I ... I Scale: 1"=60' I I� 0 ui I0 II 225 I c0 U) i ID I Ui I0 I C, N Lot 67 1 0.950 Ac. 230.1 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, Brazos County, Texas and being part of the 76.927 acre Tract 2-B described in the deed from Pebble Creek Development Company to Pebble Creek Land Company recorded in Volume 11447, Page 250 (O.R.B.C.) and being more particularly described by metes and bounds as follows: BEGINNING: at a found 1/2 -inch iron rod marking the common most southerly corner of Lots 9 and 10, Block 43, PEBBLE CREEK PHASE 7-A Subdivision as recorded in Volume 3591, Page 235 (O.R.B.C.), said iron rod also being in the northeast line of the called 27.29 acre City of College Station tract described in the deed recorded in Volume 1029, Page 13 (O.R.B.C.); THENCE: along the southeasterly line of said PEBBLE CREEK PHASE 7-A Subdivision for the following eleven (11) calls: 1) N 41` 51' 36" E for a distance of 49.10 feet to a found 1/2 -inch iron rod for comer, 2) N 27 57' 44" E for a distance of 123.33 feet to a found 1/2 -inch iron rod for comer, 3) N 62' 14' 00" E for a distance of 98.48 feet to a found 1/2 -inch iron rod for corner, 4) N 50' 25' 31" E for a distance of 150.44 feet to a found 1/2 -inch iron rod for corner, 5) N 58' 38' 40" E for a distance of 93.29 feet to a found 1/2 -inch iron rod for comer, 6) N 70' 17' 00" E for a distance of 64.82 feet to a found 1/2 -inch iron rod for comer, 7) N 67 39' 20" E for a distance of 186.18 feet to a found 1/2 -inch iron rod for corner, 8) N 68' 32' 58" E for a distance of 291.60 feet to a found 1/2 -inch iron rod for corner, 9) N 72' 32' 39" E for a distance of 201.84 feet to a found 1/2 -inch iron rod for corner, 10) N 67 49' 37" E for a distance of 105.22 feet to a found 1/2 -inch iron rod for comer, and 11) N 35' 32' 18" E for a distance of 21.93 feet to a found 1/2 -inch iron rod for corner, THENCE: through the interior of the said 76.927 acre Pebble Creek Land Company tract for the following eight (8) calls: 1) S 36 31' 31" E for a distance of 220.78 feet to a found 1/2 -inch iron rod for corner, 2) S 47 45' 01" E for a distance of 309.43 feet to a found 1/2 -inch iron rod for corner, 3) S 49' 43' 20" E for a distance of 114.84 feet to a found 1/2 -inch iron rod for corner, 4) 449.42 feet in a clockwise direction along the arc of a curve having a central angle of 28' 27' 10", a radius of 905.00 feet, a tangent of 229.44 feet and a long chord bearing N 49' 44' 10" E at a distance of 444.81 feet to a found 1/2 -inch iron rod for corner; 5) S 39` 34' 55" E for a distance of 116.56 feet to a found 3/4 -inch iron pipe marking the Point of Curvature of a curve to the right, 6) 41.1" feet along the arc of said curve having a central angle 94' 14' 26", a radius of 25.00 feet, a tangent of 26.92 feet and a long chord bearing S 07 32' 17" W at a distance of 36.64 feet to a found 3/4 -inch iron pipe for corner, 7) S 30' 37' 24" E for a distance of 60.20 feet to a found 1/2 -inch iron rod for corner, and 8) S 45' 00' 57" E for a distance of 267.20 feet to a found 1/2 -inch iron rod in the east line of the said 76.927 acre tract and the west line of the called 1265.370 acre City of College Station Lick Creek Park tract recorded in Volume 488, Page 756 of the Brazos County Deed Records (B.C.D.R.), THENCE: along the common line of the said 76.927 acre tract and the said west line of the City of College Station Lick Creek Park tract for the following three (3) calls: 1) S 44' 58' 54" W for a distance of 718.91 feet to a found 1/2 -inch iron rod for corner, 2) S 27' 48' 54" W for a distance of 536.67 feet to a found 1/2 -inch iron rod for comer, and 3) S 86' 48' 54" W for a distance of 711.81 feet to a found 1/2 -inch iron rod marking the southwest corner of the said 76.927 acre Pebble Creek Land Company tract and the upper southeast corner of the beforesaid 27.29 acre City of College Station tract (1029/13); THENCE: N 39' 34' 55" W along the common line of the said 76.927 acre and 27.29 acre tracts for a distance of 302.62 feet to a 1/2 -inch iron rod set for corner; THENCE: S 50' 25' 05" W through the said 27.29 acre City of College Station tract for a distance of 166.10 feet to a found 1 /2 -inch iron rod marking the north corner of Lot 67, Block 46, PEBBLE CREEK PHASE 9-D Subdivision as recorded in Volume 7655, Page 245 (O.R.B.C.), the northeast corner of St. Andrews Drive (based on a 60 -foot width) and being in the southwest line of the said 27.29 acre tract; THENCE: N 39' 35' 04" W along the before -mentioned southwest line, said line being common with the northeast line of PEBBLE CREEK PHASE 9-D Subdivision, the northeast line of PEBBLE CREEK PHASE 9-E Subdivision as recorded in Volume 7311, Page 267 (O.R.B.C.) and the northeast line of PEBBLE CREEK PHASE 9-C Subdivision according to the Amending Plat recorded in Volume 11176, Page 190 (O.R.B.C.) for a distance of 2003.85 feet to a found 1/2 -inch iron rod marking the north comer of said PEBBLE CREEK PHASE 9-C Subdivision, said iron rod also being in the southeast line of PEBBLE CREEK PHASE 4-13 Subdivision as recorded in Volume 2324, Page 199 (O.R.B.C.); THENCE: N 50' 19' 50" E along the said southeast line of PEBBLE CREEK PHASE 4-13 for a distance of 166.18 feet to a found 1/2 -inch iron rod marking the west corner of Lot 1, Block 43 of said PEBBLE CREEK PHASE 7-A Subdivision, said iron rod also being in the before -mentioned northeast line of the 27.29 acre City of College Station tract (1029/13); THENCE: S 39' 34' 55" E along the southwest line of said PHASE 7-A and the northeast line of the said 27.29 acre tract for a distance of 1110.76 feet to the POINT OF BEGINNING and containing 55.025 acres of land, more or less. GENERAL NOTES 1. ORIGIN OF BEARING SYSTEM: ORIGIN OF BEARING SYSTEM: Bearings are Texas State Plane, Central Zone NAD83 datum, based on 1994 City of College Station GPS Control Monument No. 256 and No. 156 (S 38'16'03" E). 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041 CO350E, Map Revised May 16, 2012, a portion of this property is located in the Special Flood Hazard Area Zone AE. 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. 23 .� indicates base flood elevations determined in accordance with the requirements of the City of College Station Stormwater Management Ordinance. 223 indicates minimum habitable finish floor elevations (N.G.V.D.) commensurate with the requirements of the City of College Station Stormwater Management Ordinance. Project Benchmark: City of College Station 1994 GPS Control Monument No. 256 based on Texas State Plane, Central Zone, NAD -83 datum. Elev: 274.91 (NAVD 1988) 4. The building setback requirements are established by the City of College Station Unified Development Ordinance. 5. All distances shown along curves are arc lengths. 6. 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 G PK Nail Control Monuments set in Asphalt Pvmt., at Intersections and the (L radius of culdesocs. 7. Abbreviation: C.A. - Common Area C.E. - Conservation Easement 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 8. No construction or fencing shall impede, constrict, or block the flow of water in any easement or natural drainage course including floodplain areas. No privacy fences are allowed within the floodplain. 9. No modification of floodway is allowed including fill, landscaping or fencing. 10. All underground utilities within floodway ureas must be installed by bore. 11. Common Area to be owned and maintained by the Homeowners' Association. 12. Current Zoning: GS -General Suburban Average Lot Size: 0.51 Ac. ROW Dedication: 4.6 Ac. 13. The Parkland Dedication for 3,630 dwelling units was made on Feb. 8, 1988 in accordance with the Special Warranty Deed of Parkland to the City of College Station recorded in Volume 1029, Page 13. 14. Any lots with greater than 2' of fill will be required to provide proof of compaction to 95% of ASTM D698 or the structures sholl . be designed with an engineered slab. OF 3 SHEETS PZBBLH C_RHZK 7- P-jffA&c7-.?_r_j D 55.025 ACRES 84 LOTS LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 (n S.W. ROBERTSON SURVEY, A-202 `) W COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 2014 I `� SCALE.- I' = 60' Owner: Surveyor;, Pebble Creek Land Company McClure & Browne Engineering/Sing, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 ( College Station, Texas 77845 rm (979) 690-0992 979 693-3838 10650019-fp.dwc .Lot 66 / 1 0. 751 Ac G^ 0 SEE SHEET 3 - - 114.22 f Lot 80 i _ 90.93. 3,20„ W _ 258.47 \ 3,20 E _ 297.24' \\ / 0.480 Ac. ----- ---------- 10 P.U.E. - ----- i- 671' 53.32 N 49 1 S 494 \ �-10 103.31' 90.00' 95.00' 54.97' L--51.78' L_3 C8 ♦ \ o Scale: 1 "=60' 23 Q� / 2p 30'3 „ w /o N 39'34'55" W - 343.28' C32 „ 250 00' _ - 1 ♦ \ G 3 Flint Hills Drive s 49'43' 20 Er - - -105 V, oo^ / / 1 / 50 R.O.W. 115.00' 1 1 1 0 \ ♦ \N�tp 44F/ / ,�g S 39'34'55" E - 387.72' W _ 1 1 1 Lot 67 IrIt \� \ / G 68.34' 110.00' 109.77' 99.61' Ov, ro .:3 15' p.O.E Id 1 0.950 Ac. _ _ _ Lot 1 o Lot 81 / --------------- - 10 P.U.E.-------------�� v ( o: Ito n\ 0.404 Ac. �� 230.1 .. \ \✓ 228 "t_ -�- ."�i► / / J 6.476 Ac l / 1 ^' 1 1 ' / 2p300 3 W^ /^ l o 0 0 0 0 o I 0.4333 ALot �. 1� 1 N 41'4757" W N N/ Lot 1 N o Lot 2 N o Lot 3 N o Lot A t I l o- I 15' PDE • \ o�Oo,, / V / vo o / 0.353 Ac 0.354 Ac b d 0.,353 Ac 0.,381 Ac / v Id �1 155.66 I ( ♦ \ o 101, is a 22 + / / 0 / o, ,� ,'?/ V) vt cn / IN M I o I ♦ ♦ \\ t v < ��► / / s �A 1 oI ao / N /' ` ` 24•p4'1 �" //N� / I I ` \ ` ��"� poo° l l 04 282 / l /�� �/ X44 4:) �/ I� • \ ' V / - - - 20 P.U.E. - - - - - - - - - - - - - - �h ��/ p pU 1 j �/^� d, LOt 2 co _; I \ W \ ti 'M L------ - --- --- - -� " E �'/ 0.372 Ac �� Lot 68 rn o� TP'MO o,,, o N a N 39'34'55" W - 134.55' -110.00' 109.77 88.23' / 7• °` I 1.353 Ac. ♦ \ N. ^ / 1u N \ yc, N 3p 33H / �O 84.00' - - 90.00_ - 90.00' 178.55' o ryo J U 230.5 \o V oN ��� • - - � � �?04 /�----------------------- / �o Lot 19 /�^o / N 2o•p +�l o Block 6c3 / / r �o / 0.349 Ac. /� ^ // 160 21 w \\ / 2' / o/ _ _ _ / row �, /� S 3• /� °j% / S-26- '00 o / / / ,M b 0 0 o b Lot 5 / �� c o� O'y �y°' /J 0�' 5, \ N Lot 83 ^/ ,n o ,n o 0 0.406 Ac '` �° °� h'/ Q' ��O l 0.465 Ac. l Lot 8 a o Lot 7 N o Lot 6 N o / a o ,0 0 0.,341 Ac r 0.289 Ac. b 0.289 Ac. / 0, A,� Lot 3 4 o z z z / / LO /0 0.446 Ac N l N 2p 1'3W Lot 18 / /j 2 p t O / 0.306 Ac / ,j, 3• /� , �, ,Os�y //QOh�/ J� 6.00•SyIY // / Lot 69 1 / N 39 34 55 W 327.39 QOO. 1.390 Ac l , Lot 84 / Hawks Ridge Drive 6.35' 0.460 Ac / "' Lot 4 � 50 R.O.W. v / / / Lot 17 S 39'34'55" E - 330.43' C24 5 0.282 Ac / / 0.386 Ac.956 / 20• /o G� 3p 83.94 110.00 105.00 _ 31.49 0 -----�. -3 0' /gig/1/ // ��^� ti3�,. &x Qq 12 i V I 99'70 l - ?S?�7 4 loop / I 7900�• S21 " /0000 /� / m��y3'� F / �4j � ry��j O� O O O O LO O O Lot 85 / o 0 0 0.436 Ac. / ®,� ,N/ Lot 12 N o Lot 13 N g Lot 14 N Lot 1 iv to �; �n. % y0 ^� h / J Lot 70 15.47 0 N / 0.403 Ac. o 0..354 Ac. 0 0.,337 Ac o , 'y Q • I ( /o h o Mo u7 u7 0.304 Ac 0.3 9 A�. /oN / Lot 5 // .o°o �`a . /1 1.111 Ac / / "� 0.507 Ac. �' - _iT4/o o N / V) (n O I ( N 20 30'33„ l © tv ti 1782g, w l =� / -- ---- ---------- 20 P.U.E.----------------�/0(L'y%/ N I . / �� o S 39'34'55" E - 150.15' 110.00' 105.00' 103.12' 67.16' �/ 1 / / 3 S tV o I 116.65' - _100.00' - 100.00' - - _ _ 10000' - - _ 118.78' is�8'31 �Y •2 "( /,� � h Lot 71 Lot 86 N ( 0.432 Ac. l ^'l w w I w w w/ / S 0.925 Ac �- • to b to w q, o0 0 0o w t 6 ci- o? Lot 11 u� Lot 10 � o o Lot 9 � o Lot 8 Lot 7 LO /w '� Spy / 6 ct N a_ N d N It N 0 0.564 Ac. ry/ 15.93' I 0 ' 0.427 Ac b 0.321 Ac. b 1 0.321 Ac 0.321 Ac. b - 0.382 Ac b/� /00 / F ` / / N 41'07' 16" W -' / Z zIO / 3 r- z z z / �'/ S / 0 148.07' o s ' 100.00' OO.Oo, - - - - - 00.00'- - - - 118.78'- - - - - - - 20.30' - - - - / Lot 72 94.87 "G�� / 1.088 Ac. o /'�``� Q 5 0 I \ Oj N 39'34 55 W - 633.94' / / / eek Ae 1y6 . Lot 87 \ A q 'oj Q o. Quorry Oaks Onve l v° , I ' 0.496 Ac. \ 50' R.O.W. v N / S 13.1 V°�o'� k�0 N 39'34'55" W - 606.04' P �; / 149,, F / G� , g: \• \ �, � ��_ 77.88' ---100.00'--- -- 100.00'--- - 100.00 -- -- 105_00---- --- 123.16' ----� �? / � 34) / �`�• f 'o \\ o�G , L=12.34' - - 10 P.U.E. , r \ •13. /,/ -o \ 3 3 3 I L / to b o 0 0 0 o O o o I rn w / I \ ✓ Lot 88 O O O O O O Q N M f0 I Lot 73 / 0.575 Ac tl N Lot 90 N Lot 91 N Lot 92 N w Lot 93 N Lot 94 I 1 v Common Area 1.102 Ac 19.21'in �O 0Lot .385LO 89. ,b 0.;344 Ac. ;? 0.344 Ac 0.344 Ac a 0.362 Ac. r 0.472 Ac. I - i � \ 1 1 � 1n in vt � I b (n L=6.29' Common Area f '�',► �. /�^� g ' ' S 82'13'42" E - 56.39' I 3t 0!29'05" E ------------ ------ -------------------- - 10 P.U.E. --� L-------- -------- --� L --- --------------------J/ ' 1 155.41' 132.94' 100.00' 100.00' 100.00' 105.00' 98.56' 41.44' 67. 5.8' S 39'34'55" E - 1944.11' N 2531.91 N 3934'55" W -302.62' m Point Of O ftlnning 1 IV) Pebble Creek Parkway i m 100' R.O.W. 100' Wide Gulf States Utilities Co. Easement (130/152) � to --------------------------------------------------------- - - - - -- - ---------------------------- - - - - -- - - - - -- W aQ 20' City of College Station Easement (713/687) h >:- - - - 60' Clajon Gas Co. Easement (473\65) -------------------- -- - -- ----------------------------------------------------------------- Z- - - - - - -- 60' Exxon Pipeline Co. Easement (49/25 & 959/149) c 190) ---------N 39'35'04"W-200,3.$5 ----- - --------� �- -----� �-/ - / 14 15 16 17 18 19 Lot 67 Block 46 CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS We, Pebble Creek Land Companyowners and developers of the land shown on this plat, and designated herein as the PEBBLE CREEK PHASE 7-12 Subdivision to the City of College Station, Texas, and whose narrne 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 provided otherwise. Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared 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. Given under my hand and seal on this day of 20 Notary Public, Brazos County, Texas CERTIFICATE OF PLANNING AND ZONING COMMISSION I, Chairman of the Planning and Zoning Commission of the City of College Station, hereby certify that the attached plat was duly approved by the Commission on the day of 20 Chairman 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 certificates of authentication was filed for record in my office the day of 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 Brazos County, Texas CERTIFICATE OF CITY ENGINEER I, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat cO;hforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station CERTIFICATE OF SURVEYOR AND/OR ENGINEER 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 property and that property markers and monuments were placed under my supervision on the ground. Kevin R. McClure, R.P.L.S. No. 5650 P-EBBL-E Cl? -E -EK PI -TAS -E 7 D 55.025 ACRES 84 LOTS LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 S. W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2014 SCALE 1 " = 60' Owner: Surge. Pebble Creek Land Company McClure & Browne Engineering/Surveying, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 L!I"lJ 1055001 CURIE TABLE CURVE LINE TABLE LINE RADIUS BEARING Inset DISTANCE L1 N 41'51'36" E 49.10' L2 N 2T57'44" E 123.33' L3 N 6714'00" E 98.48' L4 N 58'38'40" E 93.29' L5 N 70'17'00" E 64.82' L6 N 6749'37" E 105.22' L7 N 35'32'18" E 21.93' L8 S 49'43'20" E 114.84' L9 S 30'37'24" E 60.20' L10 S 40'16'40" W 28.96' L11 S 40'16'40" W 25.45' L12 N 40'16'40" E 18.21' CURIE TABLE CURVE CURVE DELTA RADIUS LENGTH Inset CHORD BRG. CHORD DIST. C1 28'27' 10" 905.00' 449.42' 229.44' N 49'44' 10" E fta u C2 f'1 25.00' 41.12' 26.92' FIELD NOTES W 36.64' S � i � � �. i �M � i i i i S 68'37'04" W \ �1 1 1 88 C4 46'32'22" I Being all that certain tract or parcel of land lying and being situated in the S.W. ROBERTSON P Y 9 9 ER SON SURVEY, Abstract No. 202 in College 197.82' N 63'32'52" E _ 1"-60' C5 14.22'50" 690.00' a t a e 1 S 47'28'05" W 172.73' C6 14!22'50" Station, Brazos County, Texas and being art of the 76.927 acre Tract 2-B Y 9 P described m the deed from Pebble Creek Development 94.62' S 4728'05" W 187.75' C7 90'00'00" 25.00' 39.27' 39'34'55" E - 1110.78'- S 85'16'40" W -- -J "� L - _ - - _ - 39.27' I Company to Pebble Creek Land Company recorded in Volume 11447, Page 250 (O.R.B.C.) and being more particularly described by 35.36' C9 46'32'22" 400.00' 324.91' 172.02' N 63'32'52" E 316.05' C10 15' 14'34" 510.00' 135.68' 68.24' S 79' 11,'46" W 135.28' metes and bounds as follows: 68'50'36" 25.00' IIld 17.13' S 74'00'13" E 28.26' 10 P.U.E. 100'01'15" 25.00' 43:64' 29.80' N 10'25'42" E 38.31' C13 10'01'15" 89.20' 44.71' S 55'25;42" W 89.08' C14 109'04'22" 100.00' 190.37' I BEGINNING: at a found 1/2 -inch iron rod marking the common most southerly corner of Lots 9 and 10, Block 43, PEBBLE CREEK 162.90' Peale Cmek Po/kwoy 109'04'22" City of College Station 95.18' 70.19' S 1,V57'!1 6" W 81.45' C16 V) 25.00' PHASE 7-A Subdivision as recorded in Volume 3591, Page 235 (O.R.B.C.), said iron rod also being in the northeast line of the 17.81' N 75'02'44" W 100' R.O.W. � (2324/199) I ( Control Monument-No.156 100 Wide Gulf States Utilities Co. Easement 130 152 ( / ) 35.10' S 14'57'16" W m C18 called 27.29 acre City of College Station tract described in the deed recorded in Volume 1029, Page 13 (O.R.B.C.); 25.00' 30.95' 17.81' N 75'02!44" W ------------------------ ------------- ------------------------ ------------- - - - - -- 20' City of College Station Easement (713/687) - - - - - - - - - -- I � 2)S 2T 48' 54""W for a distance of 536.67 feet to a found 1/2 -inch iron rod for comer, and THENCE: along the southeaster) line of said PEBBLE CREEK PHASE 7- "' ' Y A Subdivision for the following eleven (11) calls: r` i,i 0._762 Ac. 18.54 00 3) S 86' 48 54 W for a distance of 711.81 feet to a found 1/2 -inch iron rod marking the southwest corner of the said - - - - - Lot 5 ( 1 N 41 ` 51' 36" E for of ) J ' Ali"a..� 76.927 acre Pebble Creek Land Company tract and the upper southeast corner of the beforesaid 27.29 acre City of College g ,h - _ - ---' - - - - Cl - - -_--` Gas Co. Easement (4 - � _ _-- -- L8 _ v; Station tract (1029/13): _ a distance 49.10 feet to a found 1/2 -inch iron rod for corner,. 2) N 2T 57' 44" E for a distance of 123.33 feet to a found 1/2 -inch iron rod for corner, �, �� - _ .- S 5623 17" W - 57.70 60 Exxon Pipeline - - Co. Easement (49/25 & 959/149) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - on 1994 City of College Station GPS Control Monument No. 256 and No. 156 (S 38'16'03" E). ' 3) N 62' 14' 00" E for a distance of 98.48 feet to a found 1/2 -inch iron rod for corner, 0.706 Ac. o Z 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041 CO350E, Map 10' P.U.E. _ a 4 N 50' 25' 31" E for a distance of 150.44 feet to a found 1/2 -inch iron rod for corner, ) / 5) N 58' 38' 40" E for a distance of 93.29 feet to a found 1/2 -inch iron rod for comer, Revised May 16, 2012, a portion of this property is located in the Special Flood Hazard Area Zone AE. Lot 8 - 391.15104 N « _ ,_ W 2003.85 �) (6 �- �• I V' _ _ - _ - _ 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. THENCE: S 50' 25' 05" W through the said 27.29 acre City of College Station tract for a distance of 166.10 feet to a found `}0 0.394 Ac. lJl ��i l�• N 39'43'41" W J' zW �+ s;� AIM 1/2 -inch iron rod marking the north corner of Lot 67, Block 46, PEBBLE CREEK PHASE 9-D Subdivision as recorded in Volume zs� 234"22A?JA �•- Bleak s� PMW 1 1 6) N 70' 17 00" E for a distance of 64.82 feet to a found 1/2 -inch iron rod for comer, 7 N 6T 39' 20" E for a distance of 186.18 feet to a found ' ) and 1 /2 -inch iron rod for corner, Stormwater Management Ordinance. !a \ I i u� i I i i i \ \ cy..a &tdkww � 9-E' (MIAe7) indicates minimum habitable finish floor elevations (N.G.V.D.) commensurate with the requirements of the City of 223 20 E to �N 4.9.43 ' S 8) N 68' 32' 58" E for a distance of 291.60 feet to a found 1/2 -inch iron rod for comer, 228.4 \ J Ph., s -C (,117811 of i i i i / \ 9) N 72' 32 39 E for a distance of 201.84 feet to a found 1/2 -inch iron rod for corner, N 3 to �N �b ' Project Benchmark: City of College Station 1994 GPS Control Monument No. 256 based on Texas State Plane, Central Zone, NAD -83 datum. Elev: 274.91 1988) 10) 62' 49 37 E for a distance of 105.22 feet to a found 1/2 -inch iron rod for corner, and . 274.56 I _ (NAVD Lot 22 �`' o �o -I 11) N 35' 32' 18" E for a distance of 21.93 feet to a found 1/2 -inch iron rod for comer, 4. The building setback requirements are established by the City of College Station Unified Development Ordinance. 0.441 Ac. a M Lot 9 = S THENCE: through the interior of the said 76.927 acre Pebble Creek Land Company tract for the following eight (8) calls: I 5. All distances shown along curves are arc lengths. '\ IN o' a- 0.358 Ac. Kinloch Drive 41," 6. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods. ' ' 50' R.O.W. I 39 • -Sion 1 I I 1) S 35' 31 31 E for a distance of 220.78 feet to a found 1/2 -inch iron rod for corner, cC ' �.- S 39'3 , 455 E 116 56 I ck dig Bl0 ek Sub 1 110 58 / 15' P.D.E. i I J 2) S 47 45' 01" E for a distance of 369.43 feet too found 1/2 -inch iron rod for corner, , „ CURIE TABLE CURVE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 28'27' 10" 905.00' 449.42' 229.44' N 49'44' 10" E 444.81' C2 94' 14'26" 25.00' 41.12' 26.92' S 732'117" W 36.64' C3 36'23'58" 450.00' 285.88' 147.95' S 68'37'04" W 281.10' C4 46'32'22" 460.00' 373.64' 197.82' N 63'32'52" E 363.46' C5 14.22'50" 690.00' 173.18' 87.05' S 47'28'05" W 172.73' C6 14!22'50" 750.00' 188.24' 94.62' S 4728'05" W 187.75' C7 90'00'00" 25.00' 39.27' 25.00' S 85'16'40" W 35.36' C8 90'00'00" 25.00' 39.27' 25.00' N 4 43'20" W 35.36' C9 46'32'22" 400.00' 324.91' 172.02' N 63'32'52" E 316.05' C10 15' 14'34" 510.00' 135.68' 68.24' S 79' 11,'46" W 135.28' C1.1 68'50'36" 25.00' 30.04' 17.13' S 74'00'13" E 28.26' C12 100'01'15" 25.00' 43:64' 29.80' N 10'25'42" E 38.31' C13 10'01'15" 510.00' 89.20' 44.71' S 55'25;42" W 89.08' C14 109'04'22" 100.00' 190.37' 140.38' S 14'57'16" W 162.90' C15 109'04'22" 50.00' 95.18' 70.19' S 1,V57'!1 6" W 81.45' C16 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' C17 109'04'22" 25.00' 47.59' 35.10' S 14'57'16" W 40.72' C18 70'55'38" 25.00' 30.95' 17.81' N 75'02!44" W 29.01' Lot 81 0.476 Ac CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRIG. CHORD DIST. C19 109'04'22" 25.00' 47.59' 35.10' S 14'57'16" W 40.72' C20 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' C21 105'53'57" 25.00' 46.21' 33.12' S 13'22'03" W 39.91' C22 10'26'54" 525.00' 95.74' 48.00' N 61'24'26" E 95.60' C23 12'52'47" 475.00' 106.73' 53.61' N 63'26'57" E 106.51' C24 29'35'31" 50.00' 25.82' 13.21' N 24'47'10" W 25.54' C25 112'47'03" 65.00' 127.95' 97.80' S 66'22'56" E 108.27' C26 29'35'31 " 50.00' 25.82' 13.21' S 72'01' 17" W 25.54' C27 53'36'02" 50.00' 46.78' 25.26' S 66'22'56" E 45.09' C28 463222" 125.00' 101.53' 53.76' N 6332'52" E 98.77' C29 46'32'22" 75.00' 60.92' 32.25' N 63'32'52" E .59.26' C30 90'00'00" 25.00' 39.27' 25.00' S 85'16'40" W 35.36' C31 79'51'36" 25.00' 34.85' 20.93' N 0'20'52" E 32.09' C32 10108'24" 500.00' 88.49' 44.36' S 44'39'08" E 88.37' C33 41'24'35" 50.00' 36.14' 18.90' N 18'52'38" W 35.36' C34 262'49'09" 50.00' 229.35' -56.69' N 50'25'05" E 75.00' C35 41'24'35" 50.00' 36.14' 18.90' S 60-17-13- E 35.36' - - - - _ _ _ .- 53.32 N 4y -*� - 1 I cre 213 (1 • (12131 /110) 7655, Page 245 (O.R.B.C.), the northeast corner of St. Andrews Drive (based on a 60 -foot width) and being in the southwest line of the said 27.29 acre tract; 3) S 49 43 20 E for a distance of 114.84 feet to a found 1/2 -inch iron rod for corner, E - 297.40' o N 39'34'55" W - 343.28' C32 Pebble I 7�C �0 0 �- 4) 449.42 feet in a clockwise direction along the arc of a curve having a central angle of 28' 27' 10", a radius of 905.00 feet, 5444214 r 10 P.U.E. \ S 49 43'20„ 135 �h°= --" ___- +�" E - ZB720� I 50' R.O.W. a tangent of 229.44 feet and a long chord bearing N 49' 44' 10" E at a distance of 444.81 feet to a found 1/2 -inch iron ♦ 00 0 / L9 S 45'00 57 . - Scale: 1 =60 rod far corner; ' �' (O.R.B.C.) and the northeast line of PEBBLE CREEK PHASE 9-C Subdivision according to the Amending Plot recorded in Volume 0.389 Ac. - ♦_ _ __ I , 5) S 39' 34' 55" E for a distance of 116.56 feet to a found 3/4 -inch iron pipe marking the Point of Curvature of a curve to I / 11176, Page 190 (O.R.B.C.) for a distance of 2003.85 feet to a found 1/2 -inch iron rod marking the north comer of said to� _ _ .. _ - - ♦. & PD.E: 10 P.U.PU. the right, o 1 o f 6) 41.12 feet along the arc of said curve having a central angle 94' 14' 26", a radius of 25.00 feet, a tangent of 26.92 feet recorded in Volume 2324, Page 199 (O.R.B.C.); Lot 4 o0 0.769 Ac. SEE ♦ o I and a long chord bearing S OT 32' 17" W at a distance of 36.64 feet to a found 3/4 -inch iron pipe for corner, 3 _i' .370 Aa 227.7 c w 7)S 30' 37 24 E for a distance of 60.20 feet to a found 1/2 -inch iron rod for corner, and ' w ♦ C140 ^' 59. I 8) S 45' 00' 57" E for a distance of 267.20 feet to a found 1/2 -inch iron rod in the east line of the said 76.927 acre tract ♦ N o o rn I � ,n being in the before -mentioned northeast line of the 27.29 acre City of College Station tract (1029/13); 66 0.666 Ac. � J Mi and the west line of the called 1265.370 acre City of College Station Lick Creek Park tract recorded in Volume 488, Page 756 ♦ _ 293.48' o 0 � o � I I 3 w o� � 227 I of the Brazos County Deed Records (B.C.D:R.), o 154. ' 01 N 32'23'51" '-► �'o ; T� �` --- 1---- ' 225 THENCE: along the common line of the said 76.927 acre tract and the said west line of the City of College Station Lick Creek Park tract for W M M O N c J 2 the following three (3) calls: - ' 0.390 Ac. !. 6 I `� '00'57" E - 285.1 1' � .-. � � 1 S 44' 58' 54" W for a distance of 718.91 feet to a found 1/2 -inch -iron rod for comer, ) ye 28 r_ J� ' �00 cn Z v a o • S 45 ' I � 2)S 2T 48' 54""W for a distance of 536.67 feet to a found 1/2 -inch iron rod for comer, and o� r` i,i 0._762 Ac. 18.54 00 3) S 86' 48 54 W for a distance of 711.81 feet to a found 1/2 -inch iron rod marking the southwest corner of the said '- �' o Lot 5 ( ' J ' 151.87 ` 49-43 20 W 76.927 acre Pebble Creek Land Company tract and the upper southeast corner of the beforesaid 27.29 acre City of College g I a.- 0.376 Ac. �N � _ _-- -- L8 � v; Station tract (1029/13): _ M oav �, �� - _ .- Lot 80► �- a- I THENCE: N 39' 34' 55" W along the common line of the said 76.927 acre and 27.29 acre tracts for a distance of 302.62 feet to I on 1994 City of College Station GPS Control Monument No. 256 and No. 156 (S 38'16'03" E). II o� 0.706 Ac. o a 1/2 -inch iron rod set for corner; 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041 CO350E, Map 49•g3s20 a Revised May 16, 2012, a portion of this property is located in the Special Flood Hazard Area Zone AE. Lot 8 5 1 5.00 ( �) (6 �- �• I V' 227.4 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. THENCE: S 50' 25' 05" W through the said 27.29 acre City of College Station tract for a distance of 166.10 feet to a found `}0 0.394 Ac. lJl ��i l�• N 39'43'41" W J' rI t 1/2 -inch iron rod marking the north corner of Lot 67, Block 46, PEBBLE CREEK PHASE 9-D Subdivision as recorded in Volume 29 _ ' - _ _ _ _ _ 10 P.U.E_ _ _ - - -� - - - -103 - - - - -90 _ _ _ .- 53.32 N 4y -*� - 1 I 7655, Page 245 (O.R.B.C.), the northeast corner of St. Andrews Drive (based on a 60 -foot width) and being in the southwest line of the said 27.29 acre tract; 0 L5178' E - 297.40' o N 39'34'55" W - 343.28' C32 E _ 250.00 00� �0 0 �- 3 , / 5444214 � I S 49 43'20„ 135 THENCE: N 39' 35' 04" W along the before -mentioned southwest line, said line being common with the northeast line of PEBBLE I rn'of 50' R.O.W. ♦ 00 0 / CREEK PHASE 9-D Subdivision, the northeast line of PEBBLE CREEK PHASE 9-E Subdivision as recorded in Volume 7311, Page 267 Lot 6 J 115 -. .. --'" , 68.34 110.00 109.77_ 99.61 ---------- - �' (O.R.B.C.) and the northeast line of PEBBLE CREEK PHASE 9-C Subdivision according to the Amending Plot recorded in Volume 0.389 Ac. - , I 11176, Page 190 (O.R.B.C.) for a distance of 2003.85 feet to a found 1/2 -inch iron rod marking the north comer of said to� 1 Lot 61 PEBBLE CREEK PHASE 9-C Subdivision, said iron rod also being in the southeast line of PEBBLE CREEK PHASE 4-B Subdivision as 1 00� 1 recorded in Volume 2324, Page 199 (O.R.B.C.); J 1 0.769 Ac. SEE SHEET 155.00 227.7 c w THENCE: N 50' 19' 50" E along the said southeast line of PEBBLE CREEK PHASE 4-B for a distance of 166.18 feet to a found I ' w ♦ I 1/2 -inch iron rod marking the west corner of Lot 1, Block 43 of said PEBBLE CREEK PHASE 7-A Subdivision, said iron rod also Q N 47'17'57"w ♦ N o o I being in the before -mentioned northeast line of the 27.29 acre City of College Station tract (1029/13); J Mi ♦ _ 293.48' o 0 � o � I � THENCE: S 39' 34' 55" E along the southwest line of said PHASE 7-A and the northeast line of the said 27.29 acre tract for a M` S 49 43 20 o o distance of 1110.76 feet to the POINT OF BEGINNING and containing 55.025 acres of land, more or less. �c�, �aA oz Lot 7 ! O N c J 2 0.390 Ac. !. 6 x=vin ye 28 r_ J� ' 1 Lot : 82 v a o DO o ,00 Q 0._762 Ac. Qr 061 f91 228.1 1 J 151.87 ` 49-43 20 W !� 3 I v GENERAL NOTES _ _-- -- L8 N ; 1. ORIGIN OF BEARING SYSTEM: ORIGIN OF BEARING SYSTEM: Bearings are Texas State Plane, Central Zone NAD83 datum, based - _ .- on 1994 City of College Station GPS Control Monument No. 256 and No. 156 (S 38'16'03" E). 2g4.02 I 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041 CO350E, Map 49•g3s20 tt) Revised May 16, 2012, a portion of this property is located in the Special Flood Hazard Area Zone AE. Lot 8 j�] j� �t/ Q �- �• I V' 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. 2 e `}0 0.394 Ac. lJl ��i l�• 'M � y rI t �•- 23 indicates base flood elevations determined in accordance with the requirements of the City of College Station 1 1 Stormwater Management Ordinance. !a b� Lot 83 10.737 Ac. I indicates minimum habitable finish floor elevations (N.G.V.D.) commensurate with the requirements of the City of 223 20 E to �N 4.9.43 ' S ,ons 228.4 College Station Stormwater Management Ordinance. 1 ' 154.70' ' �- � 3 to �N �b ' Project Benchmark: City of College Station 1994 GPS Control Monument No. 256 based on Texas State Plane, Central Zone, NAD -83 datum. Elev: 274.91 1988) ►� � Ct . 274.56 I _ (NAVD Lot 22 �`' o �o 49 43 20" E 4. The building setback requirements are established by the City of College Station Unified Development Ordinance. 0.441 Ac. a M Lot 9 = S I 5. All distances shown along curves are arc lengths. '\ IN o' a- 0.358 Ac. IM 6. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods. ' ' cC ' �.- 0 Indicates 3/4" Iron Pipe set E. w ' Lot 84 O Indicates 1/2 Iron Rod found 5 49 43'20 � � I o PK Nail Control Monuments set in Asphalt Pvmt., at q Intersections and the (L radius of culdesocs. S2 3p,53" . i 157.22 1 :0 0� ui� 10.712 Ac. 228.8 7. Abbreviation: C.A. -Common Area E141 9g0 i C.E. - Conservation ,Easement ' o H.O.A. - Homeowner's Association 265.10 P.U.E. - Public Utility Easement Lot 10 �� 0„ E _ �o P.D.E. - Public Drainage Easement V.W.P.D.E. - Variable Width Public Drainage Easement 0.401 Ac. S 49'43' I m 8. No construction or fencing shall impede, constrict; or block the flow of water in any easement or natural drainage course Lot 21 d , including floodplain areas. No privacy fences are allowed within the floodplain. 0.457 Ac. rn J '� ' 9. No modification of floodway is allowed including fill, landscaping or fencing. 10. All underground utilities within floodway areas must be installed by bore. 43 2 0" E _-' 3 Lot 65 \0 \ 11. Common Area to be owned and maintained by the Homeowners' Association. 12. Current Zoning: R-1 _.. _ 139.?2.- " "" o o: " 10.697 Ac. o \a, Average Lot Size: 0.51 Ac. ..- -- - 160.15 ,.- -. --- g0 o� ♦ 229.2 N \ ROW Dedication: 4.6 Ac. 13. The Parkland Dedication for 3,630 dwelling units was made on Feb. 8, 1988 in accordance with the Special Warranty Deed of "' \ Parkland to the City of College Station recorded in Volume 1029, Page 13. 90.00_,_. -- U3 ' • E-27183' � 20 \ ti -_ Lot til 1 �C 1 S 49'43 \ v OF 2 SHEETS P -EB -BL -E CREEK PHA,S 7 D 55.025 ACRES LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 S.W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2014 SCALE.- 1* = 60' Owner: Surveyor. Pebble Creek Land Company McClure & Browne Engineering Surveying, Inca 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 10650019-fpAwgIMM - _ _ _ _ _ 10 P.U.E_ _ _ - - -� - - - -103 - - - - -90 _ _ _ .- 53.32 N 4y -*� - 1 S 4y -., - ♦ , 31' 00' 95 00' 54 9T 0 L5178' o N 39'34'55" W - 343.28' C32 E _ 250.00 00� 3 , / %nt %7/i%%S Dlive S 49 43'20„ 135 1 / 50' R.O.W. 00 0 / G�0 S 39'3455" E - 387.72' o / - ` 115 -. .. --'" Lot 87 • 68.34 110.00 109.77_ 99.61 ---------- - �' M 0.950 Aa 10 P.U.E. 1 1 N � 1 SEE SHEET OF 2 SHEETS P -EB -BL -E CREEK PHA,S 7 D 55.025 ACRES LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 S.W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2014 SCALE.- 1* = 60' Owner: Surveyor. Pebble Creek Land Company McClure & Browne Engineering Surveying, Inca 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 10650019-fpAwgIMM I .Lot 86 0 0.751 Ac. _ O 0 i / SEE SHEET 2 _ _ - - ;,4.22 229.6 Lot 80 \ _ / 0.480 Ac. l 90.93 47 ------ ------ 10 P.U.E. - --- - �'"" 5332 N 49'43'20„ W _ 258 ,20" E 297.241 \ /o ,a 103.31 90.00' 95.00' - - 54.97' L=51.78' L=36 71 ' g 49' 43 , \ 23 NO l l N 2p3p•333 W /oo N 39'34'55" W - 343.28' 32 CB ♦ \ , ry o / 2093 / ~ C E _ 250.00' 0. - \ ♦ \ \ � Scale: 1 =60 l�%//7t 1�71/llS D/7Ve 43 20 _ 135 _ g 49' ' \ 50 R.O.W.. � ,,...:- --�. r. _I \N / G10 S 39'34'55" E - 387.72' 115 00_- - 0 M - - - - - �' '� 1 Lot 87 \mac°• �`= / 68.34 110.00' 109_77' _ - \ \ -1 l Lot 81 -99.61' 0.95o Ac. ♦ � 10 P.U.E. - vj c' Lot 1 ' N d+ 0.476 Ac. l / --- --- - -- \ ( M �1 `0 / �.- 'n' �- r` 230.1 ♦ \ ✓ r- 0 0.404 Ac. �o r0 � r o ,o M N l N 2p :303 3 /oo 3 3 N 1 1 �� n •• +--- �-- -�- � o o too ;n (01 Lot 20 � o I J ( Q6 / 0 1 1 S_W3r41r' l7- SM1'_ . y o MN Lot 1 N 0 Lot 2 N o Lot 3 to 00' Lot 4 I i 0.433 Ac ' N 41'47'57" W ( \ 22 / , l o,� 0.353 Ac. b 0.354 Ac b T 0.353 Ac. N rr 0.381 Ac. cNi °° J w� 155.66' / / / O o , `n v> ,� / N ( 15 PDE � M �' / ,o / N Njol Lot 82 41r� / / ,S i I N°�` 0.472 Ac. / ,N / /• h 24•p4'J J„ /� / a0o ♦ \ \ °° o < / -- 7S4.05 - -- 20 P.U.E. --- --- /hry 14 � /ry,°baa^� 30, /oo rn n N 39'34'55" W - , 110.00 - -- ;----------/ 10' pvE 4.J>��``� J„hry�p/ Lot 2 'ctDo 4i 33ry /p `O - 84.00' 90.00' 109.77 88.23 / �� '/ 0.372 Ac. ��, _' ' Lot 68 ♦ \ \ ti 1 l vl i W .204 2 N /- --- ------ - -- 90.00 -- ----- 178.55 ---- `tio �% /,,^ / 111 1.353 Ac. ♦ \ o °, O w // .13• / ro°� / - - -% �` Oro MOry/ ^ / N l J v 230.5 \�'p' V \ o c,� / 2 / / ,\Ory' / 0. of Arc /� / 2p psi$ ., l V \c ,W `' °��0 0� W W W Block 63 r ,3 ^ / ,bps '1 w / / \ \ ,-,, l Cv l Lot 8.� l l o o b in - / �O 0 h / S 3/.4) l 0.465 Ac. l / Lot 8 o Lot 5 / ,oh �o / o,, / N o Lot 7 N g Lot 8 N a 0.406 Ac. / .00 h'/ '� '83 /� / / <"v / S 26• 0.341 _ Ac 0.289 Ac. b 0.289 Ac. b h O °�/ �O , 2S 193 \ p, - Ln / O / o F / rV ��, / E , 426 48, , 13 . N 333 0 00 / Z z z / 2 g, / Lot 3 / v \ l/ ki W l,� / / / ^°, 0.446 Ac. / l \ / 200 93 �/ oma/ Lot s A8 / ry / /�� / • )�, • \ \----------------- 10 P.U.E.--- _ i ry0% / / '1� 97.31' 90.00' 90.00' 50.08' N / S 3 / / 3�9' / N 39'34'55" W = 327.39' G'Z1 / �sr ,°`S�y /00 ^h/ J .0 °`S° / / s.3s' Lot 84 / 1 0° . F /oh• �Oh/ e • o' / Lot 69 ' 0.460 Ac. / Hawks Ridge Drive ° o / / 1.390 Ac. l / - 50' R.O.W. / ' N 2p3p,3 /o G16 S 39'34'55" E 330.43' "� Lot 11 / LOt 4 /rye• "� �/ 3 110.00' C24 5 0.282 Ac. / 0.386 Ac / S / �• •t 3 W /o _- 83.94--- ---- - ----- 105.00 --- 31_49 G`L 'S /� / / / 9' 12 v CISl- 19970' i' �J 10 P.U.E. '��/\030--/%5i�� �\ S°, /,/ �,�%/ NCo 3 / /, SSS93 �• 0 / 3 3 3 �,?�, F /o, �/ DOS, . /0� 00 Lot 85 / �� l o o �n -o ;n , U15.47' 0.436 Ac / O is 6, Lot 12 to ) o P 0 C� h N 0.403 Ac. N g Lot 13 o Lot 14 / _ + I I /o a Ocb ^o / ,� 0.354 Ac. 0.337 Ac. o Lot 15 LO �ry j / �0 �Q� ,�h 00 / JCC% 0 0.304 Ac. N t 16 / ti '� / ,o"' 0 ry ..`� Q • Lot 70 • I N ?p. o / / N 0.319 Al / �y`'� / Lot 5 / �O �� 0' i '` /• 1.111 Ac. I J 30'333 /� 0.507 Ac � Pao Q�• O / / N S 39'3455" E - 150.15' 110.00' - -- - 105.00' - - - - _ ,- - - - - - rn rn 116.65' 103.12 67.16' h ---100.00-- 100.00' 5 /, _ - - --- -- 100.00 --- - 118.78 - o /2 / ►� h I i Lot 86 w l I I /��?b 0.432 Ac. l ^•/ I ( / W 1'L' W Lot 71 o Lf, -0 • / Lot 1 f Np o Lot f0 o.s25 Ac. / • o P0 0 0 Q N o M Lot 9 � io . 0 = / ^� S 3 • ��k / 15.93 III 0.427 Ac. 0.321 Ac. d a N o Lot 8 o Lot 7 to Lot 6 N 41'07' 16" W J / 0 0 r- w 0.321 Ac b 0.321 Ac. o 0.382 Ac N 0.564 Ac. o / 148.07 z z 1 o z z 'n ` z / „ / uss `C2 / 1O row / / \` 94.87 100.00' 100.00' -- -- 100.00 - 10 P.U_E.---------------'/ \ �, 118.78' / �0.I / Lot 87 \ �R N 39'3455" W - 633.94' 120.30' Lot w /, G11 / 088 A? QJ °�\o� o.4ss Ac. Quarry Oaks Drive / �O • \ \\ \ \`�Z4 50' R.O.W. �7 39 W - 606.04' v N'34'55" / S 13.1 / �41i & � n \ - -77.88. - - - _ 100.00' 100.00' 100.00' / 149" L4. �\ \ic ` \ ry00 ,y L=12.34' --- -- --- - .- -, �- -- 105_00_--- --- 123.16' ---- C�? / F ` / -o r- \ '� 1 10 P.U.E. - /J� G� stn\ � \ �'1 190. 1 I VICINITY MA P \ �'''\ \ate✓ \ � 3 3 3 3 ( 3 � ' - %p \ Lot 88 ;o 0 0 0 in o to \` a 0.575 Ac. d o U) 0 P o 0 00 0 0 ,o b rn \3 \ co N o Lot 90 t o Lot 91 U) o o ✓ Lot 89 b 0.344 Ac bN 0.344 Ae. N 0 0344 Ac. N 0 Lot 93 N o Lot 94 1 ad � (O Common Area Lot 73 / 19.21 0.385 Ac. �o bin It \ ' �n U) U) �- a 0.,362 Ac b 0.472 Ac. I j v °�° I 1.102 Ac. N N N In1 0 1 I / CERTIFICATE OF SURVEYOR AND/OR ENGINEER L=6.29 1 �/ �s / Common Area 9 � J � ' 1 1 �+ a'�. STATE OF TEXAS -4� _ _O ' ' COUNTY OF BRAZOS L - - - S 82' 13'42" E - 56.39' N 50.25'05" E ( p / 155.41'----- ---------- -------- ----- _ _ 10 P.U.E.PU- -.J L- L- / ' • 132.94' 100.00' 100.00' '- -' - - - - - - _9 - - - _ I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in N S 39'34'55" E - 1944.11' 100.00' 105.00' 98.56' 41.44' - - - - - - - - - - - - - - - - - - - - -� ' the State of Texas, hereby certify that this plot is true and correct m 67 4 ' y Point of . , ,► ,, prepared from an actual surveyof the 1 t P t and was N 2531. E property and that property markers N B�'eginning 31.91' N 393455 {� 302.62 / • ' and monuments were placed under my supervision on the ground. m Pehh149 Cheek P474way � 100' R.O.W. � p 100' Wide Gulf States Utilities Co. Easement (130/152)Kevin R. McClure, R.P.L.S. No. 5650 o � -- -- -- - ' - ----------- - - - - -�----------------- - - --- - -- -- ------ _ CERTIFICATE OF THE COUNTY CLERK O �,------- --- - 20' Cit uCollege -- -- - N- - m 60' Clajon .Gas Co, Easement (473\65) Y f Colle a Station Easement (713/687) ---------------------- 9 -------.------------------ 5 190) 60' Exxon Pipeline Co. Easement (49/25 & 959/149) - - - - - - - - - - - - - - - - - - - - --------N 39'35'04"W-' 00�.�5/ - - - - �----- B/ock 47 14 15 16 �� ---\ Pebble Creek Subdivision / J� I 18 19 i Phase 9-E' (73111267) / / Bock 47 ( I I \ Lot 67 I Pebble Creek Subdivision Bock 46 Phase 9-D (76551245) CERTIFICATE OF. OWNERSHIP AND DEDICATION STATE OF TEXAS STATE OF TEXAS COUNTY OF BRAZOS - COUNTY OF BRAZOS We, Pebble meek Before me, the undersigned authority, on this day personally appeared CERTIFICATE OF PLANNING AND ZONING COMMISSION - RQI34 owners and developers of he land known to me to be the person whose shown on this plat, and designated herein as the _ name is subscribed to the foregoing instrument, and acknowledged to me I Subdivision to the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the that he executed the some for the purpose and consideration therein stated. Chairman of the Planning and streets, alleys, a Zoning Commission of the City of College Station, hereby certifythat the Y parks, greenways, infrastructure, easements, pandc forever, all attached plat was duly approved b the Comm' �r=ate all be ;n ee Given under my hand and seal on this day of Y PP Y Commission on the day of moose and consideration- therein express public 20 simple Unless express) 20 y Provided otherwise. Owne Notary Public, Brazos Couniy, Texas Chairman STATE OF TEXAS COUNTY OF BRAZOS I, wren McQueen. County Clerk, in and for said County, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of j 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 Brazos County, Texas CERTIFICATE OF CITY ENGINEER 1, 1 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. City Engineer . City of College Station OF 2 SHEETS .P_E.j6BL_E Cl? -E -EK P.HA,S-E 7 D 55.025 ACRES 84 LOTS LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 S. W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2014 SCALE I" = 60' Owner: Surveyor• Pebble Creek Land Company McClure & Browne Engineering/Surveying, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 rm 1 U°.7UU 1 q -[(PO 110191m I"00 Pa L/NE TABLE LINE BEARING DISTANCE L1 N 41'51'36" E 49.10' L2 N 27'57'44" E 123.33' L3 N 6714'00" E 98.48' L4 N 58'38'40" E 93.29' L5 N 70`117'00" E 64.82' L6 N 62749'37" E 105.22' L7 N 3532'18" E 21.93' L8 S 49'43'20" E 114.84' L9 S 30'37'24" E 60.20' L10 S 40'16'40" W 28.96' L11 S 40' 16'40" W 25.45' L12 N 4916'40" E 18.21' II �� II FIELD NOTES Inset �� I ,� Being all that certain tract or parcel of land lying and being situated in the S.W. ROBERTSON SURVEY, Abstract No. 202 in College PAM,. LOA*. sUbd►, *. Station, Y, 88 Brazos Count Texas and being part of the 76.927 acre Tract 2-B described in the deed from Pebble Creek Development Company to Pebble Creek Land Company recorded in Volume 11447, Page 250 (O.R.B.C.) and being more particularly described by II' ---- i I 1 i I Q ( 8 I scaie. 1 � i � � � a + I " a , � I , � � J L - - '- metes and bounds as follows: 1"=60' - _ - - - - --S 39 3455 E - 11.1 a 76 - - � ao. °' m BEGINNING: at a found 1/2 -inch iron rod marking the common most southerly corner of Lots 9 and 10, Block 43, PEBBLE CREEK 10 _ P.U.E. (3591 /235) I PHASE 7 -A Subdivision as recorded in Volume 3591, Page 235 (O.R.B.C.), said iron rod also being in the northeast line of the �C called 27.29 acre City of College Station tract described in the deed recorded in Volume 1029, Page 13 (O.R.B.C.); 1 City of College Station I Control Monument No.156 100' Wide Gulf States Utilities Co. Easement (130/152) Pebble Creek Porkwoy - THENCE: along the southeasterly line of said PEBBLE CREEK PHASE 7-A Subdivision for the following eleven (11) calls: I 100 R.O.W. N (2324/199) --------- -- � 20 City. of College Station Easement (713/687) I _ - 1) N 41' 51' 36" E for a distance of 49.10 feet to a found 1/2 -inch iron rod for corner, _ - - - - - - - _ - _ _ _- 2) N 27 5T 44" E for a distance of 123.33 feet to a found 1/2 -inch iron rod for corner, 3) N 62' 14' 00" E for a distance of 98.48 feet to a found 1/2 -inch iron rod for corner, I - ,h 60 Clajon Gas Co. Easement (473\65) P*bW4-e (4/'�,\ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ - - - 4) N 50' 25' 31 " E for a distance of 150.44 feet to a found 1/2 -inch iron rod for comer, NS 56'23'17" w - 57.70' - 60' Exxon Pipeline Co. Easement (49/25 & 959/149) 10' P.U.E. (11176/190) 5)N 58' 38' 40" E for a distance of 93.29 feet to a found 1/2 -inch iron rod for comer, ;jib_ 6) N 70' 1 T 00" E for a distance of 64.82 feet to a found 1 /2 -inch iron rod for comer, - -- - I-IV i 7) N 6T 39' 20" E for a distance of 186.18 feet to a � 39'35'04" W - 2003.85'- � � foun1/2-inch iron rod for corner, N --� Z 27x1 s u 2s+ 2M Emergency Access Way (Phase 9C) A„y , a 8) N 68' 32' 58" E for a distance of 291.60 feet to a found 1 /2 -inch iron rod for corner, I - 3 �JIA 2s+ 2 I I I pay. (ia»/�) 9) N 72' 32' 39" E for a distance of 201.84 feet to a found 1/2 iron rod for corner, I 4.7 � I I I . _ 10) N 62' 49' 37" E for a distance of 105.22 feet to a found 1/2 -inch iron rod for corner, and 1 I I i I \ h I Arran s� wm 1 1 1 / �� 11) N 35' 32' 18" E for a distance of 21.93 feet to a found 1/2 -inch iron rod for corner, N THENCE: through the .interior of the said 76.927 acre Pebble Creek Land Company tract for the following eight (8) calls: I 1) S 35-31' 31" E for a distance of 220.78 feet to a found 1/2 -inch iron rod for corner, %�/i1/OC%1 �/!Ve 3g ivisj0n I 2) S 42' 45' 01" E for a distance of 309.43 feet to a found 1/2 -inch iron rod for corner, 50' R.O.W. I I 810° k SUbd1 110) I 58 15' P.D.E.I 3) S 49' 43' 20" E for a distance of 114.84 feet to a found 1/2 -inch iron rod for corner, 9'34'55' E 116.56' I Cee 1213 12131/11 1 4) 449.42 feet in a clockwise direction along the arc of a curve having a central angle of 28' 2T 10", a radius of 905.00 feet, - - - - S 3 I Pebble 1�C ( ----, ' a tangent of 229.44 feet and a long chord bearing N 49' 44 10" E at a distance of 444.81 feet to a found 1/2 -inch iron CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT RD BRG';. EN49-44'1 CHORD DIST. C1 28'27' 10" 905.00' 449.42' 229.44' 0" E 444.81' C2 94'14'26" 25.00' 41.12' 26.92' S 7'32'17" W 36.64' C3 36'23'58" 450.00' 285.88' 147.95' S 6837'04" W 281.10' C4 4632'22" 460.00' 373.64' 197.82' N 63'32'52" E 363.46' C5 14'22'50" 690.00' 173.18' 87.05' S 47'28'05" W 172.73' C6 1,V22'50" 750.00' 188.24' 94.62' S 47'28'05" W 187.75' C7 90'00'00" 25.00' 39.27' 25.00' S 85'16'40" W 35.36' C8 90'00'00" 25.00' 39.27' 25.00' N V43'20" W 35.36' C9 46'32'22" 400.00' 324.91' 172.02' N 63'32'52" E 316.050. C10 15'14'34" 510.00' 135.68' 68.24' S 79'11'46" W 135.28' C11 68'50'36" 25.00' 30.04' 17.13' S 7400'13" E 28.26' C12 100'01'15" 25.00' 43.64' 29.80' N 10'25'42" E 38.31' C13 10'01'15" 510.00' 89.20' 44.71' S 55'25'42".!W 89.08' C14 109'04'22" 100.00' 190.37' 140.38' S 14'57'1 6- I W 162.90' C15 109'04'22" 50.00' 95.18' 70.19' S 1457'16" W 81.45' C16 70'55'38" 25.00' 30.95' 17.81' N 7602'44" W 29.01' C17 109'04'22" 25.00' 47.59' 35.10' S 1457'16-1 W 40.72' 70'55'38" 25.00' 30.95' 17.81' 77:rC18 N 75'0 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C19 109'04'22" 25.00' 47.59' 35.10' S 1457'16" W 40.72' C20 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' C21 105'53'57" 25.00' 46.21' 33.12' S 13'22'03" W 39.91' C22 10'26'54" 525.00' 95.74' 48.00' N 61'24'26" E 95.60' C23 12752'47" 475.00' 106.73' 53.61' N 63'26'57" E 106.51' C24 29'35'31" 50.00' 25.82' 13.21' N 24'47'10" W 25.54' C25 112'47'03". 65.00' 127.95' 97.80' S 66'22'56" E 108.27' C26 29'35'31" 50.00' 25.82' 13.21' S 72'01'17" W 25.54' C27 53'36'02" 50.00' 46.78' 25.26' S 66'22'56" E 45.09' C28 46'32'22" 125.00' 101.53' 53.76' N 63'3252" E 98.77' C29 46'32'22" 75.00' 60.92' 32.25' N 63'32'52" E 59.26' C30 90'00'00" 25.00' 39.27' 25.00' S 85' 16'40" W 35.36' C31 79'51'36" 25.00' 34.85' 20.93' N 0'20'52" E 32.09' C32 10`08'24" 500.00' 88.49' 44.36' S 44!39'08" E 88.37' C33 41'24'35" 50.00' 36.14' 18.90' N 18'52'38" W 35.36' C34 262'49'09" 50.00' 229.35' -56.69' N 50'25'05" E 75.00' C35 41'24'35" 50.00' 36.14' 18.90' S 60'17'13" E 35.36' - ? . I phos - F ,. E- _. 267 ZQ rod for corner, r 10' P.U.E. \ _- - S ,¢5Q0 57 Scale: 1' =60 5) S 39' 34' 55" E for a distance of 116.56 feet to a found 3/4 -inch iron pipe marking the Point of Curvature of a curve to - I the right, ' .. .. - ♦ 10' p,U,E & P•� E' 6) 41.12 feet along the arc of said curve having a central angle 94 14' 26", a radius of 25.00 feet, a tangent of 26.92 feet �� r-- - and a long chord bearing S 0T 32' 17" W at a distance of 36.64 feet to a found 3/4 -inch iron pipe for corner, o C o ♦ o 7) S 30' 37' 24" E for a distance of 60.20 feet to a found 1/2 -inch iron rod for corner, and Lot 4 0 I �;' 0Lot 4 �r, 6 ,H ♦ �0 8)S 4;i' 00 57 E for a distance of 267.20 feet to a found 1/2 -inch iron rod in the east line of the said 76.927 acre tract 3 ' ` Lot 59,�'" and the west line of the called 1265.370 acre City of College Station Lick Creek Park tract recorded in Volume 488, Page 756 Ias I I 0.666 A ' of the Brazos County Deed Records (B.C.D.R.), THENCE: along the common line of the said 76.927 acre tract and the. said west line of the City of College Station Lick Creek I154.01' t o �� -�_ 225 Park tract for the following three (3) calls: N 32'23'51 r0 I " W ►°')' M 1) S 44' 58' 54" W for a distance of 718.91 feet to a found 1/2 -inch iron rod for comer, 4 " E 285.11 2) S 27 48' 54" W for a distance of 536.67 feet to a found 1/2 -inch iron rod for comer, and U� `o S 45 00 57 I COy Z ` 3) S 8a 48 54 W fora distance of 711.81 feet to a found 1 /2 -inch iron rod marking the southwest corner of the said ro�00 76.927 acre Pebble Creek Land Company tract and the upper southeast corner of the beforesaid 27.29 acre City of College U4 18.54' it d Station tract (1029/13); Li a Lot 5 ♦ �� I • " n the common line of the said 76.927 acre and 27.29 acre tracts for a distance of 302.62 feet to j I �� 0.376 Ac. �N ♦ 'o o_ THENCE: N 39' 34 55 W along ,.� o Lot 60► I a 1/2 -inch iron rod set for corner; o (, i 0.706 Ac. N to 227.4 THENCE: S 50' 25' 05" W through the said 27.29 acre City of College Station tract fora distance of 166.10 feet t i a found cc Block 46 PEBBLE CREEK PHASE 9-D Subdivision as recorded in Volume 155.00' °0 ( 1 /2 -inch iron rod marking the north corner of Lot 67, , " ' 7655 Page 245 (O.R.B.C.), the northeast corner of St. Andrews Drive (based on a 60 -foot width) and being in the southwest line N 39 43 41 W I 19 of the said 27.29 acre tract; 29 ( 4" E .. 297.40 S 44 42 714"- THENCE: N 39' 35' 04" W along the before -mentioned southwest line, said line being common with the northeast line of PEBBLE 1, 0 rn I CREEK PRASE 9-D Subdivision, the northeast line of PEBBLE CREEK PHASE 9-E Subdivision as recorded in Volume 7311., Page 267 ♦ a, (O.R.B.C.) and the northeast line of PEBBLE CREEK PHASE 9-C Subdivision according to the Amending Plat recorded in Volume I rn' Is °' Pae 190 O.R.B.C. for a distance of 2003.85 feet to a found 1/2 -inch iron rod marking the north corner of said �I Lot 6 u ♦ o� , 0.389 Ac "� I br � ♦ l� I PEBBLE (,REEK PHASE 9-C )Subdivision, said iron rod also being in the southeast line of PEBBLE CREEK PHASE 4-B Subdivision as Lot 61 recorded in Volume 2324, � Page 199 (O.R.B.C.); - °J 0.769 Ac. THENCE: N 50' 19' 50" E along the said southeast line of PEBBLE CREEK PHASE 4-B for a distance of 166.18 feet to a found I227.7 a^w 1/2 -inch iron rod marking the west corner of Lot 1, Block 43 of said PEBBLE CREEK PHASE 7-A Subdivision, said iron rod also 2'44'�� W 29.01 I 155.00 " ♦ N o M a being in the before -mentioned northeast line of the 27.29 acre City of College Station tract (1029/13); ' N 4T1TS7 W 9 1 ♦♦ oN o00 z THENCE: S 39' 34' 55" E along the southwest line of said PHASE 7-A and the northeast line of the said 27.29 acre tract for a 0" 293.48 o I c distance of 1110.76 feet to the POINT OF BEGINNING and containing 55.025 acres of land, more or less. S A4843'2 j o `d 0-6 1 C wto n CL Lot 7 1 N 1 o m O r 1 N 0. 'r Q1 ¢, M I 390 Ac. 0 4 V � 1 w e v v 06 \ G ^/ 1 i a ;1.:" l Lot 82 Q o N. o, 28 -'1 A. 1 0_762 Ac. j 1 228.1 � � v Block Subdivision i I \ Q Qr 1 151.87 3 h reek 110) I c l , GENERAL r�OTES Central Zone NAD83 datum, based \ \ C 1 \ \ X20". W 1 `� � I 1. ORIGIN OF BEARING SYSTEM: ORIGIN OF BEARING SYSTEM: Bearings are Texas State Plane, h \ Pebble _C (1213 I i N 49 43 l 1 on 1994 Cit of College a Station GPS Control Monument No. 256 and'No. I (S 38*16'Incorporated E). Phase 7 1 10 P.U.E. Map Number 48041 C0350E, Map 26 27 31 110) ' L8 1 1 2. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, \ \ \ 75 (121 / _ 1 _ 284.02 00 I Revised May 16, 2012 a portion of this property is located in the Special .Flood Hazard Area Zone AE. \ \ I - 1.00 1 48 3. Limits of the base flood as determined by the project drainage report (October, 2007) in accordance with the City of College 35 \ \ h S 35+31:31' E 220.78' . I I _S 42'4501 " E "" 309 ' - - 68_30_- _ _.. 1, ` 1 ` 1 s lS. �e7 M Station Drainage Policy &Design Standards. ^,� \ 220.78 _95.33 _ - ' _ 1 .d l Lot 8 1 1 Bl �C ai y E. 23 indicates base flood elevations determined in accordance with the requirements of the City of College Station f 50.69 r- 10 P.U. r Stormwater Management Ordinance. %� r y> 1 NI 0.394 Ac. 1 ' w B�O�ji •'��' 1- 1 1 Lot 63 indicates minimum habitable finish floor elevations (N.G.V.D.) commensurate with the requirements of the City of in : 0� Oi" Ir°'• 1 1 1 00.737 Ac. ' 223 College Station Stormwater Management Ordinance. ' ! Lot 76 l N - Lot 23 �°� foo• I N 1 , 0" E .. - 1 228.4 0.331Zone, to � � "� r- o a' N � 1 e43 2 Texas State Plane, Central ro on 0.441 Ac 9 �- t No. 256 based r- 4 Monument v I Mon 1 Control Lot 25 0 Lot 24 11 S o 1 a. I - - - - �- 0.ot 5 too 0.287 154.70 1 Proiec�Benchmark: City of College Station 1994 GPS Con b Z NAD -83 datum. Elev: 274.91 (NAND 1988) d N 26.9 i . / / z _ _ N 1 7 l 0 3 " E _ 274 56 4. The building setback requirements are established by the City of College Station Unified Development Ordinance. 1 / " rn 9 W_ -� L=6.47 1: 62.96,E 1- 1 0: o 1 43 20 e� 5. All distances shown along curves are arc lengths.. JN � 2 20723' �� LOt 22 l� -' b loo s 49 as 6. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods. \� 0 P. p \ i > a 441 Ac, a M Lot 9 l.- -, � �- 4'o E. 10_P.U.E_ `° ' 1� O Indicates 3/4' Iron Pie set 56.76' 0.358 Ac. �- � p 89.37 " C35 �\ 1 00l cc 1 I M ,00 / it S 39'34 55 E - 146.13 N i O Indicates 1 /2" Iron Rod found N L t 77 n 1 1 N 1 1 O PK Nail Control Monuments set in Asphalt Pvmt., at Intersections and the radius of culdesacs. / / " C / 0. 77 Ac B4'I7d017 Dunes Ct. O 5, 1 49.43' Lot 64 ''� b� / ' R.O. W. PUE S 20 1 $ 1 10.712 Ac. 1 30 M� / /N 50 _ 22' .n 228.8 1 7. Abbreviation: C.A. -Common Area 11%15� 1 C.E. - Conservation Easement N 39'34'55" W - 179.77'27•3p,_ 1 iC ! 1 2 . / oy` 53" E _ _ ' J 1 0 1 H.O.A. - Homeowner's Association 03 , 80.22 95.00 - - - shy 141.99. l 1d P.U.E. - Public Utility Easement y .J � - - - - - - - - 10 P.U.E. � � v 1 o z 1 � 10' �- P.D.E. -Public Drainage Easement �1 1 l0 V.W.P.D.E. - Variable Width Public Drainage Easement 2.14' / / 4.55' 58'71' 1 �� LOt 10 1 ` 1 s 49 43 j 0 E I ' 8. No construction or fencing shall impede, constrict, or block the flow of Water in any easement or natural drainage course o�-N / Q0� Q / / �0 / / 3 3 1 0l 0.401:Ac. 1 including floodplain areas. No privacy fences are allowed landscaping the fencing. "1 0+� p CIA. � 9. No modification of floodway is allowed includingfill, andsca rn or fencin a /`� 3 1' 1 1 O 1 10. All underground utilities within floodwa areas must be installed by bore. a \`� ry Lot 78 / O,� to o 0 o z Lot 21 d g Y ") l '� o l / 0.470 Ac / o 0 0 ,0 00 1 rn 1 '' O 11. Common Area to be owned and maintained by the Homeowners' Association. �J / h� ^N Lot 18 o Lot 19 Un o 0.457 Ac. o / N 0.305 Ac. `~ `h a° 1 1 ' 160 p0 J 11 "LOt 85 \ cr \ 12. Current Zoning: GS -General Suburban /0 0.392 Ac o o c� _ " �, J o MLo E O Average Lot Size: 0.51 Ac. N oa /oo , Ja M / cn in 0 298 0c. M i 1 --S 43 20139.22'_ j C3 0 ♦ 0.697 Ac \\ N 9 t 49' 'O p 1 cp ROW Dedication: 4.6 Ac. 2p 30. " ^ / ^ Q N .. I ,, 1 �. cY o 229.2 \ 13. The Parkland Dedication for 3,630 dwelling units was made on Feb. 8, 1988 in accordance with the Special Warranty Deed of �, ^ / 33 N / O 1 ♦ \ N Parkland to the City of College Station recorded in Volume 1029, Page 13. � CO / W iv / 20 P.U.E. - 160.15 9p g3 rn Q 8 _______ __ , d 1 r \ Cp - 4'55" E - 146.43' 95.00' - -- - - - 95.00' - - 90 p0 10 0 1 , " _ 271 83 \ S 39 3 \ 20- 291 Q o / o / �� N 90.00' - - - - - 90.00'_ - - - 95.00'_ _ - -61.43' - _20 35 `" u► 1 ` O 1 g 49.43'20 E \ ��°.; Lot 79 / �^, CV1 /� - - - - 1 W 0 4 9 ACJ 1 \ �� .FINAL PLA 0.529 Ac. / :� o / co 1 1 , \ //o `D / w ,,� w w 1 �a-• Lot 12`o� �- 1 1 � , o a i 0.302 Ac 1 1 .Lot 66 ly 2 . b o 0 o o �� �� Lot 13 z 1 0.751 Ac - - - -� • / 03033~ / / �n o Lot 16 N o Lot 15 N o LOt 14 W 0.298 Ac z _ - O^ $ 1 229.6 ^ w ,,/ Lot 17 N g o �- ,h / d 0.289 Ac. 0 0.305 Ac. 0 0.304 Ac. a 9S. / / 0.361 Ac. 'uoi ,rh `� z 1 _. 114 22 1 . , 23 / z Z Z 1 s 1 4 rp / 90 g3' " _ 258.47 1 49'43'20" E .297 2 / _ ...- -„'• 4843'20 W S l Lot 80 / 0.480 Ac l �� -90.00 95.00 C32 " 250.00' _ 1 N 2030'333 /oo N 39'34 55 W .- 343.28 0 E - 135 �0� 1 W , / Flint Hi//s D�rve s a�9'43 a M 2p831 / 50 R.O.W. 115,00_- - 1 1 1 Lot 67 / 0.950 Ac. S 39'34'55" E - 387.72' i 230.1 G1$ 68.34' 110.00' _ _ - 109_77' - - 99.61' - - -- Lot / �--- - --- --- 10 P.U.E. 0.476 Ac. 1 SEE SHEET I OF 2 SREETS PEBBLE PHASE 7- D 55.025 A CRSS 84 LOTS LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 S.W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ONBRAZOS COUNTY, TEXAS JUNE, 2014 SCALE- 1 " = 60' Owner: Surveyor Pebble Creek Land Company McClure & Browne Engineering/Surveying, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103w College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 I .' ­ ­ � --- .- I I � � � . I I � i I I I - I �' . 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Ground(�_) I I . . ! : I � ! ' . i I i j i i ' � r_ .0 cz, : I .0 L I :; �� . A i � I ; ; i i I I . I I t C � : t � I a , L �� ; i . I L I i ; I i I i I :0 L I I : � . . _ ii . I � I I i ! I . I I I I 1: I I i i ; I i I ; i I i I : � f z : ;1 . I I I L ; i z I I � I I . . . ! �' I I i ; . I ; = :; i i ; I + ; . I : . I I : i 4 i i I i Prop. T/C Grade-// I 0 (1). n I : ; z . � f I I ; . I + � i i I : I . i I I I I L 246 .0 I I � � t I I . I _W Q) L i I w I I 1! 248 r T. I I L I i I ! : : ____ a__ r: + C, I : ___ - .____--'1 ___-11 _______�___L___,_ ­_­ . IL � _ ____--------- ! I I -,------,- ___ , ­­­' � I I 11 . ! ; I I I i I � 2' I i I i I I L i I ; I i L I 'L : : I i L i I � I i I I L I : I I � I . I I : ! . ! L . I I I n . 1: i i L i I i I I I I I i I : t � i I I L . I I I I I I I . I I L � 1 . . . !. . I i . I . . I + I I I 0. I I ;. I I I ! I : i I I i ! i . I I f � I + I . : . I I ; :1 � L % � I I i � I I � i i ; . I I I I . � � L ! I I . I I I I I . . i i i I � i . L . . 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A_�'A&, 'C, E � � : . 2 L i I . I � . I I + I L . . I I I : I i ; ! L i I i I U . : I z ; l � I f i . . I I : I 'L I I � I ! � I I I + I . L � I I :: . I � I . I I L I i I I : I I . I I I . I I I I i � I . I � :: I : I . I I i i � I I L i ! i I . . I : :: I I I i ! . - I ; � t i i L I I I I I 11 - i '�014 1 . I I I I � � � I i I '. .1 I I I . I I !! I I i ; i ! I I ; il I ! I I I I I : I . i � L ; I L , . I I : . I I I i � 1 I i � I ; L : . L I I I ;i i . I I I .11. e) I I I ! ; .. ; . � I ! � ; ; . I 'f � 4, �.Tr- LH-) .�'� ,. I , _. . - �f� �, to 1 -7-----'_-"__'___'- ;: 240 � t : I i . i . -f 4, � �_ __ _________.___...____ I ; , I . . -,-.---.--.--....--...�-.---------._------ ­_.____.__-'---___ ---- L : ._______� . i 1__.__._.__1_..._.' ­'_ -.-.....�--.---.-.-----,-..��.,�..--.----.-t� !�� . , I . I _. ---�---.�-.--.--..----�----..-.-.--.-..-, . . ......... ..... . .. �.--�.�-�---�--.--,-�-,-------.----.--,-.---",� ... -,-"--,--,-,*,-,-,---"""**----, ; ii . . I ; � i . L I I I I : . I + i ! I i L . 1. L I . I . . i I L i I 1 1 1 . I I + N I . ; I I 11 I ­­-­­ � ._­____ I .___._..__.__.____._..__._____ ___ ------- ___.___.__ '_.______.______________ ______ ... , -'-I---- "_____­_'__'­_" V"--____-"_'-'_____' . . I LEG _-E � , . 4 i 4 P 'ER'v N G . I . � I I 1 7 - . � : I ; I . I I . i . 11 L ! I i I I E GR - � I I I I � . L � . I z . I .1 . :_----- I � I I I I i . i . i L I I I I j i I i i I . . � I I . z I i ; I I L - . SHEET NO. . I : I I ; I I I . . I ; I . L i L � I ; I I I . � . : 'L I I ; : I z L I I i z I . I i i z L I . I I I i I t � I ! � I : I I � L I � I 1 1 � � i I I . I . I t I . i ,. I I i I I ; � : I . I � . I I I . . - i � L I . . . I � � 36 . � . I I i . i i I : � - . I . : i + � I + I I I i11 � � ! I � I I � . .___.___._____ I : i ; I I 1 , _2 36 1 % I . _______.'________ -.�----..---.�-��-.�---...-----",.-....-..--�--.�-.--...-----�.� ... _ I , . I -----. . _____'.'...'._._____.__ ----,--"--,-------"-,-"*-"--*-"-,-- -, I ____'­ ­_ I i I L i ----,-�..-.--.----..--.,-----.-.,..-.-.-.---..- _______ . . . .............. �.-,--...---------.-",�...-.--�--, _ .... . _.....- .... ______'____..._____. . ........ . ____ . .. . ....... --,.-.-.--.-.-,--.,��-....------.. . ­-] � I ; I I ; i I I I I � 1: ---.---- . ..... __ I [* . I � : -��.---.,-�--�-------.-----..-..---� ------- ---,..'�-�.,.--,-�.-�..--------..-----. ___.___­- ­­­­­­ � % z . 1: I :! . z i : I I : I I . i L ; I I I � I . : . i � . . I I I ,. : � I . . I I . I � . I � - ; - : . I I ;: . I I . I i i I L i � I . I L I I � I L i � I . . i I i I I L i I I : ; I i I .. . I i , ! L I I L I � I - � - I I � I i I I IE I . ( 20 � + I . I . I i T . . I i I . i L � I . I I i 1 � . i I I ! 11 I . ­ . I . I I . I L L ; + I � : I i i I . i I I . 11 . i I ; . : . I : I i . L . I I L I ti I � I I + L . i � � . I I I . + I 11 i I i I I i I I L I . I ; i I L . I . . ; i I � : I I :i . I t i : . I ­ I + L I : . � 11 z . I � 232 I I ! I . I L! I i . I i . : . I I � I I t ; I _ � :1 . I L I I i L I i � I I I L I ______­__ ___.__________.____ I . . L I ,� 32 1 i . L i . ! I --- -_ --- I I ­ ; I . __­____._____.____­__­ �� : __ I it ____� ____________._______ I ..__­_..__­___. _._______­___.__­___..___ -------- ---.----�---...i-----------..-:,.---..----------.----- I ­ _. 1 18+00 L I � . +00'L , . + . I _______.__.___ � . . L I . � : I . i i 0 -P _' Q W - ' - / ' 9 "6 e ; I _'i '�i-.14tw- ' I lk`�' %%,%,W I 11 I , ! i ' . _.- t", _: ��_ V,-":" 4611j, 1 1 1 1 . I . . I I 111+00 12*00 1 1j*.00 . I . 114+00, 1 15+00, 1 16+00 . 117+00 - I . IL. I I 9 . I � L . . I I 11 I ; : 1 __'71 1 � - � � : � I + I I . I �' � I I L I I 11 I I 11 I . . I . I � .1 � I I I L I I L - . � . L . L . � I I I L ; L I I I . .1 . 11 i I . � I I � I . I I . . L L I L I � - I . LL i . � . I I I I I . . I . I L I L -! . � I L I : I � � I I + L . I I I I I I . ..:; I I . . I . . I . I' I I I I I . I I I I I I :: I L I . I . � � I I �! . I L I i I I I . I . I I I : I L L i I I 11 � . 1! . I . I I . . ; I L I . . . I I I 11 I . . � I I . I L I I . 1 . . I i I . I L I I iI . I I L I - �! I � I I !' I I I I . 9 249 Pebble -Creek 89 Phase - --250- wo WS6.01 / ` `- ' WS6.02 r �c� O '•�� 2 j i 121 12Vd= 12bf'- 12a // r f �, - _:-� ;;t -- --- y� - Wss.o y 253 4 ,� a i yrs •,. --R_.. _ 32�id... t cYY 12'1 12W 12t�d i•1°,�>� 1 1 A/��...: - �- _- r \ 4 \.:...7 7 __ -7- f / _2 12��".;,.. 1z�� 12�� .. �2 ?� � r -� �� � ��-� � ��_ v� „'�---- �; � �JEFFERY.L.•R( 12�i .. / 1Y 1 ayy� 121 / fi-- x c� \.................. l t / 12' 12Y .: �a� WA -6 fi « _:. « o Q I F \ 19474. --� 12U1 �„ r< 12Vd � 124' � 12Yd �.: , „ � .._.. _ , r». r ._.. .,, 1 •. C c 12Y1 c J, Install End/Road Markers (3) �� F .. EN •......• Sign Post _ 0 /?/ yr E a - n -T -'---OE.-•.,.- -••- � -. -�E / 100/Gulf state Utilities Co.5Sign W Stre(et Name SI n Electrical Trans Esm,t"0E--oE�4-0E-O urt \ \ , Ac'0<g L Q�------CE-- / -4E_ OE• -----•--per- \ \ N � of ae- �---n�-•-� -oma I •-oE-- o� � a� '---oE n!wo�-------- �- 13 b� OE. oE--,--�-- 1E i \ ©E oF--------0E al--�---c: Or �_. _ _ � ISSU F - E = r a.- - - c- --QE pE--.- QE 6r ® -00 Street Light // 21+00 � .... ..:... .: .� � v_ .: of � - - O R _ _ tlE... -(11� Jc / _ _ - 221.00`, .:. S 42'46'10" E _ - - - - S 39'31'44" E .;, 23+00 .. ..:..:........:..� :: >^---_-tlE I AND CONSTR Q1 S 28'09'03" E � / i _. _.._ _ _. � _ � o m 200 � sly ----•---._0 � a:: ......_. l - - _ _ I I 25+00 - €3E- aE-'--•-.�-DE.....,_QE,�\�--Q�-dot .... ;��� `�`� tr �� Street Light In - - _ N m - - - - - - - -; - - - - I _ _ Pebble Creek P zs+oo Street Li ht _ _ r kw� y I_ 27+00 vE _ - - - _ _ _ _ _ _ ~-- - S 3935'04" E _ __ - - -- ..- - -- _ _ p _ _ _... .- - _ -..__ _ 1 o sldewa - - - - - - s e _ - - _ �_ _ 29+00 / Install End _ _"` - C " _"__ "". - �" S 42'17 30 E" �. - X3231 44"�. - - -/ _ O o ,_ --- P - >� - --- r' - _ _�-.:..e - �- € / �_:. ---- _ - - _ d / t� t1-Roa rker 3 N ------ �- -- _ d 5 30 QO E -_- - - pStreek LI ht . - Prop. Croswdlk _ % Ma- - `1 } _ , _ _ _ . - _ _ _ - -- - - - - - - - - - __ = • -. _ - - (See s A-4'01 45"� --� - S 39'35 04 E P p .__...._��___._ ..,._,,,/ _�____ S 42 20 26 E S 39 31 � .. Sheet 02.3), _ w {' ^� _ _S 39'31'44" _ P -- -t f E ./. f'ower_PRI ' 20' C' i- _ :. P I� _ - _ -_ =� '-_ - R=505.00' _ - - - \ � � P ---- r ---- ' ,_;_ w .-...�._. �'" � City of College Station _ � � ---- r�------._-� - ..�.. .____ -. .^ --- - -- . - _ ._.. - - -- ._... _ _ :_.�..:.,--..____. - _..--�_.,_,.; _ �- -•-, 44 Sh -" ¢' P -..•-, - P - . - p - _ F -- f� _ p _ . _ p g / P p . _._ : M L=35.51 • - - - _ _ _..._ a - END - PUE - _ " - - - - --- _ _ _ - =_ = - = _ - - -.L� rn'E 4 OF ROAD MARKERS -. - _. - _ � �' (713/687) . _ P __ . _ A- 241 26 -- P �% P - - T=17.76 - YP = - A=4'05' �» - _ _ _ / P : _ P _ - - P ,- _ P _ _ .. - . _ O5" is _ A=2'45'22" _'-. .- E _ I$. . ; o _� J_� i h5 _ $ -16 OM -X18 -) W } } _ _ - - % R= 1055.00' _ P - P - __ ,....Chd. Br . S 37'30'52" E. _ R=495. . _,"= _ __ _ _ \ -�-gyp W r - Q S� 4R (� 8 X� 8 I- m jo ¢ b -- __ _.-e_ .-- -r - Q m - - - _ _ - _ . - - _, - _: - - _ � _ _� L= 49.85' Z � � � -- _..�.� P-- � � P _ :_" P _ _. - OO n . �� � 60 Cla jon Gas Co. Esm t R-495.00' � ;. � _ _,. - - �n hd. Dist. 35.51 - P = - L-35.29 ' c ` ........... _ . e r L=23.81' - P~ - -� P - _ Signs made of 3 32 Aluminum o _252- _ _ _ /_ _ _ 60 WWtde Exxan - P p _ _ �-- - r- _ - s . 21.` - 2sz ; o a a - T= 24.93'..:. - - - Pipeline COs 257 / mieUm Z t _ - �» _ -�_ -_- ~= _ _ _ _ T=17a5 P P P _ _. _ - -- _Sign\ 4 z �•----.-�1 With Baked Enamel Reflective p _ P - - Chd. Brg. S40'56'17 E _ / \ POS( �- _ 25 Z 1 - P _ p - -- -- - - _ - - 256 - C _ __ -T 11.91'�_ > .P 3 W -_ --� - - - hd• Brg.. S 3732'32" E ./ �" -"" ' -~~- `^. P P "--- " - Stn _ 3. Finish and Screen. Ir c� Chd. Brg. S 40'5745" E _P " P _ ._ :f . _ _ - g E'?�- p _-. P _ r _ p _} _...� ...p z ` Chd. Dist. 49.84• . ` _ - - -- - 255- - _ � _ _ _ _ _ Chd. Dist. 35.28' - / _ _ - 258 W Str / g Post -.I� _ o Chd. Dist: 23.81' eet , 3 _ q r w/Street Name 254 - 251 \ ` ,P P� _: P _ p _ P - -_� _ . _„ 254 -` - - _ _ _ _ - - - 257 - Name Sign 9 Sign -- . ++ � W - - - _ 250 / �' - -r� _ _ _ . - ~w -- - --� - - - - - 256 - - A=2'48'42" _ 9 _ - _ -_ -,._ / ?3 ti5� - - -_ - - - = 1'= -` ' ° =' " 255 R=505.00' _ _ - _ y _� _ _ __ --- 254 ' \ _ _ L=24.78• P: _ _ -- P - [r I _ ._. 253 T=12.39' P 79.00' _ P ^ P _ P t� 252 r - - t i , - __ _ _ _ _ _ ` _ .•_ ' Chd. Brg. S 4(756'05' s - - 1 - i - ��-r - -�- - - _ _ _ ` 10 PUEE _ . _ �_ __ f 25 _ J t _ i - ~ - •.•-- - - _ _ - Chd. Dist. 24.78' \ B. BC 250 Ex. Detention = W to / `tion Pond - - -_� �., � i � Pebble Cre - - I r • O O E . 15 @k --. - 25 - �` �, F� 10 U O E t= Q f t 4 - i - 16 P \ i _-_ a / bias@ SID Y Z >_ - o - a o v - - 18 1 II 19 O j I \ i / + O (D I i r I /' O N 1; rn _ to to g C c > > (D O m ---'-- ------ l i EE ._ � iJ > [C tr c f its L 3 C9 41114.:. .. I -_- VARIABLE PoIDTH L L Pebble Gre __ek P W 3". !AIN. -y _ 7} - --r. r; � �...._._ - S' LAIN. : ` - - . - SCALE: n - , r- r c ALE. Hor. 1 - 40 " _ T N - Vert. 1 - 4 I Monte aroDamasc to Nltn 00u ._ I I N tV V 3 2j" Galvanized i� 00 N 500 .. 11 Steel Sign n Post � g 111 ._......._..._._:-..._ t•' MIN, ff � - - A 2 Lbs. Per Ft.Bact'i ground- Grsen T i � ^ - .. _ N (Plumb) Type il. Or IV f e-(eCTN2 Sheeting - - � - - Letters- 1JhrCe Type tIi or i'J-P.er,e'-iive Si _ _ _ � - _ - _. 'lo ea a t illi `Ones '9ned tU Pvbtic qtr - : _ .. 2 Bags of .ml ee s -within the city .pias shat be' Lr.: it ident:ccl e simian,- to ary exis trip public or ori,,aze t q„e and Oat be - _ - - Sacrete t,� (Min) be approved by :1-e City of Col!ega ,. .,, eat rune in street rune Must � - - _ -. - - ) - stntirn cid shnU not be nn eo a- tar any (1111.19 per Son. �atrla$(U$ I'1. 35Bp - - - - - - Hand Tam 2. S tree t rune s't'ns For puhUc c tree'ts shot: be ^:nn ,F• _ � �I_ 51ade, mnasurine 12 'nchr_ in I -a ha t uc-ured with o Cicno' aluninun-'i - --, - - - - - - - - P - As Necessa /''� �, Finish Grade - - � � - i sign / �.. .. �/'� P nCc FCR, tVruRE - g end Sha = - C IATCRY 51(Y .. - 0 3 Background h<etn and Icy It meet AS731 uA 9�6 SpecF cn lo..^s For ^ o= S O shoe :Ing stnndcrds � y. - 1.[ or IV .. _ _ - U , 4. Lettering shalt be 6 -inches an Z M Zr O ' r BE SIQULD QE RtS4 I 'n=DCE W F tree with For spree, npne, the secondary suFfix alid .. I - - ., O co Font 2 with !BO% spacing. MadiFicnt n Bleck number shell be Ctea.view \ '' .rU ,/a• Aeor.. r=.poop - p - Engineer. - Io s can be node with apprrvol Fren the Clty Tr /'. - �. ..... :.. BLOCK ANGI= - - - . nFF1c. . ,.1 .. _ (� c`n . /� , \ o 6. Street name signs shall be at least 24 -Inches i �,-'�`I"... �� _. - _ _ _ _ _ C? ,�� // \ Zz : ... _ _ n width, b_,t na more th^r 6a inches. - 1400 ROYAL ADELAIDE LOOP C� 5 ' i. The.Fo.lU..iny abbrevlatlons ehan be used� h( €.� '- - 100 PEBBLE. �.. ,.,.. ...- \/ /\ / co far all suFFix abbrevia:ipns: of } 5400 ST. ANDREWS CREEK PKWY / ® 5100 PEBBLE CREEK PKWY rn AI'^Y A` -LEY -tie: ht \ \ W Bclevard _ Y - F:1:rY Square -m - = I - // W B:vn H111 ..a 5_ NBUI.PR _i'�'"` .ice .. - Crete h!LL Street _ST .. sxr_r k..,._. - �-_� :. - � .. - � / / > � County Read -CR Junct on -JCT Terrace -TERR - - Z N O -..R L ane _ - SIGN INSTA I grin► Nam /\ Ccurt -CT L on -Ud Tol4nay -TWY _ t? - -, \ _ LL 7 .. P-I_DOP" Trace - O Cove - _r.J a r .. 'TRACC .a k.ay. -PKWY T. t7L-. -r-- . i.<e _ _ IL RE -o iacnraETAa svc r. [- ,- . -PIKE Na _ ',.,', - I -_.. :. _ { IT> LB rca - / Ex„ireana -:XPNY Y .NAY >:. c.n_Rn_ n.pc n1m11rR I - 1 . Alt s1 ns shall b \ / O ao N 9 $ ` oste n Y _^ Pl_ce -FL =,rz ciao, Rap --:.� ;:. --4 .moa R;E INeEr Ax L>PT •AND 4o.,e d _ _ p on 6 foo _ FreeRay ..r nW'( P .. - CR Pn RET3PR ...: - -. E OLS. AAL yniIFETS t la - (.,La LSE r.EDLE AA.f:riR F � :' .. • n . 2 3 8 - \ \ M1/J diameter 9 / outside \ \ Z m E,R LOCAL sAREEss'nn,r _ - Galvanized SSignposts- teel Pipe ? 9. Eardinat d.... ' • . _... P that / 24 Lions should not be used 0.s the ' :w � i.. ,•>"'AIN . weigh two / O d direction Is. used it � .- Pr.mury streep' .nor.: �� - :. -, - � -. _...._.. -. pounds per IIg (2)... P p near foot. These / - x e o cn sh..lt r e If _u_ceed .he primary nave Ce.g. CF.RLL LANE N' a c.,ra nal. I,. ,¢. IAAY be la Z w mm ►P ted e a / abor 11 mum F- - e la tions shalt apply: ,]RTI -Y,. Th= ._ . i _ .� - .. � - - Of_ :- .. 2.5 .0 3.0 feet into \ �, o2f �c the ' NU^th S rest _ FU{tornng -. .. .. -N Sou _ _ _E �<stli' _• 5 � - _ ground. A hole / o at least 1 a� m one foot in dram ter z s , Northeast ,lE. `. raLM1.�AI.t,N: C:. A L STREETS hall b e dug or drilled a a W o_ o minimum L o _� Southeast SF ` :AA^_: -p AS ullat .. B 7.� • m . � - SUuthwesC -S'.` t`:Urthwest -NW r_t - _ - thiC@@ 3 Of / � W ._ y O feet in depth. The stn d FciCRS FID tARCFR • • signpost shall be laced \ P Str + ee , na yns) ;halt be mpunted Un n 2 316' (i.t.W browa pU:e ust.,...iT mist .. ... -_ V W N Li tis sign tee,Loca .lan of pale shat; be op: „ g cap end RCFER ra Txppr p:rn1. srD(A.P-, _ � - - vertically tomb irr Y P the center oft � o he hole and secured � prow?d by the City Traffic f.nyirFe^ or designee• sna�pwa�- `sTA1iA.nnN REwnReu.).�u�r��ePwERdli,^, - - � - .. a minimum with Z L o 0 m of STKEE 1' NAME SIGN two 10 Street nine Sig, R R- DE I'A - - - 2 socks ks 9n pcles iacnted ni .:.n the Texas uepartnent p usE ,eAr;Lul ne ;:. iP BAs'Faan i�r.N= IL .. .. - - O of sackcrete. _► - �, o The c o Right e; -hay as wed as 'n Ci+y 8174! ens =<t e Transportation _ srREEs ansa! ED As N-uoR n.' '� 1 A'L - � O Inry?r shah b? 'ns+. street, s rith a eEassiFieatian of minor co{le •tE.rpR,. nap tnreeR shall `trete mix I S be hand tamped as U (� rn necessary. ,_ ailed using n Texas Un:versni it ianyte slap base system accerdinctar and - � , _, � - TznD' Standards SI`n (SLIP 1-n? cr raSt current •:- r. 9 to - : .. - .. 2• - � � _ CoQ% The sl ns shall be - 9 installed so v rn n+ - that o - the Z With - r, on + .he fi.v Z',1., ai streets cirssFied as lot S. rare syo^poles tacated - - - - bottom of each sign c o V/edge Anchor S n1 street shalt pie -tatted �,.:;:.,:nq th_ - � ''` � ..-.. - - . System accord n9 tr, TxnD' s'.crdards .. -0n(TWT>-n2 � < SIGN, ( � I - - -CIO shall be 9n / ' at least 2.5 feet above the round ' at � ' 9 the ` � W w .� � ., J-\ (\: (..) f � f� l.� base , An approved e�u�l .r os` - - Of the signpost lost O \. any be subsUtuhed far Che `dodge .Ar.Ufer' system. rrent,.vers'on• _ : - � - � 9 F r above an ad \ signposts shall adjacent travetway. All clTr� car COU _Ecr STATIONbe installed 24 inches s from .the travelwa . � THESE PLANS DO N The h \ - GE?i c-. P.0 811 wOq Y,.c... IP.FFFiC EN GIk EER11tG - � - NOT IN hardware Y INCLUDE NECESSA r@ US@d t0 a 1,11 roodsidr. sign :rstchaticns must ccriarm to the fer,< � - .� .. .._,. .. -..: - RY attach COMPONENTS the signs t0 thesignposts\ \' NTS FOR CO g \' NS S \ \ TRUhal CT in the ?DID Manuoi on t!r:ibrm Trciric .Contort Devices r.ohstondords outlined � - � �I I_, (_ IC J I `� E E � Iv % �'� � S I i� I\. - 1 b ON SAFETY• @ the same as khat_ lateral locution.. she City ircft;c Engineer or his de. r.- respe_t o el�,h t. dad -....__:._............_.:......._._..____.._...:.:._:..._. - - r;e shall : 0 ci1.r __._. .:...._._.....__......._...._ I - currently .used by the City Forces. '/ \/l�\/�\ location of all suet aprrov� the ., c.„., S1p1p __... _. _.___....__. � - - - \/ - - names signs. - ••a:,.::cor 1 R . vara ozyriv \ oLz,/K7 DATE UES,`NED ! DRAIN I cHrcNE / / NOTE: LOCATION OF EXISTING BURIED UTILITIES, //\ /\/ WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY 12 EXIST UTILITIES WHICH ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING 272 AND PROTECTING ALL BURIED UTILITIES. I END OF ROAD MARKER DETAIL ON r O tp o6 C5 � o0 oN' to Go o See the Texas Manual EndofUniform Traffic Control Devices (Texas MUTCD) + N N . o rn ro o h i r� w" _ Roadway Markings Section. O II to + N N to Ir' IN d: ^ 'n c0 N U NII N N IN 04 j O M U II N fN M i t0 rn 272 I\- \ v II II N N rn .r.- rn N o o 268 H o\ U V 11 II :N O M M o m O O -._..._.. - to N to 4. O O ---� U V II N ip O 1* O r0 oD 00 to H \ it t N rn 4 o n o o F- \ v o II €I tv 0t' o rn to o ui H \ V II II I N N 010 to of c0 MU j NII 11 N N 0)10 + N000 f- o U N U II NII U („'- 26' 0000 264 - 8 .1 _._. c - 04 4- o 260 264 ^^, -® W W W 256 - _ 260 U Ct3 100.00' Vertical curve n ' Low Point Sto. 28+00.00 Low Point Elev. 254.60 I Ex. Ground(Rt)-� VPI sta. 2a+so.00 n VPI Elev. 254.91 GI 0.629, G2 1.18% 100.00' Vertical -Curve - 2J�-6 _ -- - -- Low Point Sta. 20+51.45 � - - _ _ - _ - � � - - - - 252 _ Low Point Elev. 250.11 - - - - - - - VPI Sta. 20+50 --- --- ------ ------ Loo ...55`^y^= - - ._. - I _ _ - G1 / �J� ,_ _ - - - __-- - _ -0.669, c2 os29 - - - /0.627.- - - - - - - - - - - - - ---- - ------ s ----' ' 78 - - ------- _ Ex. Ground(q) 7___ i 2J�-2 r h Ex. Ground(Lt) Prop. T/C Grade - ------ --. OE /eta €,3 k 248 ILLEGE E IN '1 --- 244 - 248 to I ILS 15 C N1 SHEET NO. _ 244 240 21 f00 22f00 23+00 24+00 25+00 26+00 I 27+00 28+00 240 29f00 30+00 R. i 410 .Lot 66 0.751 Ac. _ G^ 0o1 229.6 ..- --' "'. 114.22' '!� ♦ \ SEE SHEET 2 Lot 80 / ( 90.93 " W _ 258.4'1 " E 297.24 - / 0.480 Ac. / - 4g' 43 20 4-43s, 20 % �,-----=---- 10 P.U.E. _ _ 53.32 N S\ 36.71 103.31' - - -90.00 - - - - 95.00' 54.97' - -- �=51.78' L= c8 ♦ \ No Scale: 1 "=60' 30'33„ o N 39'34'55" W - 343.28' C32 0, - , \ \ ,1 , 20" E _ 250.0 135.00 G ti / 20831, / Flint Hi//s Dive S 49.43 r M \o 50 R.aw. 0 115.00 o \ o'co. / / �► / / ,�$ S 39'34'55" E - 387.72' Lot 67 \ \ :� 3MEMENRE / / G 68.34' 110.00' 109.77' 99.61' O`�� v / i N ! i ' 0.950 Ac. ♦ \ ts✓ Lot 81 /-------------- - 10 P.U.E. -------- ! ,nI Lot 1 �- t` 230.1 \ 0.476 Ac p 0.404 Ac. t7� t` . 00 N o 3 ' �3 `� ♦ to \ ro l 20 30, / 3 / o _ ) Lot 20 ro \ o 0 o-0 o -p I 0.433 Ac. "coo ' N 41'4757" W 1 1 Os 6g' N N Lot 1 i 2 / l a o LOt 2 in C5 LOt 3 in po LOt 4 o, ♦ I �� N N �r ;`4 d 0.381 Ac N cu �� �o - 155.66 tr o 0 0.353 Ac. 0 0.354 Ac o 0.353 Ac o / v N -► d a� I I \ 'N o -• o, to to v a' \ °°I- °, o� 22 V, �, / l S �N M� I I ` \ N y m o < / r0� Lot 82 / �`" N /l /� �/ 2404'11" F ` /ry / NI �* �\ ` °��°,00' / 0.472 Ac I ,N l _ _ _ _ _ / �� �'/ 144.1 j' /�• �/ Lot 2 I� /• ;v w rr -- 2o_P.u.E_---- ------ ----- -/ °�'^y 0.372 Ac. -'I Lot 68 ♦ o0o ° 0 0 ^ N 39'34 55 W - 134.55 110.00' 109.77 88.23' / /^ �` 1.35.3 Ac ♦ N y (V l 0 30 3 >, /p �O ,N - _84.00' - 90.00' 90.00' 178.55' ti0 / `�? °o °o ° - / 3 v/ / 3 2 rn 1- - ------------------------- a• ry/ n i<, / w 204.1 Lot 192o'pg. ,ry o� / 3 .L�l O�i.LL �� / '\rO�l% / 0.349 Ac / / 160. .'� o 0 o o 0 0' .o� ;y o 3�1• ./^� o'/ <"v/ S 2s. / N Lot 83 / "l Lot 8 0 0 0 o Lot 5 2S 1g,r ♦ \ / in • in in 0.406 Ac. 0 , O h• st Sy F a465 Ac N O Lot 7 N p Lot 6 N / pc �! / O ^ / / 4 l 0.341 Ac d- 0.289 Ac 0.289 Ac. g / ci �rO / OO, F ,/� / / rn/ 26 48 \ 13 • N 03Lot 3 0'33y w p / Lot 18 / J 2p 0.306 Ac. / N ii ry 10 P.U.E. / tij S 97.31' ------90.00' -- -90.---- 50- c,`y / j°.OSS / / v c2� ' o s o • o w / / Lot 69 / N 39'34'55" W - 327.39 A O 00.//oe 1.390 Ac. / Lot 84 / Hawks Ridge Olive ° • r , / 50' R.O. W. 6.35 a 460 Ac ILot S 39'34'55" E - 330.43' C24 v/ 0.282 ALot 4 � / / 0.386 Ac. 2p 30'33y /oo G _ _ 83.94' - - 110.00'- _ _ 105.00' 31.49' G`Ly�� 10 P.U.E.------�\/\4p.30' ��yi SO• //^/ N`3'g `��`•'/, �// 0c, h^ ♦♦ 12 v rn 9 70• l l O?, 00 '/ 1 �S , Q �rorO , �• 36 / /?S >>y �h / X00 2 ,,o%a•oo 3�3. / IC '� Lot 85 �,� / o0 00 00 0_ �� L0.436 Ac. / h0 N ,N / Lot 12 N g Lot 13 N o Lot 14 N `� / • moo/ �� � ��' �h �% �� Lot 70 / n.ts. 15.47' l / a 403 Ac 0.354 Ac 0.337 Ac d lot 15 N tri ry �/ / O�' � �. ry / 1 qi o b ,- o - o Lot 16 ti , ,�'`j Q 1.111 Ac / o o M/ to to to 0.304 Ac. � /h• Lot 5 O \ Q i o / 0.319 Ac. ^� / / a 8 / N /000 N % N N / / / 0.507 Ac. �� P6 0 S / 2p• O I 30.33„ l cv l /Z � % /Ory � � •�O / 3�OS � / Oo � 1 1 1,829 W / N �- - ---_150-.1 -- --- --- 20_P.U.E_. ---------- - /60'���i N 1 / �Q��1� e ro.kPar}cw S 3934'55" E - 5' 110.00' 105.00' 103.12' 67.16' �j/ `313 / k1 ( 116.65' 100.00' 100.00' 100.00' 118.78' 1 ?,8 ,/ ° It / r--------- -------- ------------------------- 2 /�^ f0'tii/ _ •29• G / 1�1C O Congressional / Lot 71 :5 ►; _ h ( .Lot 86 /� _ _ o N 0.432 Ac �' a 4 / n/ t,.1! w w w w / / 0.925 Ac. . to to n p p p o p o 0 0 / o / 3 j -C✓ _Lot 11 o Lot 10; o Lot 9 Lot 8 Lot 7 Lot 6 N N N o ty O N / \ a 427 Ac. � 0.321 Ac. d 0.321 Ac � 0.321 Ac � 0.382 Ac, g 0.564 Ac. /� �/ F r .' O ,- O ,- O r o r O r V ^ - 15.93 N 41'0716" W I �' to to to to to �/ / / 4'/ goonty circle 1 z z z z z , - � o 148.07 ; \ � // .30• // / �� s V► oOps \�------------------------ -- --- - 10 P.U.E. --- --- -- \\ 94.87' 100.00' 100.00' 100.00' 1 118.78' 120.30',� Lot 72 Q• /. x 10 `° ! N 39'3455" W 633.94' G'` 1.088 Ac. �O /•.'e� e y6 FO- I I Lot 87 \ �X . State Highway 8 / a 496 Ac � Quarry Oaks Drive 50' R.O.W. N 39'34'55" W - 606.04' 9 � S 39'34'55" E 1944.11' N 25'05^ E' , ,� , p �jep­ ram an ac ua survey o e property an a t propert J TY /V//it _ 100.00' _ _ 100.00' Official Records of Brazos County, Texas in Volume .Page 100.Oo' " 105.00' Rj� P�BBL� 123.16' - - - - - - 14 15 16 17 18 19 Witness my hand and official Seal, at my office in Bryan, Texas. Lot 67 _77.88' L=12.34' - - - - --- - - - --- - - - . _ 10 P.U.E. - -------------------- ICNI Common Area Phase 9-E (7311/267) !� 0;�I 1.102 Ac CERTIFICATE OF SURVEYOR AND/OR ENGINEER County Clerk County, Texas STATE OF TEXAS o+ COUNTY OF BRAZOS \ 31s1' 1, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in STATE OF TEXAS - 6 -,--------- 35. 8, - - - - - - - - -� 1 tf�e State of Texas, hereby certify that this plat is true and correct and was d ft 1 f 4-kd th 55.025 A CRSS 3 STATE OF TEXAS 3 COUNTY OF BRAZOS 3 3 3 3 Lot 88 \ �o o� CERTIFICATE OF CITY ENGINEER o� o'o COUNTY OF BRAZOS 00 undersigned authority, on this day personally appeared CERTIFICATE OF PLANNING AND ZONING 00 a575 Ac �� LOTS 4-25, BLOCK 62, LOTS 1=8, BLOCK 63 N o Lot 90 N o Lot 91 N o Lot 92 N o Lot 93 N o Lot 94 \ that he executed the Lot 89 0 of College Station, 0.344 Ac o 0.344 Ac. o a344 Ac o T 0.362 Ac o � a472 Ac I 19.21' co 0.385 Ac to to to to to ' to cn N N cn L=6.29' I i I Area S -Common 82'13'42" E 56.39' ----------- ----------- =------- 10 P.U.E. 155.41' 132.94' 100.00' - - - 100.00' - - - 100.00' - - - - 105.00' - - - - - 98.56' 41.44' � S 39'34'55" E 1944.11' N 25'05^ E' , ,� , p �jep­ ram an ac ua survey o e property an a t propert J TY /V//it - - - - / - - 7---- Official Records of Brazos County, Texas in Volume .Page " h Rj� P�BBL� - - - - - - 14 15 16 17 18 19 Witness my hand and official Seal, at my office in Bryan, Texas. Lot 67 r' Block 47 Pebble Creek Subdivision , Block 47 I , , Block 46 Lot 73 / ICNI Common Area Phase 9-E (7311/267) !� 0;�I 1.102 Ac CERTIFICATE OF SURVEYOR AND/OR ENGINEER County Clerk County, Texas STATE OF TEXAS o+ COUNTY OF BRAZOS N 50.25'05" E 31s1' 1, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in STATE OF TEXAS - 6 -,--------- 35. 8, - - - - - - - - -� 1 tf�e State of Texas, hereby certify that this plat is true and correct and was d ft 1 f 4-kd th y markeN 31.91' N 39 34 55 W 302.62 ad monuments were placed under my supervision on the ground. m �Pwht Of / t cn Pebble Creek, pG4wal �O _ Kevin R. McClure, R.P.L.S. No. 5650 N100' R.O.W. 100' Wide Gulf States Utilities Co. Easement (130/152) 00 1 -- - - - - - - - - - - - - - -- - - --------------- - - - - -- W ----------------------------------------------- - - - - - - - - - -- - - - - - CERTIFICATE OF THE COUNTY CLERK - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - +� _ - STATE OF TEXAS O � AQ 20 COUNTY OF BRAZOS City of College Station Easement (713/687) h 60 Cl on Gas Co. Easement (473\65) - - - - - - - - - - - - - I, Karen McQueen, County Clerk, in and for said County, do hereby certify c60' Exxon Pipeline Co. Easement (49/25 & 959/149) that this plat together with its certificates of authentication was filed for record in my office the day of 20 in the FINAL PLAT. streets, alleys, parks, greenways, infrastructure, easements, and public places 20 thereon .shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. - CityEngineer ' Chairman City of College Station Notary Public, Brazos County, Texas Owner JUNE, 2014 SCALE I" = 60' Owner: Pebble Crelek Land Company McClure lrrSurveyor: Browne Engineering/Surveying, Inc. 5,102 Storiewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 10650019-fp.dwg - - - - - - - - - N 3935'04" W - Elim 200,E - - - - - _ - - 7---- Official Records of Brazos County, Texas in Volume .Page " Rj� P�BBL� - - - - - - 14 15 16 17 18 19 Witness my hand and official Seal, at my office in Bryan, Texas. Lot 67 Block 47 Pebble Creek Subdivision , Block 47 I , , Block 46 Phase 9-E (7311/267) Pebble Creek Sub division Phase 9-10 (7655/245) County Clerk County, Texas t %%�Brazos P_jffA/ / 1/ CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS 55.025 A CRSS STATE OF TEXAS COUNTY OF BRAZOS LOTS 59-73 BLOCK 39, LOTS 76=94, BLOCK 43 CERTIFICATE OF CITY ENGINEER COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared CERTIFICATE OF PLANNING AND ZONING COMMISSION �� LOTS 4-25, BLOCK 62, LOTS 1=8, BLOCK 63 We Pebble Creek_ Land owners and developers of Company P the a land name is subscribed .known to me to be the person whose to the foregoing instrument, t and acknowledged 9 9 Howled ed to me 1 Chairman of the Planning and ' 9 I, Cit of Calle a Station Texas hereb certif that City Engineer of the this Subdrvlswn Pla AND LOTS 1- 20 BLO CK 64 , shown on this plat, and designated herein as the PEBBLE CREEK PHASE 7-D that he executed the some for the purpose and consideration therein stated. Zoning Commission of the City of College Station, hereby certify that the conforms to the requirements of the Subdivision Regulations of the Cit of g y S.W. ROBERTSON SURVEY, A-202 Subdivision to the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever, all Given under my hand and seal on this day of attached plat was duly approved 20 by the Commission on the day of College Station. COLLEGE STAT/ON BRAZOS COUNTY, TEXAS streets, alleys, parks, greenways, infrastructure, easements, and public places 20 thereon .shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. - CityEngineer ' Chairman City of College Station Notary Public, Brazos County, Texas Owner JUNE, 2014 SCALE I" = 60' Owner: Pebble Crelek Land Company McClure lrrSurveyor: Browne Engineering/Surveying, Inc. 5,102 Storiewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 10650019-fp.dwg j .Lot 88 _ 1 0. 751 Ac ` G^ $ 114.22 SHEET 3 � SL�['� t° 1 Lot 80 l 9� g3' _ 258.47' 1 ", • 297.24' \ / 0.480 Ac l I 49 43,20" W 1 E- 49 4320 \ +---------------- 10 P.U.E. -=------- .71, 53.32 N I S ♦ \ N �o C'� 103.31' 90.00' 95.00' 54.97 L=51.78' L.36 C8 ♦ \ o Scale: 1 "=60' / / / 20 3 ' N 39'34'55" W - 343.28' C32 23 +� / / 0 33„ /0 250.00 - - / lcl%/fit H%//S D/%Ve S 49 43�2p" E _ 35.0 � 50' R. 0. W. 0 S 39'34'55" E - 387.72' ui _, ;,.,_ ... -- '"' �-d. 1 1 1 Lot 67 • \ � / G 68.34' 110.00' 109.77' 99.61' C� M • ?` 15, P•U E Id _ 1 _ 0.950 Ac. ♦ �� /---------------- - 10 P.U.E.---------- v ( o. IM nl Lot 1 1 230.1 ♦ \ 228 �-- / Lot 81 / / \ .- of 0.404 Ac. I � M ► � --�._ \ 0.476 Ac . / 1 r r, 1 1 o I -' 1 I \ 3, /oo, / 3 3 3 1 1>: 1 I J C 033y /o _ i SCS r /LI FIELD NOTES t i I I ` Being all that certain tract or parcel of land lying and being situated in the S.W. ROBERTSON scate. r i I I 1 � \ 1 ( P Y 9 9 TSON SURVEY, Abstract No. 202 in College 1"=100` I t 2 a + 5 e 7 5 g 1� i 88 Station, Brazos County, Texas and being part of the 76.927 acre Tract 2-B described in the deed from Pebble Creek Development Company to Pebble Creek Land Company recorded in Volume 11447, Page 250 (O.R.B.C.) and being more particularly described by I metes and bounds as follows: 10' P.U.E. (3591/235)-1 writ.f BEGINNING: at a found 1/2 -inch iron rod marking the common most southerly corner of Lots 9 and 10, Block 43, PEBBLE CREEK Pebble Crisek Parkway city of College Station N I PHASE 7-A Subdivision as recorded in Volume 3591, Page 235 (O.R.B.C.), said iron rod also being in the northeast line of the I 100' R.O.W. N (2324/199) Control Monumerf .l wParA*vV 100' Wide. Gulf States Utilities Co. Easement (130/152) called 27.29 acre City of College Station tract described in the deed recorded in Volume 1029, Page 13 (O.R.B.C.); ----------- - - - - -- - - - - -- ----------------------- ------------------------- - - - - -------- - - - - -- .cI - - _ - 20 City of College Station Easement (713/687) in THENCE: along the southeasterly line of said PEBBLE CREEK PHASE 7-A Subdivision for the following eleven (11) calls: 1) N 41 51 36" E for a distance of 49.10 feet to a found 1/2 -inch iron rod for comer, Gas a.�z3zs�ji� g � 60' Clajon GCo. Easement (473\65)- -- - N , ---- - --------------=-------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - 2) N 27- 57 44 E for a distance of 123.33 feet to a found 1/2 -inch iron rod for corner, S 56'23'17" W - 57.70' 60 Exxon Pipeline Co. Easement (49/25 .& 959/149) - - - - - - - - - - - - - - - - - - - - - - - - - I 3) N 62 14' 00" E for a distance of 98.48 feet to a found 1/2 -inch iron rod for comer, 10 P.U.E. (1 1 1 76/1 90) 4) N 50 25 31 E for a distance of 150.44 feet to a found 1/2 -inch iron rod for comer, _ 5) N 58' 38' 40„ E for a distance of 93.29 feet to a found 1/2 -inch iron rod for comer, i 6) N 70' 17 00 E for a distance of 64.82 feet to a found 1/2 -inch iron rod for comer, Q 3 JIA JIM AM 2&1 ?7A JIM ?SI 11N 231 221 21A � \ - I , „ p i Emergency Access Way (Phase 9C) 7) N 67- 39 20 E for a distance of 186.18 feet to a found 1/2 -inch iron rod for corner, (� i i I \ ► t I I t i I I I I 8) N 68` 32' 58" E for a distance of 291.60 feet to a found 1/2 -inch iron rod for comer, 9) N 72' 32' 39" E for a distance of 201.84 feet to a found 1/2 -inch iron rod for corner, L 10) =N 62' 49' 37 E for a distance of 105.22 feet to a found 1/2 -inch iron rod for comer, and 11) N 35' 32' 18" E for a distance of 21.93 feet to a found 1/2 -inch iron rod for corner, THENCE: through the interior of the said 76.927 acre Pebble Creek 1_and Company tract for the following eight (8) calls: Kinloch Drive 41. n I I 1) S 36 31' 31" E for a distance of 220.78 feet to a found 1/2 -inch iron rod for corner, 50' R.O.W. � 39 into � ,� olocek Subs 110) I 2) S 42' 45' 01" E for a distance of 309.43 feet to a found 1/2 -inch iron rod for corner, 58 15 P.D.E. 1 / S 39 34 55 E 116.56 e 3 3) S 49' 43 20 E f d' t f CURVE' TABLE CURVE LINE TABLE LINE LENGTH BEARING CHORD BRG. DISTANCE L1 N 41'51'36" E 49.10' L2 N 27-57'44" E 123.33' L3 N 62' 14'00" E 98.48' L4 N 58'38'40" E 93.29- L5 N 70' 17'00" E 64.82' L6 N 62'49'37" E 105.22' L7 N 35'32'18" E 21.93' L8 S 49'43'20" E 114.84' L9 S 30'37'24" E 60.20' L10 S 40'16'40" W 28.96' L11 S 40' 16'40" W 25.45' L12 N 40'16'40" E 18.21' SCS r /LI FIELD NOTES t i I I ` Being all that certain tract or parcel of land lying and being situated in the S.W. ROBERTSON scate. r i I I 1 � \ 1 ( P Y 9 9 TSON SURVEY, Abstract No. 202 in College 1"=100` I t 2 a + 5 e 7 5 g 1� i 88 Station, Brazos County, Texas and being part of the 76.927 acre Tract 2-B described in the deed from Pebble Creek Development Company to Pebble Creek Land Company recorded in Volume 11447, Page 250 (O.R.B.C.) and being more particularly described by I metes and bounds as follows: 10' P.U.E. (3591/235)-1 writ.f BEGINNING: at a found 1/2 -inch iron rod marking the common most southerly corner of Lots 9 and 10, Block 43, PEBBLE CREEK Pebble Crisek Parkway city of College Station N I PHASE 7-A Subdivision as recorded in Volume 3591, Page 235 (O.R.B.C.), said iron rod also being in the northeast line of the I 100' R.O.W. N (2324/199) Control Monumerf .l wParA*vV 100' Wide. Gulf States Utilities Co. Easement (130/152) called 27.29 acre City of College Station tract described in the deed recorded in Volume 1029, Page 13 (O.R.B.C.); ----------- - - - - -- - - - - -- ----------------------- ------------------------- - - - - -------- - - - - -- .cI - - _ - 20 City of College Station Easement (713/687) in THENCE: along the southeasterly line of said PEBBLE CREEK PHASE 7-A Subdivision for the following eleven (11) calls: 1) N 41 51 36" E for a distance of 49.10 feet to a found 1/2 -inch iron rod for comer, Gas a.�z3zs�ji� g � 60' Clajon GCo. Easement (473\65)- -- - N , ---- - --------------=-------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - 2) N 27- 57 44 E for a distance of 123.33 feet to a found 1/2 -inch iron rod for corner, S 56'23'17" W - 57.70' 60 Exxon Pipeline Co. Easement (49/25 .& 959/149) - - - - - - - - - - - - - - - - - - - - - - - - - I 3) N 62 14' 00" E for a distance of 98.48 feet to a found 1/2 -inch iron rod for comer, 10 P.U.E. (1 1 1 76/1 90) 4) N 50 25 31 E for a distance of 150.44 feet to a found 1/2 -inch iron rod for comer, _ 5) N 58' 38' 40„ E for a distance of 93.29 feet to a found 1/2 -inch iron rod for comer, i 6) N 70' 17 00 E for a distance of 64.82 feet to a found 1/2 -inch iron rod for comer, Q 3 JIA JIM AM 2&1 ?7A JIM ?SI 11N 231 221 21A � \ - I , „ p i Emergency Access Way (Phase 9C) 7) N 67- 39 20 E for a distance of 186.18 feet to a found 1/2 -inch iron rod for corner, (� i i I \ ► t I I t i I I I I 8) N 68` 32' 58" E for a distance of 291.60 feet to a found 1/2 -inch iron rod for comer, 9) N 72' 32' 39" E for a distance of 201.84 feet to a found 1/2 -inch iron rod for corner, L 10) =N 62' 49' 37 E for a distance of 105.22 feet to a found 1/2 -inch iron rod for comer, and 11) N 35' 32' 18" E for a distance of 21.93 feet to a found 1/2 -inch iron rod for corner, THENCE: through the interior of the said 76.927 acre Pebble Creek 1_and Company tract for the following eight (8) calls: Kinloch Drive 41. n I I 1) S 36 31' 31" E for a distance of 220.78 feet to a found 1/2 -inch iron rod for corner, 50' R.O.W. � 39 into � ,� olocek Subs 110) I 2) S 42' 45' 01" E for a distance of 309.43 feet to a found 1/2 -inch iron rod for corner, 58 15 P.D.E. 1 / S 39 34 55 E 116.56 e 3 3) S 49' 43 20 E f d' t f CURVE' TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 281 10" 905.00' 449.42' 229.44' N 49'44'10" E 444.81' C2 9414'26" 25.00' 41.12' 26.92' S 7-32'17" W 36.64' C3 36'23'58" 450.00' 285.88' 147.95' S 68.37'04" W 281.10' C4 46'32'22" 460.00' 373.64' 197.82' N 6332'52" E 363.46' C5 14'22'50" 690.00' 173._18' 87.05' S 4T28'05" W 172.73' C6 14'22'50" 750.00' 188.24' 94.62' S 47-28'05" W 187.75' C7 90'00'00" 25.00' 39.27' 25.00' S 85'16'40" W 35.36' C8 90'00'00" 25.00' 39.27' 25.00' N 4'43'20- W 35.36' C9 46'32'22" 400.00' 324.91' 172.02' N 63'3211 E 316.05' C10 15'14'34" 510.00' 135.68' 68.24' S 79.11'4" W 135.28' C11 68'50'36" 25.00' 30.04' 17.13' S 74'00'1 " E 28.26' C12 100'01'15" 25.00' 43.64' 29.80' N 10'25'4 " E 38.31- C13 10'01'15" 510.00' 89.20' 44.71' S 55'2514 " W 89.08' C14 109'04'22" 100.00' 190.37' 140.38' S 14'57'1 " W 162.90' C15 109'0422" 50.00' 95.18' 70.19' S 14'57'1 " W 81.45' C16 70'55'38" 25.00' 30.95' 17.81' N 75'02'4 " W 29.01' C17 109'04'22" 25.00' 47.59' 35.10' S 14'57'1 " W 40.72' C18 70'55'38" 25.00' 30.95' 17.81' N 7502'4 " W 29.01' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C19 109'04'22" 25.00' 47.59' 35.10' S 14'57'16" W 40.72' C20 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' C21 105'53'57" 25.00' 46.21' 33.12' S 13'22'03" W 39.91' C22 10'26'54" 525.00' 95.74' 48.00' N 61'24'26" E 95.60' C23 12'52'47" 475.00' 106.73' 53.61' N 63'26'57" E 106.51' C24 29'35'31" 50.00' 25.82' 13.21' N 24'47'10" W 25.54' C25 112'47'03" 65.00' 127.95' 97.80' S 66'22'56" E 108.27' C26 29'35'31 " 50.00' 25.82' 13.21' S 72'01'17" W 25.54' C27 53'36'02" 50.00' 46.78' 25.26' S 6622'56" E 45.09' C28 46'32'22" 125.00' 101.53' 53.76' N 63'32'52" E 98.77' C29 46'32'22" 75.00' 60.92' 32.25' N 63'32'52" E 59.26' C30 90'00'00" 25.00' 39,.27' 25.00' S 85'16'40" W 35.36' C31 79'51'36" 25.00' 34.85' 20.93' N 0'20'52" E 32.09' C32 10'08'24" 500.00' 88.49' 44.36' S 44'39'08" E 88.37' C33 41'24'35" 50.00' 36.14' 18.90' N 18'52'38" W 35.36' C34 262'49'09" 50.00' 229.35' -56.69' N 50'25'05" E 75.00' C35 41'24'35" 50.00' 36.14' 18.90' S 60' 17' 13" E 35.36' d d • G� i pebble �� 21 �,C 0 (121 l� 10) - - 1 or a is ance o 114.84 feet to a found 1 2 -Inch iron rod for corner, 4) 449.42 feet in a clockwise direction along the arc of a curve having a central angle of 28' 27' 10", a radius of 905.00 feet, _ _ _ _ _ _ r 10' P.U.E. _ \ I Chas -- _ -- - +�" - 26720' 57 £ I �� scale: 1 a tangent of 229.44 feet and a long chord bearing N 49' 44' 10" E at a distance of 444.81 feet to a found 1/2 -inch iron rod for corner; I $45'00 =60 I _ _ _ ... - 5) S 39' 34' 55" E for a distance of 116.56 feet to a found 3/4 -inch iron pipe marking the Point of Curvature of a curve to co a / f _ __ _ ... _♦ - 0P.D.E. _ _ _ - - - '-' ♦ 1' P.U.E. & 1 the right, 0o / Lot 4 i. o Fi I 6)41.1" feet along the arc of said curve having a central angle 94• 14' 26", a radius of 25.00 feet, a tangent_ of 26.92 feet I// 0 0 ♦ 0 1 and a long chord bearing S OT 32 17" W at a distance of 36.64 feet to a found 3/4 -inch iron pipe for corner, 3 _�0.370 Ac. �.,.� M a , 7) S 30. 37 24 E for a distance of 60.20 feet to a found 1/2 -inch iron rod for corner, and ' �r r' lot Jr 9. Io I 8)S 45' 00' 57" E for a distance of 267.20 feet to a found 1/2 -inch iron rod in the east line of the said 76.927 acre tract °' �3 ^ l 0.666 Ac 1 and the west line of the called 1265.370 acre City of College Station Lick Creek Park tract recorded in Volume 488, Page 756 W 0 227 C-� of the Brazos County Deed Records (B.C.D.R.), 154'01 N 32'23'51" ' M o� o '- 1 225 THENCE: along the common line of the said 76.927 acre tract and the said west line of the Cit of y College Station Lick Creek Park tract for the following W three (3) calls: - - - ' M „ _ 5.11' E 28 1 1 S 44' S8' S4" W for a distance of 718.91 feet to a found - ) and 1/2 inch iron rod for corner, Z S 4500'57 1 I 2) S 27' 48' 54" W for a distance of 536.67 feet to a found 1/2 -inch iron rod for comer, and o�t` 8.54 I 3) S 86' 48' 54" W for a distance of 711.81 feet to a found 1/2 -inch iron rod marking the southwest corner of the said • = ^' Lot 5 1-� 76.927 acre Pebble Creek Land Company tract and the upper southeast corner of the beforesaid 27.29 acre City of College _ N-1 I JI a Ac. � � I� � ui Statim tract (1029/13): a^ o I o I to Lot 60' I a I „ THENCE: N 39 34 55 W along the common line of the said 76.927 acre and 27.29 acre tracts for a distance of 302.62 feet to . I I� a706 Ac. I N a 1/2 -inch iron rod set for corner; ( 155.00, ( � ao 227.4 1 THENCE: S 50' 25' r 05" W through the said 27.29 acre City of College Station tract fora distance. of 166.10 feet to a found I N 39'43'41" W 1 1/2 -inch iron rod marking the north corner of Lot 67, Block 46, PEBBLE. CREEK PHASE 9-D Subdivision as recorded in Volume 29 ' I I" I 7655, Page 245 (O.R.B.C.), the northeast corner of St. Andrews Drive (based on a 60 -foot width) and being in the southwest line of the said 27.29 acre tract; j 0 ci S 4,V42 14 E -- 297.40' I cn I ♦ I I THENCE: N 39' 35' 04" W along the before -mentioned southwest line, said line being common with the northeast line of PEBBLE I rnl aiI I ♦ CREEK PHASE 9-D Subdivision, the northeast line of PEBBLE CREEK PHASE 9-E Subdivision as recorded in Volume 7311 Page 267 �1 Lot 6.I U �-' i ♦ I (O.R.B.C.) and the northeast line of PEBBLE CREEK PHASE 9-C Subdivision according to the Amending Plat recorded in Volume I 0.389 Ac. a, rn IO1 I 11176, Page 190 (O.R.B.C.) for a distance of 2003.85 feet to a found 1/2 -inch iron rod marking the north corner of said - - I 1 'r' 1 Lot s1 PEBBLE CREEK PHASE 9-C Subdivision, said iron _rod also beingin the southeast line of PEBBLE CREEK PHASE 4-B Subdivision as Ill I 0.769 Ac. reI a in olume 2324, Page 199 (O.R.B.C.); I > „ 1 0, I 227.7 aw THENCE: N 50' 19 50 E along the said southeast line of PEBBLE CREEK PHASE 4-B for a distance of 166.18 feet to a found 1 155.0 I ga o 1 1/2 -inch iron rod marking the west corner of Lot 1, Block 43 of said PEBBLE CREEK PHASE 7-A Subdivision, said iron rod also tJ I N 47-17-57 W Its ♦♦ N o to being in the before -mentioned northeast line of the 27.29 acre City of College Station tract (1029/13); 2g3,48 0 0 0 THENCE: S 39' 34 55" E along the southwest line of said PHASE 7-A and the northeast line of the said 27.29 acre tract for a •43'20" E c °' Z 1 I distance of 1110.76 feet to the POINT OF BEGINNING and containing 55.025 acres of land, more or less. A 1 S49 °��o - ` ' Ic1 oc om �o �a, ,�t Lot 7 N 1 o 0 l C1 M 1 1 Os V 1 .-1 _ _ 0.390 Ac. 1 X - I B I �, 11 1 t i.- ' 1 i ► o JI I o R 28 Lot 62 ° 0_762 Ac. � I 228.1. 75 26 1 10 P.U.E. - N 4T 43'20 W 1 i 1 1 3 GENERAL NOTES \ \ I I 1 1. ORIGIN' OF BEARING SYSTEM: ORIGIN OF BEARING SYSTEM: Bearings are Texas State Plane, based ` r I 27 (12131/110) '(8 1 L 9 Central Zone NAD83 datum, \ I I on 1994 City of College Station GPS Control Monument No. 256 and No. 156 (S 38'16'03" E). \ 1 2. According to the Flood Insurance Rate Mas for Brazos Count Texas and Incorporated Areas, 35 S 35"31:31' t t - " '� 1 l 0 1 E _ 284.02' 1 0o I g P Y� rp Map Number. 48041 C0350E, Map E - 220.78' S 42'45'01 � E - 309.43' _ .... - 1 " 68_,30 - .- 0 4 20 b Revised May 16, 2012, a . portion of this property is located in the Special Flood Hazard Area Zone AE. 220.78 95.09- - - I 1 1 N S 4g. I 3. Limits of the base flood as determined by the project drainage report (October, 2007) in accordance with the City of College 50.69 _95.33 I I ' '_" _ 10 P.U.E. LOt 8 I 39 ' _. � 1" Station Drainage Policy &Design .Standards. / 1 0' 0.394 Ac_ 1 1 BIOC.k' I y N / J , w Block 6�2I. �I 1 T I 23 indicates base flood elevations determined in accordance with the requirements of the City of College Station / `-� I 1 I Stormwater Management Ordinance. I ,� l / Lot 76 - N w o .^��' off` 1(:R 1 'Lot 63 0.441 Ac. 1 ro <v ,n Lot 23 moo, p r 1 1 I v / 1` o rn a 0.331 Ac. �°� IN _ o v0.737 Ac. I indicates minimum habitable finish floor elevations (N.G.V.D.) commensurate with the requirements of the City of - - - - -/- / C0,4 Lot 25 6 to LOt 24 o �' N 43,20 E 0 1 w I 223 College Station Stormwater Management Ordinance. 0.308 Ac M N 0.287 Ac In 1 1 I g 49 1 to, I d 228.4 1 / 26.5 / •if) z I� 154.70 1I N I �. l 1� Project Benchmark: City of College Station 1994 GPS Control Monument No. 256 based on Texas State Plane, Central Zone, J N07.- �.1 4d J 00I '� o I I NAD -83 datum. Elev: 274.91 (NAVD 1988) \� 2p 3' / L=6.47' U=62.96' \ �M ? 10 3 274.56 ^4 I / q0'E `� ` 10 P.U.E. \ LOt 22 1� 1 °' to 1 49 43 20" E I 4. The building setback requirements are established by the City of College Station Unified Development Ordinance. - - -,- - - - - - , - \ 0.441 Ac; Id w LOt 9 o r S I 5. All distances shown along curves are arc lengths. h 89.37 56.76 � N , ao / / I ?� C35 N of a 0.358 Ac. i M 6. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods. Ill�o Lot 77 / S 39'34'55" E - 146.13' 1 01 'oma I I " I o Indicates 3/4 Iron Pipe set �` i I � 1 I � „ / to o. ¢7� Ac. /, Bandon Dunes Cf. w N �' ' 30 `� l / IN 50' R.O.W. �" 4 I 5' I '20" E a w . i Lot 84 O Indicates 1/2 Iron Rod found / PUE S 49.43 O o I 9 PK Nail Control Monuments set in Asphalt Pvmt., at Intersections and the radius of culdesocs. „ 1 O 10.712 Ac 1 ?0 3 , / ^ G,Lp N 39'34 55 W - 179.77 C,33 / S 27- ,f 157.22 1 J 1 228.8 1 7. Abbreviation: q'1 k; / 0 33" 4i 80.22 95.00 _30 3" E _ -J 'c!o i I C.A. -Common Area W / .� ,-------- ------- �4 1 3 ► i _ 0 1.99' I 'O b 1 C.E. Conservation Easement o� 14, 0� 10 P.U.E. \ `\5 j / 1 I o p Z I ; I H.O.A. _ Homeowner's Association / 8.71' - 1 o N I P.U.E. Public UtilityEasement �0 y / 4.55' - - 1 01 'D "" p 1 " 265.10 1' P.D.E. -Public Drainage Easement /.�ry p / Lot 78 I �� / 3 3 Iw �l 0.ot o 1 ¢ 1 g 49'43 0 E I V.W.P.D.E. -Variable WidtPublic Drainage Easement I 1 a I I 8. No construction or fencing shall impede, constrict, or block the flow of water in any easement or natural drainage course - `6 / / 0.470 Ac. / in 0 in 0 3 1 / 0 N o o _ LOt 21 1 including floodplain areas. No privacy fences are allowed within the floodplain. / h "�/ Lot 18 o Lot 19 In o iD 0.457 Ac 1 rn 1 I 9. No mcdification of floodwa is allowed includingfill landscaping or fencing.P. /o J ` 10. All underground utilities within floodway areas ust be installed by bore. oo �a Moi 0.392 Ac. b 0.305 Ac o cA ao I 1 - - /M°j / N 2p 3o, oaf �, O M`O / (n Lot 20 M 1 - 3,20„ 160 00 1 'Lot 65 �� 11. Common Area to be owned and maintained by the Homeowners' Association. / 33" ^0 0.298 Ac. S 49 4 2 j \ 12. Current Zoning; GS General Suburban _ 1 10.697 Ac �'P Average Lot Size: 0.51 Ac. W `� <v / N _ .�. - 139.2 - o o g 20� 48 / rn� / 60.15 0.93' _ - 1 1 ♦ 229.2 \� N \ ROW Dedication: 4.6 Ac. Q / 20 P.U.E. �, - 1 _9 1 1 ♦ N 13. The Parkland Dedication for 3,630 dwelling units was made on Feb. 8, 1988 in accordance with the Special Warranty Deed of o Parkland to the City of College Station recorded m Volume 1029, Pae 13. 29 / ' ^ S 39'34'55" E - 146.43' 95.00' - -- - - - 95.00' - - - g0.00'_ 10� y \ g o / Id 1 .� 14. Any lots with greater than 2 of fill will be required to provide proof of compaction to 95% of ASTM D698 or the structures / •� 90.00' - - 90.00 _ - - - 95.00' - - -61.43' - 20 35 « shall be designed with an engineered slab. *� Lot 79 / N w------- - -- -- -- W 1 I ♦ E _ 271.83 \ ry / o.52s ,ac'o Lot 11 1� 1 S 49 43�0" \ \ W d °'a, 0.459 Ac. 10 2 / w w w ►'' 1 Lot 12 N 20 30 h. oeF I o �� 10 0.302 Ac. d 1 1 �W, .SINAL PLA T '3 / 0 0 0 0 o a 3 / o Lot 13 \ M _ _ z 1 " W In In to 0 to 0.298 Ac. d l oo / 20 / �/ Lot 17 a Lot 18 N o Lot 15 N W .Lot 66 Lot 14 d - 1 0.751 Ac. V \ 23 �� o / I 0.361 Ac 0.289 Ac. ;� 0.305 Ac. oto 0.304 Ac a Z 229.6 P.�1BBL CREEK Z Z z zl ;n ��q22' `lI Lot 80 / 0.480 Ac l ( _ 90.93 258.47 I • 297.24 � PjffAS_E �%- - 10 P.U.E. ._- 53 32 tJ 49 43'20" 1 g 49'4320 / D. N 2 p 30� " /o� 103.31' 90.00' 95.00' 54.97- - - �=51.78' L-36 71 33 W /o N 39'34'55" W - 343.28' C32 250 QO' c8 55.025 ACRES i%%nt l�7fJllS D/iVe S 49 q.3'20" E _ --135 00� - ^ \� 1 84 LOTS 1 / 50' R.O.W. 10 P.U• j ,� LOTS 59-73, BLOCK 39, / 115.00 1 _ 1 0 � � LOTS 76-94, BLOCK 43 Lot 67 BLOCK 62, LOTS 1-8, BLOCK 63 G1� S 39'34'55" E - 387.72' o - , - - -I 1 1 LATS 4-25, / 68.34 - - - -- 110.00 - - - - 109_77 - - 99.61 - - w• v . �" 15' P•U'E' ► 1 0.950 Ac ♦ AND LOTS 1-20, BLOCK 64 i /�, (n Lot 81 - - - - - - 10 P.U.E. - - - - - -^ ( n. 230.1 ♦ ! -( `' lY0 Lot Ac. S.W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS 1 JUNE, 2014 1 - SCALE 1' = 60' Owner Surve, Pebble Creek Land Company McClure &Browne Engineering/Su Inc. SSE SHEET 2 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 OF 3 SHEETS (979) 690-0992 (979) 693-3838 10650019-fp.dwg \ I Scale: 1 "=200' SHEET 3 ' Kinloch Drive I 1 -*RockCt. 0Lot Ac - - - t Lot 59-0.666 Ac.;i Lot 5 .+ 1 C� I 0.376 Ac. Lot 60 0.706 Ac. 1 a . ClD 1 1 Lot 8 • 1 �- - - - --y 0.389 Ac Lot 61 - - sage Ila/ley Court _ 1 e t I i I 0.769 Ac •a reek Parkwa Spanish Boy Ct. ' - - - - - - 1 I Block Subdivision Lot 7 m a°ii 1 c 1 1 pebble Creek (1213 -0 0.390 Ac Lot 62 o ao 1 �° U U Oq ° Congresslonal - - Phase 7-C 0.762 Ac o 1 c a ��C 111 Lot 8 r 1 $ 0.394 Ac LOt . 63 a' 1 Lot 76 Lot 23 0.737 Ac 1 - - - - - - - - - 0.441 Ac Lot 25 Lot 24 0.331 Ac 0.308 Ac. 0.287 Ac 1 Lot 22 LOt 9 3'20" E 2�4 56 1 Quality circle i i 1 Lot 77 0.441 Aa 0.358 Ac. S 4g 4 1 I / 1 0.477 Ac Bandon Dunes Ct. Lo 2840. i m U0 m nm m o, - 1 _ 265.1 0 0° Lot Gunton Ct. ) 1 Lot 78 LOt 21 0.401 A� S 49'43'20] E 1 - - , - - a470 Ac. Lot 18 Lot 19 Lot Ac � c 1 0.392 Ac. 0.305 Ac. Lot 20 Q Lot 65 0 1 0.298 Ac. 0.697 Ac 1 state Highway s h I 1 ' 1 O J ��jo4°''` 1 0.5219 A� Lot 11 p 1 Lot 12 0.459 Ac � V"ICINITY MAP Lot 17 Lot 16 Lot 15 Lot 14 Lot 13 0.302 Ac. Lot 66 \V 0.361 Ac 0.:289 Ac 0.305 Ac 0.304 Ac 0.298 Ac 0.751 _ ;c. Lot 80 1 0.480 Ac. ♦ 1 Flint Hi//s Drive Lot s� 1 L _ _ - - - Lot 81 Lot 1 a 950 Ac Laurel Valley Ct. - 0.476 Ac. 0.404 Ac 1 T �-- Lot 1 Lot 2 Lot 3 Lot 4 0.4332Ac 0.353 Ac 0.354 Ac 0.353 Ac. 0:381 Ac. ♦ H I I � 1 � Lot 82 r _ - Lot 2 I I Lot 68 ♦ _ ,`. > _ _ N -0.472 Ac. - 1 - - D.372 Ac 1.353 Ac Lot 19 1 r -� -- - �- 0.349 Ac: , I Lot 5 Lot 83 Lot 8 Lot 7 Lot 6 0.406 Ac. Lot 3 0.465 Ac. .J 0.341 Ac. x289 Ac. 0.289 Ac 0.446 Ac r 1 Lot 18 0.306 Ac � 1 Lot 69 _ 1.390 Ac. Lot 84 Hawks Ridge Drive Lot 17 Lot 4 1 Be/%rive Bend Or. f 0.460 Ac 0 0.386 Ac - - - 0.282 Ac ♦ 1 Lot 85 Lot 70 Lot 12 Lot 13 Lot 14 I 1 I 0.436 Ac 0.403 Ac 0.354 Ac 0.337 Ac Lot 15 Lot 16 Lot 5 1.111 Ac. i I - 0.304 Ac. 0.319 Ac. 0.507 Ac. r 1 Lot 86 Lot 71 � I I e i s {. 0.432 Ac 0.925 Ac �'� Lot 6 r Lot 11 Lot 10 Lot 9 Lot 8 Lot 7 1r I I 0.427 Ac 0.321 Ac. 0.321 Ac 0.321 Ac 0.382 Ac 0.564 Ac. r 1 _r / -- �- ---�-- 1 Lot 72 1 1.088 Ac M N I_ _ Be/%rive Bend Dr. Lot - - - - - 0.496�� WW 1 W W Block 43 1 1 I \ _ _ Lot 88 Pebble Creek Subdivision 1 I I Ln 1 V) 0.575 Ac. i Phase 7-A (3591/235) ` Lot 89 Lot 90 Lot 91 Lot 92 Lot 93 Lot 94 0.385 Ac 0.344 Ac 0.344 Ac 0.344 Ac 0.362 Ac 0.472 Ac. Pebble Creek Parkway 1 1 Pebble Creek Parkwa y - -- -- - - 100' R.O.W.' 1 ' -r- �-I ` . i r I i I Block 43 Amending Plat i Block 47 r Block 47 1 1 ► 1 i I I Pebble Creek Subdivision 1 I O I I 1 Pebble Creek Subdivision Pebble Creek Subdivision ( 'j" 1 1 1 Phase 9-C 11176,/190) 1 I 1 / �r 1 Phase 9-E (7311/267) 1 Phase 9-0 (7655/245) I I I i �� SHEET 1 1 I �_�__��_�__�J- _J- Boltvbunlon .FINAL PLAT 1 v \ } -- - _ -- -- -- - � -- Ct.- -- -- � --�-----�-- °' ��----- Bal/ybunron Dr.I PHBBLH Crystal Downs Courto - - I i 1 %' + ` ,'�,' ` - - - - - - - - - - - - - - - - - / C �r I i PEASE' 7 D 55.025 ACRES 84 LOTS LOTS 59-73, BLOCK 39, LOTS 76-94,BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 7-8, BLOCK 63 AND LOTS 7 -20, BLOCK 64 S. W. ROBERTSON SURVEY, A-202 ( COLLEGE STAT/ON BRAZOS COUNTY, TEXAS i ffll l t: V JUNE 2014 SCALE 1 " = 60' Owner: Surveyor: Pebble Creek 'Land Company McClure & Browne Engineering/Surveying, Inc. P 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 Rom(979) 690-09:92 (979) 693-3838 10650019-fp.dwg 91 uInset aaaa a,Mr Sbci►iwtov, FIELD NOTES ' Fria,. 7-A ("112"M)i I Being all that certain tract or parcel of land lying and being situated in the S.W. ROBERTSON SURVEY, Abstract No. 202 in College some: I i I I I I i I I 1 j 88 Station, Brazos County, Texas and being part of the 76.927 acre Tract 2-B described in the deed from Pebble Creek Development 1"=100' _ I s s 4 i 5 I e I 7 5 s ^ „ , ..1 L - - - - - - .- Company to Pebble Creek Land Company recorded in Volume 11447, Page 250 (O.R.B.C.) and being more particularly described by - - - - - -S 39 34 55 E - 1110.76 - - - - - - - I metes and bounds as follows: tp 10' P.U.E.-V. BEGINNING: at a found 1/2 -inch iron rod marking the common most southerly corner of Lots 9 and 10, Block 43, PEBBLE CREEK 'IdW 0) PHASE 7-A Subdivision as recorded in Volume 3591, Page 235 (O.R.B.C.), said iron rod also being in the northeast line of the Pebble Cr�sek Porkwoy City of College Station m called 27.29 acre City of College Station tract described in the deed recorded in Volume 1029, Page 13 (O.R.B.C.); ' 100' R.O.W. - (2324/199) ( Control Monument No.156 100 Wide Gulf States Utilities Co. Easement (130/152) I ------------------------ ------------------ W 20' City of College Station Easement (713/687) THENCE: along the southeasterly line of said PEBBLE CREEK PHASE 7-A Subdivision for the following eleven (11) calls: - - - - - - - - ; -- -_ - I 1) N 41' 51' 36" E for a distance of 49.10 feet to a found 1/2 -inch iron rod for comer, O _ _ _ _ _ _ _ _ _ 60' Clajon Gas Co. Easement (473\65) 2) N 27- 57' 44" E for a distance of 123.33 feet to a found 1/2 -inch iron rod for corner, I -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 3 N 62' 14' 00" E for a distance of 98.48 feet to a found 1/2 -inch iron rod for corner, S 56'23'17" W - 57.70' 60' Exxon Pipeline Co. Easement (49/25 & 959/149) - - - - - - - - - - - - - - - - - - - - - - - - - - - ) � 10' P.U.E. 4) N 50' 25' 31" E for o distance of 150.44 feet to a found 1/2 -inch iron rod for corner, OF 5) N 58' 38' 40" E for a distance of 93.29 feet to a found 1/2 -inch iron rod for corner, - - -� =1 - - - -N 39'35'04 W - 20038J'- - - i - - - - - - - - - - I 6) N 70' 17- 00" E for a distance of 64.82 feet to a found 1/2 -inch iron rod for comer, J�" 'm esu 2a, I 27A I 201 I rs' (' 2z4 22A 21A ` BaaPA M 4~ 7)'N 67- 39' 20" E for a distance of 186.18 feet to a found 1/2 -inch iron rod for corner, s� Re 4J An4nft i I I I I I ,. 0--E(7ai,�za7) 8) N 68' 32 58 E for a distance of 291.60 feet to a found 1/2 -inch iron rod for corner, 9) N 72' 32' 39" E for a distance of 201.84 feet to a found 1/2 -inch iron rod for corner, i ( I Pftm a -c (1117/1s)„ i \� 10) N 62' 49 37 E for a distance of 105.22 feet to a found 1/2 -inch iron rod for corner, and 11) N 35' 32' 18" E for a distance of 21.93 feet to a found 1/2 -inch iron rod for corner, ���T , THENCE: through the interior of the said 76.927 acre Pebble Creek Land Company tract for the following eight (8) calls: Kinloch DITVe • i I 1) S 35' 31' 31" E for a distance of 220.78 feet to a found 1/2 -inch iron rod for corner, 50' R.O.W. , , I I Block 59 division ��� i 2)S 42' 45' 01" E for a distance of 309.43 feet to a found 1/2 -inch iron rod for corner, S 39 34 55 E 116.56 i creek„ -(??� � 58 iC' ti' P D•t• I 3) S 49' 43 20 E for a distance of 114.84 feet to a found 1/2 -inch iron rod for corner, CURVE TABLE CURVE L%NE TABLE LINE LENGTH BEARING CHORD BRG. DISTANCE L1 N 41'51'36" E 49.10' L2 N 27-57'44" E 123.33' L3 N 62' 14'00" E 98.48' L4 N 58'38'40" E 93.29' L5 N 70'17'00" E 64.82' L6 N 62'49'37" E 105.22' L7 N 3532'18" E 21.93' L8 S 49'43'20" E 114.84' L9 S 30'37'24" E 60.20' L10 S 40'16'40" W 28.96' L11 S 40' 16'40" W 25:45' L12 N 40'16'40" E 18.21' 91 uInset aaaa a,Mr Sbci►iwtov, FIELD NOTES ' Fria,. 7-A ("112"M)i I Being all that certain tract or parcel of land lying and being situated in the S.W. ROBERTSON SURVEY, Abstract No. 202 in College some: I i I I I I i I I 1 j 88 Station, Brazos County, Texas and being part of the 76.927 acre Tract 2-B described in the deed from Pebble Creek Development 1"=100' _ I s s 4 i 5 I e I 7 5 s ^ „ , ..1 L - - - - - - .- Company to Pebble Creek Land Company recorded in Volume 11447, Page 250 (O.R.B.C.) and being more particularly described by - - - - - -S 39 34 55 E - 1110.76 - - - - - - - I metes and bounds as follows: tp 10' P.U.E.-V. BEGINNING: at a found 1/2 -inch iron rod marking the common most southerly corner of Lots 9 and 10, Block 43, PEBBLE CREEK 'IdW 0) PHASE 7-A Subdivision as recorded in Volume 3591, Page 235 (O.R.B.C.), said iron rod also being in the northeast line of the Pebble Cr�sek Porkwoy City of College Station m called 27.29 acre City of College Station tract described in the deed recorded in Volume 1029, Page 13 (O.R.B.C.); ' 100' R.O.W. - (2324/199) ( Control Monument No.156 100 Wide Gulf States Utilities Co. Easement (130/152) I ------------------------ ------------------ W 20' City of College Station Easement (713/687) THENCE: along the southeasterly line of said PEBBLE CREEK PHASE 7-A Subdivision for the following eleven (11) calls: - - - - - - - - ; -- -_ - I 1) N 41' 51' 36" E for a distance of 49.10 feet to a found 1/2 -inch iron rod for comer, O _ _ _ _ _ _ _ _ _ 60' Clajon Gas Co. Easement (473\65) 2) N 27- 57' 44" E for a distance of 123.33 feet to a found 1/2 -inch iron rod for corner, I -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 3 N 62' 14' 00" E for a distance of 98.48 feet to a found 1/2 -inch iron rod for corner, S 56'23'17" W - 57.70' 60' Exxon Pipeline Co. Easement (49/25 & 959/149) - - - - - - - - - - - - - - - - - - - - - - - - - - - ) � 10' P.U.E. 4) N 50' 25' 31" E for o distance of 150.44 feet to a found 1/2 -inch iron rod for corner, OF 5) N 58' 38' 40" E for a distance of 93.29 feet to a found 1/2 -inch iron rod for corner, - - -� =1 - - - -N 39'35'04 W - 20038J'- - - i - - - - - - - - - - I 6) N 70' 17- 00" E for a distance of 64.82 feet to a found 1/2 -inch iron rod for comer, J�" 'm esu 2a, I 27A I 201 I rs' (' 2z4 22A 21A ` BaaPA M 4~ 7)'N 67- 39' 20" E for a distance of 186.18 feet to a found 1/2 -inch iron rod for corner, s� Re 4J An4nft i I I I I I ,. 0--E(7ai,�za7) 8) N 68' 32 58 E for a distance of 291.60 feet to a found 1/2 -inch iron rod for corner, 9) N 72' 32' 39" E for a distance of 201.84 feet to a found 1/2 -inch iron rod for corner, i ( I Pftm a -c (1117/1s)„ i \� 10) N 62' 49 37 E for a distance of 105.22 feet to a found 1/2 -inch iron rod for corner, and 11) N 35' 32' 18" E for a distance of 21.93 feet to a found 1/2 -inch iron rod for corner, ���T , THENCE: through the interior of the said 76.927 acre Pebble Creek Land Company tract for the following eight (8) calls: Kinloch DITVe • i I 1) S 35' 31' 31" E for a distance of 220.78 feet to a found 1/2 -inch iron rod for corner, 50' R.O.W. , , I I Block 59 division ��� i 2)S 42' 45' 01" E for a distance of 309.43 feet to a found 1/2 -inch iron rod for corner, S 39 34 55 E 116.56 i creek„ -(??� � 58 iC' ti' P D•t• I 3) S 49' 43 20 E for a distance of 114.84 feet to a found 1/2 -inch iron rod for corner, CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 28'27'10" 905.00' 449.42' 229.44' IN 49'4410" E 444.81' C2 94 14'26" 25.00' 6",.,'•_ 26.92' S 7-30 7" W 36.64' C3 36'23'58" 450.00' 285.88 147.95' S 6837'04" W 281.10' C4 46'32'22" 460.00' 373.64' 197.82' N 63'32'52" E 363.46' C5 14'22'50" 690.00' 173.18' 87.05' S 4T28�105" W 172.73' C6 14'22'50" 750.00' 188.24' 94.62' S 47-28 05" W 187.75' C7 90'00'00" 25.00' 39.27' 25.00' S 85-16J40" W 35.36' C8 90'00'00" 25.00' 39.27' 25.00' N 4'43' O" W 35.36' C9 46'32'22" 400.00' 324.91' 172.02' N 63'32iJ52" E 316.05' C10 15'14'34" 510.00' 135.68' 68.24' S 79'11'46" W 135.28' C11 68'50'36" 25.00' 30.04' 17.13' S 74 00.' 13" E 28.26' C12 100'01'15" 25.00' 43.64' 29.80' N 10'2542" E 38.31' C13 10'01'15" 510.00' 89.20' 44.71' S 55'25 42" W 89.08' C14 109'04'22" 100.00' 190.37' 140.38' S 14'5716" W 162.90' C15 109'04'22" 50.00' 95.18' 70.19' S 1457'1 6" W 81.45' C16 70'55'38" 25.00' 30.95' 17.81' N 75'0244" W 29.01' C17 109'04'22" 25.00' 47.59' 35.10' S 14'57'16" W 40.72' C18 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" I� I �,� CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1-9_ i 109'04'22" 25.00' 47.59' 35.10' S 14'57'16" W 40.72' C20 70'55'38" 25.00' 30.95' 17.81' N 75'02'44" W 29.01' C21 105'53'57" 25.00' 46.21' 33.12' S 13'22'03" W 39.91' C22 10'26'54" 525.00' 95.74' 48.00' N 61'24'26" E 95.60' C23 12'52'47" 475.00' 106.73' 53.61' N 63'26'57" E 106.51' C24 29'35'31" 50.00' 25.82' 13.21' N 24'47'10" W 25.54' C25 112'47'03" 65.00' 127.95' 97.80' S 66'22'56" E 108.27' C26 29'35'31" 50.00' 25.82' 13.21' S 72'01'17" W 25.54' C27 5336'02" 50.00' 46.78' 25.26' S 66'22'56" E 45.09' C28 46'32'22" 125.00" 101.53' 53.76' N 63'32'52" E 98.77' C29 46'32'22" 75.00' 60.92' 32.25' N 63'32'52" E 59.26' C30 90'00'00" 25.00' 39.27' 25.00' S 85'16'40" W 35.36' C31 79'51'36" 25,00' 34.85' 20.93' N 0'20'52" E 32.09' C32 10'08'24" 500.00' 88.49' 44.36' S 44 39'08" E 88.37' C33 41'24'35" 50.00' 36.14' 18.90' N 18'52'38" W 35.36' C34 262'49'09" 50.00' 229.35' -56.69' N 50'25'05" E 75.00' C35 41'24'35" 50.00' 36.14' 18.90' S 60'17'13" E 35.36' W 29.01' 0.769 Ac. I 227.7 w THENCE: N 50' 1.9' 50" E along the said southeast line of PEBBLE CREEK PHASE 4-B for a distance of 166.18 feet to a found I155.00 , ° a o I 1/2 -inch iron rod marking the west corner of Lot 1, Block 43 of said PEBBLE CREEK PHASE 7-A Subdivision, said iron rod also I � '57" W IM I 0.c Ln being in the before -mentioned northeast line of the 27.29 acre City of College Station tract (1029/13),- 47* o� tJj 01 v' N T z ' -a o I THENCE: S 39' 34'. 55" E alongthe southwest line of said PHASE 7-A and the northeast line of the said 27.29 acre tract for a a`�n1 0I ,20� E 293.48 c Z I o distance of 1110.76 feet to thePOINTOF BEGINNING and containing 55.025 acres of land, more or less: �ry�nn� 1 I MI S 4943 oa o_ ova m I �`•°� .� Lot 7N o a E IM .. ^. 0ou �4 M! a390 Ac Il,n I _' o , " in \ V I r � y�' ' i� 1 1 o cO Op 0• J -.,- � RT on ¢, Q _ Q762 Ac. ,v o '610c, z" b d v i u_ V \ \Q 1 I k S t e �, e 0 228.1 C 1 7 8 Pebase, 7_� (. ' i \ ` 151 • .20" W I �1 3 <' GENER \L NOTES 75 26 27 _ L8 N 49 43 I �1 I >� 1. ORIGIN OF BEARING SYSTEM: ORIGIN OF BEARING SYSTEM: Bearings are Texas State Plane, Central Zone NAD83 datum, based I 10 P.U.E. I I on 1994 City of College Station GPS Control Monument No. 256 and No. 156 (S 38'16'03" E). _ _ 1 b Flood for 35 \ \ S 31 X31 " I I - ' " 309.43' - 1b I " E - 284 02' ' cp I 2 Revised Ma o 16e 012, ansuofrance this aBs locat dzos County, hea Specialxas Flood Incorporated d Area s'Zone AE. mbar 48041 C0350E, Map ' E - 220.78' $ 42 45 01 E ' i 1 ? I g 49' 43 20 b Y 'portionproperty P 220.78' 95.09 - __ - . I 1 N �}. 3. Limits of the base flood as determined by the project drainage report (October, 2007) in accordance with the City of College 50.69' 95.33_ __ - - I 1� 39 V• If ' - - 10 P.U.E. 1 01 Lot 8 Blook N ;°' Station Drainage Policy &Design Standards. I 4 0.394 Ac. I ,Mn • ' ' W Block 6.2 �, 1 `I 1 I �•- I 23 indicates base flood elevations determined in accordance with the requirements of the City of College Station It .� �j 1 ` Stormwater Management Ordinance. Lot 76 ! N _ Lot 23 �� p 1 I Lot 63 I I indicates minimum habitable finish floor elevations N.G.V.D. commensurate with the requirements of the Cit of 0.441 Ac M N to u7 o, I N 1 0 10.737 Ac. � ( ) q y / v o rn N 0.331 Ac ;n o1 2:_3 rn Lot 24 •- IN 1 • 0 E College Station Stormwater Management Ordinance. V V Lot 25 o N 0.287 Ac. '' voi 1 1 S 49' 43 2, I cro `ri 1 228.4 I 0.308 Ac z 1 154.70 �1 I v N I I 26159r. / / Z 1� pt,,ject Benchmark: City of College Station 1994 GPS Control Monument No. 256 based on Texas State Plane, Central Zone, o / / '26" W , / IN I b I I NAD -83 datum. Elev: 274.91 (NAVD 1988) J 207.23' / L=6.47' �L.-- .96 M I Io 3 1 " E_ 274.56 / ( 1 1 S 49.431 0 ' 5. All Eldistances shownk along requirements are arare o lengths.isby the City of College Station Unified Development Ordinance. 4 / \ 10 P.U.E.P_U.E. Lot 22 o / - --------�� 0.441 Ac. 1� - I LL! LOt 9 �; / O2 89.37- 56.76'\ iN of ? 0.358 Ac I ° a, 6. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods. / S 39'34'55" E 146.13 C35 �� o o- I ��� I ' „ gy / *- 0 1 co I I I O Indicates 3/4 Iron Pipe set o L4 77 I i i I O Indicates 1/2 Iron Rod found l 0.477 Ac. � �I N N „ l�, Bandon Dunes Ct. 9 � 1 „ 30 p / `� 50' R.O.W. 9.43'20 E W I Lot 64 y 9 PK Nail Control Monuments set in Asphalt Pvmt., at q Intersections and the q radius of culdesocs. /Q ,d` S 4 . I of 10.712 Ac. I 5 �� / N 20• /� �,0 N 39'34'55" W - 179.77- C33 S 27- I 157.22 I �I 228.8 I - 7. Abbreviation: / '33" �; / .J� �, C.A. - Common Area - - 80- - - - 95.00' _ - hyo%/ 30 53" E " 14 1 I �I I I C.E. - Conservation Easement 2p2 / �� / 10 P.U.E. �.i/ 1.99 I �d I H.O.A. - Homeowner's Association o / I P:U Public Utility Easement V .14, / { o I oc o� / / ® 4.55' ��s8.7t 1 1 o Z I 5.10' _ • 5 / 4� o g / I of „ E _ 26 �N P.D. Public Drainage Easement ti '�► "� Lot 10 0 •: � / Q• � / / �' 0 3 3 I of I g 49 43 � �,; V.W..D.E. - Varwble Width Public Drainage Easement a / 0.401 Ac. �n 8 No constr c i u t on or fencing shall - .- I ede constrict or block the flow of water in an easement o natural drainage \ LOt 78 _ _ I I 9 P y r ria al course -� 0�- •� N / •� 'n o '� o �' I I I I including floodplain areas. 0.470 Ac. / N / o 0 0 0 Lot 21 eV / Lot 18 N o Lot 19 N �' °D I I I 9. No modification of floodwa i owed includingfill landscaping or fencing. h C 1O �; 0.457 Ac 1 _ P 9 9• g I 10. All underground utilities within floodway areas must be installed by bore. 0.392 Ac. o 0.305 Ac o N °r° , N 4 /o o 'n o Lot 20 •� ` •- I I Ou E . 160.00 1 \ 11. Common Area to ed and maintained by the Homeowners Association. ?p• o `'� / cn r� I - 43 N 3'Lot 65 \cr \ 12. Current Zoning: R-1 30 33� W / N / 0.298 Ac. N g 49 139.22 _ - I D p of 10.697 Ac. Via' Average Lot Size: 0.51 c. ? o N - I +. a; of / 229.2 a'• to ROW Dedication: 4.6 Aa , 160:15 13. ffie Parkland Dedication for 3,630 dwelling units was made on Feb. 8, 1988 in accordance with the Special Warranty Deed of • / /Q• / 20 P.U.E. arkland to the City of College Station recorded in Volume 1029, Pae 13. / o S 39'34'55" E - 146.43 95.00' 95.00' 90 00-'-- 90.00, _ - \ N 1 90:00 90.00 95.00 61.43 20 35 O l �• Lot 79 / N w •-------- -------------- ----- W I` I ♦ " E _ 271.83 g 0.529 Ac o> l • (� 1 S 49' 43 20 \ +a \ � Lot 11 1 � \ � �, <o d 0.459 Ac. W W W W a Lot 12 I I \� \ a _ ��RINAL PLA T N 2p3 /,. v� _ o 0.302 Ac. I 1 ♦ / / 0'33" / ,�/ o 0 0 0 0 0 Ki Lot 13 -.-7/ o . W , 2 l Lot 17 N o Lot 16 N g Lot 15 N Lot 14 o.2s8 Ac. v bl 0.751 Ac 23 0.361 Ac. 0.289 Ac. 0.305 Ac 0.304 Ac Z O^ 0i 229.6 \ z z z Z ___ _ - ,114.22' �I �♦ Lot 80 / - 90.93 0" W _ 29,3.47 I ,2�„ E _ 297.24 \ l 0.460 Ac. l 10 P.U.E. _ _ _ 53.32' N 49'43 2 I S 49 43 , N fo Cj� - -103.:1' - - - - -90.00' - - - - 95.00' - - 54.97' - - L=51.78' L_36.71 2030'33" o N 3934'55" W - 343.28' C32 50 00' - W // 2 p8 31' / Lot 81 / 0.476 Ac. / f%%/7t Hills D/TVe S 49.43'20" E 2 135 00 50' R.O.W. �. 1 �a S 39'34'55" E- 387.72' _- 115.0 I I 1 1 Lot 67 11 C' 68.34' 110.00'--- 109.77- - - - - - 99.61' - - i,'� V0. Ac / 230.1 �------------- - 10 P.U.E. --- _Al t OF 2 SHEETS P-EBBL-E Cl? -E -EK P..,ffAx_.�P'_v� 7 D 55.025 ACRES LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 S• W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2014 SCALE I" = 60' Owner: Surveyor: Pebble Creek Land Company McClure & Browne Engineering/Surveying, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 10650019-fp.dwg Pebbla a 1-`' �' - _ _ -s- - 4) 449.42 feet in a clockwise direction along the arc of a curve having a central angle of 28' 27' 10", a radius of 905.00 feet, r - - - - - - ' ' Phos --" ' 267.20 p\\� I a tangent of 229.44 feet and a long chord bearing N 49' 44' 10" E at a distance of 444.81 feet to a found 1/2 -inch iron / -10' P.U.E. \ S •00'J�-%M E '`" Scale: 1 "=100' rod for corner; ' L9 - -- ' I 5) S 39' 34' 55" E for a distance of 116.56 feet to a found 3/4 -inch iron pipe marking the Point of Curvature of a curve to ' v`O _ .. - - 10 ' P.U.E. & P.D.E. _ the right, _6) 41:12 feet along the_ arc of said curve having a central angle 94' 14' 26", a radius of 25.00 feet, a tangent of 26.92 feet 00 .. l ! Lot 4 1 0 o �n - Lo � �� „ and a long chord bearing S OT 32 17 W at a distance of 36.64 feet to a found 3/4 -inch iron pipe for comer, / P P- 0.370 Ac. �,�,� � o ,� � o � � � S ;�.. „ 7) 30 37 24 E for a distance of 60.20 feet to a found 1/2 -inch iron rod. for corner, and. o . „ 8)S 45' 00 57 E for a distance of 267.20 feet to a found 1/2 -inch iron rod in the east line of the said 76.927 acre tract -- 10) I ^' I Lot 59. I (� and the west line of the called 1265.370 acre City of College Station Lick Creek Park tract recorded in Volume 488, Page 756 it .n 0.666 Ac. of the Brazos County Deed Records (B.C.D.R.), I 154.01' o o ''� 225 THENCE: along the common line of the said 76.927 acre tract and the said west line of the City of College Station Lick Creek ; N 32.23,51�'�"---•-... W 'oMi `o �� --� �- I Park 'tract for the following three (3) calls: - M M „ 285.11' 1) S 44 58' 54" W for a distance of 718.91 feet to a found 1/2 -inch iron rod for corner, U? 'M N LO , Z S 4500 57 E _ I I 2) S 2T 48' 54" W for a distance of 536.67 feet to a found 1/2 -inch iron rod for corner, and ^� 3) S 86' 48' 54" W for a distance of 711.81 feet to a found 1/2 -inch iron rod marking the southwest corner of the said j18.54' ' I� 76.927 acre Pebble Creek Land Company tract and the upper southeast corner of the beforesaid 27.29 acre City of College °- I i ♦ I� I �,� Station tract (1029/13); D_ � O 0.376 Ac. I� � ♦ ♦ ' p THENIE: N 39' 34' 55" o �h LOt 600 a I W along the common line of the said 76.927 acre and 27.29 acre tracts for a distance of 302.62 feet to '" II �� 0.706 Ac. I N a 1/2 -inch iron rod set for corner; -' 'n 227.4 � 155.00' c6 � ' THENCE: S.50' 25' 05" W through the said 27.29 acre City of College Station tract for a distance of 166.10 feet to a found N 39'43'41" W �) ` 1/2 -inch iron rod marking the north corner of Lot 67, Block 46, PEBBLE CREEK PHASE 9-D Subdivision as recorded in Volume 29 ♦ 7655, Page 245 (O.R.B.C.), the northeast corner of St. Andrews Drive (based on a 60 -foot width) and being in the southwest line I � E- 297.40' I of the said 27.29 acre tract; � S 4442'1 4" I lrn n �, 0 n v, `` I J THENCE: N 39' 35' 04" W along the before -mentioned southwest line, said line being common with the northeast line of PEBBLE CREEI< PHASE 9-D Subdivision, the northeast line of PEBBLE CREEK PHASE 9-E Subdivision as recorded in Volume 7311, Page 267 o`r'•,� Lot 6 �i I , (O.R.B.C.) and the northeast line of PEBBLE CREEK PHASE 9-C Subdivision according to the Amending Plat recorded in Volume �I 0Lot Ac - a, I I 11176, Page 190 (O.R.B.C.) for a distance of 2003.85 feet to a found 1/2 -inch iron rod marking the north corner of said PEBBLE CREEK PHASE 9-C Subdivision, said iron rod also being in the southeast line of PEBBLE CREEK PHASE 4-B Subdivision as Lot 61 recorded in Volume 2324, Page 199 (O.R.B.C.); W 29.01' 0.769 Ac. I 227.7 w THENCE: N 50' 1.9' 50" E along the said southeast line of PEBBLE CREEK PHASE 4-B for a distance of 166.18 feet to a found I155.00 , ° a o I 1/2 -inch iron rod marking the west corner of Lot 1, Block 43 of said PEBBLE CREEK PHASE 7-A Subdivision, said iron rod also I � '57" W IM I 0.c Ln being in the before -mentioned northeast line of the 27.29 acre City of College Station tract (1029/13),- 47* o� tJj 01 v' N T z ' -a o I THENCE: S 39' 34'. 55" E alongthe southwest line of said PHASE 7-A and the northeast line of the said 27.29 acre tract for a a`�n1 0I ,20� E 293.48 c Z I o distance of 1110.76 feet to thePOINTOF BEGINNING and containing 55.025 acres of land, more or less: �ry�nn� 1 I MI S 4943 oa o_ ova m I �`•°� .� Lot 7N o a E IM .. ^. 0ou �4 M! a390 Ac Il,n I _' o , " in \ V I r � y�' ' i� 1 1 o cO Op 0• J -.,- � RT on ¢, Q _ Q762 Ac. ,v o '610c, z" b d v i u_ V \ \Q 1 I k S t e �, e 0 228.1 C 1 7 8 Pebase, 7_� (. ' i \ ` 151 • .20" W I �1 3 <' GENER \L NOTES 75 26 27 _ L8 N 49 43 I �1 I >� 1. ORIGIN OF BEARING SYSTEM: ORIGIN OF BEARING SYSTEM: Bearings are Texas State Plane, Central Zone NAD83 datum, based I 10 P.U.E. I I on 1994 City of College Station GPS Control Monument No. 256 and No. 156 (S 38'16'03" E). _ _ 1 b Flood for 35 \ \ S 31 X31 " I I - ' " 309.43' - 1b I " E - 284 02' ' cp I 2 Revised Ma o 16e 012, ansuofrance this aBs locat dzos County, hea Specialxas Flood Incorporated d Area s'Zone AE. mbar 48041 C0350E, Map ' E - 220.78' $ 42 45 01 E ' i 1 ? I g 49' 43 20 b Y 'portionproperty P 220.78' 95.09 - __ - . I 1 N �}. 3. Limits of the base flood as determined by the project drainage report (October, 2007) in accordance with the City of College 50.69' 95.33_ __ - - I 1� 39 V• If ' - - 10 P.U.E. 1 01 Lot 8 Blook N ;°' Station Drainage Policy &Design Standards. I 4 0.394 Ac. I ,Mn • ' ' W Block 6.2 �, 1 `I 1 I �•- I 23 indicates base flood elevations determined in accordance with the requirements of the City of College Station It .� �j 1 ` Stormwater Management Ordinance. Lot 76 ! N _ Lot 23 �� p 1 I Lot 63 I I indicates minimum habitable finish floor elevations N.G.V.D. commensurate with the requirements of the Cit of 0.441 Ac M N to u7 o, I N 1 0 10.737 Ac. � ( ) q y / v o rn N 0.331 Ac ;n o1 2:_3 rn Lot 24 •- IN 1 • 0 E College Station Stormwater Management Ordinance. V V Lot 25 o N 0.287 Ac. '' voi 1 1 S 49' 43 2, I cro `ri 1 228.4 I 0.308 Ac z 1 154.70 �1 I v N I I 26159r. / / Z 1� pt,,ject Benchmark: City of College Station 1994 GPS Control Monument No. 256 based on Texas State Plane, Central Zone, o / / '26" W , / IN I b I I NAD -83 datum. Elev: 274.91 (NAVD 1988) J 207.23' / L=6.47' �L.-- .96 M I Io 3 1 " E_ 274.56 / ( 1 1 S 49.431 0 ' 5. All Eldistances shownk along requirements are arare o lengths.isby the City of College Station Unified Development Ordinance. 4 / \ 10 P.U.E.P_U.E. Lot 22 o / - --------�� 0.441 Ac. 1� - I LL! LOt 9 �; / O2 89.37- 56.76'\ iN of ? 0.358 Ac I ° a, 6. Monumentation: Unless otherwise indicated, all lot corners are marked with 1/2" Iron Rods. / S 39'34'55" E 146.13 C35 �� o o- I ��� I ' „ gy / *- 0 1 co I I I O Indicates 3/4 Iron Pipe set o L4 77 I i i I O Indicates 1/2 Iron Rod found l 0.477 Ac. � �I N N „ l�, Bandon Dunes Ct. 9 � 1 „ 30 p / `� 50' R.O.W. 9.43'20 E W I Lot 64 y 9 PK Nail Control Monuments set in Asphalt Pvmt., at q Intersections and the q radius of culdesocs. /Q ,d` S 4 . I of 10.712 Ac. I 5 �� / N 20• /� �,0 N 39'34'55" W - 179.77- C33 S 27- I 157.22 I �I 228.8 I - 7. Abbreviation: / '33" �; / .J� �, C.A. - Common Area - - 80- - - - 95.00' _ - hyo%/ 30 53" E " 14 1 I �I I I C.E. - Conservation Easement 2p2 / �� / 10 P.U.E. �.i/ 1.99 I �d I H.O.A. - Homeowner's Association o / I P:U Public Utility Easement V .14, / { o I oc o� / / ® 4.55' ��s8.7t 1 1 o Z I 5.10' _ • 5 / 4� o g / I of „ E _ 26 �N P.D. Public Drainage Easement ti '�► "� Lot 10 0 •: � / Q• � / / �' 0 3 3 I of I g 49 43 � �,; V.W..D.E. - Varwble Width Public Drainage Easement a / 0.401 Ac. �n 8 No constr c i u t on or fencing shall - .- I ede constrict or block the flow of water in an easement o natural drainage \ LOt 78 _ _ I I 9 P y r ria al course -� 0�- •� N / •� 'n o '� o �' I I I I including floodplain areas. 0.470 Ac. / N / o 0 0 0 Lot 21 eV / Lot 18 N o Lot 19 N �' °D I I I 9. No modification of floodwa i owed includingfill landscaping or fencing. h C 1O �; 0.457 Ac 1 _ P 9 9• g I 10. All underground utilities within floodway areas must be installed by bore. 0.392 Ac. o 0.305 Ac o N °r° , N 4 /o o 'n o Lot 20 •� ` •- I I Ou E . 160.00 1 \ 11. Common Area to ed and maintained by the Homeowners Association. ?p• o `'� / cn r� I - 43 N 3'Lot 65 \cr \ 12. Current Zoning: R-1 30 33� W / N / 0.298 Ac. N g 49 139.22 _ - I D p of 10.697 Ac. Via' Average Lot Size: 0.51 c. ? o N - I +. a; of / 229.2 a'• to ROW Dedication: 4.6 Aa , 160:15 13. ffie Parkland Dedication for 3,630 dwelling units was made on Feb. 8, 1988 in accordance with the Special Warranty Deed of • / /Q• / 20 P.U.E. arkland to the City of College Station recorded in Volume 1029, Pae 13. / o S 39'34'55" E - 146.43 95.00' 95.00' 90 00-'-- 90.00, _ - \ N 1 90:00 90.00 95.00 61.43 20 35 O l �• Lot 79 / N w •-------- -------------- ----- W I` I ♦ " E _ 271.83 g 0.529 Ac o> l • (� 1 S 49' 43 20 \ +a \ � Lot 11 1 � \ � �, <o d 0.459 Ac. W W W W a Lot 12 I I \� \ a _ ��RINAL PLA T N 2p3 /,. v� _ o 0.302 Ac. I 1 ♦ / / 0'33" / ,�/ o 0 0 0 0 0 Ki Lot 13 -.-7/ o . W , 2 l Lot 17 N o Lot 16 N g Lot 15 N Lot 14 o.2s8 Ac. v bl 0.751 Ac 23 0.361 Ac. 0.289 Ac. 0.305 Ac 0.304 Ac Z O^ 0i 229.6 \ z z z Z ___ _ - ,114.22' �I �♦ Lot 80 / - 90.93 0" W _ 29,3.47 I ,2�„ E _ 297.24 \ l 0.460 Ac. l 10 P.U.E. _ _ _ 53.32' N 49'43 2 I S 49 43 , N fo Cj� - -103.:1' - - - - -90.00' - - - - 95.00' - - 54.97' - - L=51.78' L_36.71 2030'33" o N 3934'55" W - 343.28' C32 50 00' - W // 2 p8 31' / Lot 81 / 0.476 Ac. / f%%/7t Hills D/TVe S 49.43'20" E 2 135 00 50' R.O.W. �. 1 �a S 39'34'55" E- 387.72' _- 115.0 I I 1 1 Lot 67 11 C' 68.34' 110.00'--- 109.77- - - - - - 99.61' - - i,'� V0. Ac / 230.1 �------------- - 10 P.U.E. --- _Al t OF 2 SHEETS P-EBBL-E Cl? -E -EK P..,ffAx_.�P'_v� 7 D 55.025 ACRES LOTS 59-73, BLOCK 39, LOTS 76-94, BLOCK 43 LOTS 4-25, BLOCK 62, LOTS 1-8, BLOCK 63 AND LOTS 1-20, BLOCK 64 S• W. ROBERTSON SURVEY, A-202 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2014 SCALE I" = 60' Owner: Surveyor: Pebble Creek Land Company McClure & Browne Engineering/Surveying, Inc. 5102 Stonewater Loop 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 690-0992 (979) 693-3838 10650019-fp.dwg 1 .Lot 88 i O^ of 0.751 Ac. SEE S-�EET 2 _ _ 229.6 , Lot 80 / l -- "• "'_ 114.22' / 0.480 Ac. / 90 93' - 258.47 ♦ ♦ \ 2p. loo Oji - - -103.31' - - - - - o- - - - _ 10 P.U.E. _ _ _ _ _ _ 53 32 N 49'43'20" w 297.2'4' 90.00' 95.00' 54.97' L=51.78' L=36.71 1 S 49.43 ?0" E , \\ 23 ,33h /O _ _ _ 1 3p N 39'34'55" W - 343.28' C32 c8 \ / / oo j 208 31 • Rint Hi//s Drive S �s _ 250.00 3t. --OL - . - G ♦ o / eF3'20 E 135.00 ,.._ .... -- \ ♦ \ '\ � Scale: 1 "=100' 50 R.O.W. S 39'34'55" - 115.00'_..- - - r- 1 r' MI ♦ \�, \' / E 387.72 1 0 _ G N ,h - 68.34' , - 1 1 _ Lot 81 10.00 �os.77 s9.s1' ° ,� I� 1 1 Lot 87 • - �� o.47s ac ---- --- --- - 10 P -v..--- ---- ---_� �, / IM �1 Lot) 1 N 0.95o Ac \ \ �O� ^ N to / 1 1 1`" of 0.404 Ac 1 M MI 230.1 % � I 228 / so 20 3 3 3 1 13 I `OD (j I ♦ ., -'� . os' o in -0 to 1 <o I Lot 20 �0 1 I J I ♦ \ N ' i o 0 o I °' 0.433 Ac. a " , V 6 l o ,<v LOt ) N o Lot 2 o LOt .� 'ion o LOt ¢ / `n) �0 1 N 41'47 57 W I S 40'36'48"E - 342.61 ♦ \ y \ q� l 0, 353 Ac. d 0.354 Ac. N �► N O o' 'n 22 / / l l rn Mo „� *- 0.353 Ac. 0.38f Ac. l v N �i� 1 N 155.66' ) \ y Lot 82 / 4" N l / S I N MI oo�o A472 Ac. n l / r, 2p4'� I oI /o N :� �N 39.-�--„ _-- - _-_24P.U.E_----- ----- /� Via/ �44.f�.. /h �� /� o� • \°�o„oo a ^� ry Lot 2 to n j \ \ '� o• 0 rn ^ 34 55 W 134.55 - / -j o o' - - - - - - / 4i/ / 2�3p•3 /p `o ,N 110.00' 109.77 • �'/ / bV o = y 84.00 90.00 90.00' / %/ .372 Ac. /,� Lot 65♦ y --1 ^ / c r------ - ---- 178.55' o y^ / too 88.23 0 -----------------�`v ^ /^ J 1.353 Ac vi / 230.5 �N y�N �. co / �V \ ono lu l �0 1 0 o .. / z / tot / v- - Block 0.349 0 0 �Q O w W w r , W / , / N i Lot 83 / / 9 00 0 o 0 o Lot 5 0.465 Ac `b •� /h w / / Lot 8 N o Lot 7 o Lot 6 o.4os Ac. 1 n J 0.341 Ac. b ;� 0.289 Ac. bN N g / a by R° 8 /o, / w/ S 2g• 0.289 Ac. g o ^ / h ?.5 z z / �rO / '°�• F //� / / /%/ 'fs E _ 426 ♦ ♦ \ o z / / ti Lot 3 0Lot 18 0.446 Ac.0.306 Ac, / h /� lop, ----- ----------- 10 P.U.E. S- V97:31' 90.00' 90.00'- -60-08-1 - ' / N 39'34'55" W - 327.39' 5008 �6 9051 Lot 84 / ! 'Ro°°S�1F �o/,° ohs Q��' °oo, / // Lot 89 / 6.351 0.460 Ac / Hawks Ridge Orrve � I /o / N l0 " 50' R. 0. W. /ny/ , �Y �, /o^� / f.390 Ac. / 20.30,33y /Oo G,�6 S 39 34 55 / E - 330.43 C24 "/ Lot 17 �, / Lot 4 ��• �/ �/ / 83.94 �• 0.386 Ac. �1• a W / 4� / 110.00 105.00' 31.49' Gly ,,� / 0.282 Ac. / /(�` / / S ____ _ 12 v 199 ,p, / `J / ---------- - 10 P.U.E. -- --- \ ��5�1� S+ / ���� N / / 9Sss / \ ` 030' °o ^^ys- 3� J``•' Q loo %� �S Q/� �/ F/� ♦ / 1 / 3 3 3 ?S�� �1F / o,� �/ sQo��Ooo / Lot 85 / o o �n o �n 3 / o"'/ �' �1�``� '`eft 0.436 Ac. l p l o 0 0 O 0 a / 15.47' �o w Lot 12 to o _ 1 l w Lot 13 o Lot 14 o - o�/. C! / o / / / �M/ 0.403 Ac. g 0.354 Ac. o 0.337 Ac. N g Lot 15��y' ?, N / � to 0.304 Ac. N Lot 16 ryry �/ ^� ,y'� �,°/ LO N 2 p• io 0 / i N t� coy 0.319 Ac. �h / ", LOt 5 / 00 �a 41� ��., Q t 7c. Y., I I 3p'33y l ^ <v l N / / 0.507 Ac. 1.111 Ac. r IV Tj 20 P.U.E_ 6 •'� �0� , 0- Q) 39'34'55" E - ---------- - ---------- - - - - 1 J / W I / rn 150.15' 110.00' 105.00' . 103.12' ' - J / 0�/ �p3 / / 11 ; 4 I ( / �o r - - -116.65- - - -- - -100.00_ _ 100.00, 67.16 � �. / � / �` � // / e e rook Parkw - -----100:---- ---00'1.18.78 Lot 8s / �/ �� �, 29, ■/�i:+� , ,�� o 0 O I D.432 Ac. "� °j v�h �/ Ov /� 1 / cc waetonal Q _I . h / ^�� w w W / / O o Lot 71 h �� 7 o o O 0.925 Ac. o � Lot 11 Lot 10 -in q .Lot _. _m - _.,� - �, 9 d t N O / / / _,._ 1 15.93 II 0.427 Ac. o LOt 8 _ » . _ _ _ ..r_ m rw V ' " 0 0,321 Ac. N O Lot 7 Qin, o � N 41 07 16 W � -' � ,n � � � 0.321 Ac � � 0.321 Ac. � � 0.382 Ac.oN r 0.564 Ac 148.07 I 1 z Z In /j / F C✓ Q� / 1 \ Z Z z 3i'S°3 Quality Circle tf _ _ VN / \ ----94.87-- ----- ---- ;- ------ - 10 P.U.E. 10 / / � % � 100.00 100.00 100.00'-----------� / / Lot 87 ��,� 118.78'- - - - 120.30' G11 // Lot 72 ooh °y N 39'34'55" W- 633.94' Q �� v o0 / 1.088 Ac. , �h / QV 5 6v 0.496 Ac QUoriy Oaks D/ivC' 50„ R.O.W. V Ni S /rva�\e Q' state Highway s N 39 34 55 W - 606.04 N�3• N 77 1 0 - 88100.00' --- -- 100_00 - --- - L=12.34' - - - - - 100.00 105_00 - - 123.16' 10 P.U.E. -----------� l •��. / C/N/ TY M \ Lo h ° Lot 88 o 0 o Ino to - \ 0.575 Acto \ \ \ No Lot 90 �o Lot 91 a� po 000 �°' Lot 89 � 0.344 Ac N to N o Lot 92 d Lot 93 to N w� 19.21 0.385 Ac. LO in 0.344 Ac. b 0.344 Ac. b 0.362 Ac. N to .4 9 c j° v OtD Common Area Lot 73 / \ ' 1 ui En in ,n to r 0.472 Ac. ' .1 �Q 1.102 Ac. 1cn CERTIFICATE IFIC 6.29 ATE OF SURVEYOR a V s EYO R AND OR ENGINEER Co mmon Area - L- - - - - STATE OF TEXAS - - - - - - - 155.41' -- - - -132.94' - - -- _ - -- - - - - -- - - -- - 10 P.U.E. - - - - �O•y°� I �) �l / /� COUNTY OF BRAZOS L\Jo ' 100.00' -� I < , - - / \ 100.00 ----------- _-�/ CV S 39'34'55" E - 1944.11' 100.00' 105.00' 98.56' 41.44'M-� "------------------� _ ``� 6 .4 ' 235.18' ' 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 as Point of N 39'34'55" W - 302.62' prepared from an actual survey of the property and that property markers N 6lag/nning ,' and monuments is were placed under my supervision on the ground. m Pebble Cnsek A74Woy o 100' R.O.W. 100' Wide Gulf States Utilities Co. Easement (130/152) Kevin R. McClure, R.P.L.S. No. 5650 00 -- - - - - - - - -- - - -- -- - - -- - - - - _ - - - - - -- _--- -------- - - - - -- R CE T FICA OF THE COUNTY CLERK Q - A _ - - - - --- - TATE O - S F TEXAS 60 Clojon Gas -Co. Easement (473\65) 20 City of College Station Easement (713/687) 0 COUNTY OF BRAZOS m - - - - - - - - - - - - - -- 0) ---- -- - - ------------- - - - - -- Z I, Karen McQ,RAr, / e 60' Exxon Pipeline Co. Easement (49/25 & 959/149) - =`= - - - - - - - County Clerk, in and for said County, do hereby certify -------- that this plat together with its certificates of authentication was filed for - _ - N 39'35'04" - - - - W - 200. _ record m - rd in y .office the d _ .t�I _ _ e ay of 20 . in the � � NAL PLA T - - - �-- - - - Official Records of Brazos County, Texas in Volume _ •page Block 47 14 15 16 17 -\ / / f8 19 i r' i / Witness my hand and official Seal, at my office in Bryan, Texas. Pebble Geek Subdivision Lot 67 ^ \ 1 / f� e Block 47 I ( i , Phase 9-E (7311/267) Pebble Creek Subdivision {� Block 46 q LZ CRHHKPhose 9-D (7655/245 County Clerk f ,I l CERTIFICATE OF OWNERSHIP AND DEDICATION Brazos County, Texas PiffAAS'� 7-D STATE OF TEXAS STATE OF TEXAS i � ,,� i 1 55.02-5 AC ` COUNTY OF BRAZOS ... COUNTY OF BRAZOS' RE Before me, the undersigned. authority, on this day personally appeared CERTIFICATE OF PLANNING AND ZONING �^ CERTIFICATE OF r We, NTNG CITY E _ Pebble Creek Land owners and developers of the -land known to me to be the person whose % COMMI,>SION ENGINEER LOTS 59-73, BLOCK 39, LOTS' 76'94 BLOCK 43 shown on this plat, and designated herein as the PEBBLE CRE K PHASE 7_p name is subscribed to the foregoing instrument, and acknowledged to me 1, I, LOTS 4-25, BLOCK 62 LOTS that he executed the some for the purpose and consideration therein stated. Chairman re the Planning and City Engineer of the r. , , %-�' BLOC City of College Station, Texas, / , � � : ,_w K 63 Subdivision to the City of College Station, Texas, and whose name is Zoning Commission of the Cit of College Station, hereby certify that this S `✓ �- subscribed hereto, hereby dedicate to the use of the public forever, all Y 9 hereby certify that the conforms to the r y of the C Plat AAIB LOTS' attached lat was dui a requirements of the Subdivision Regulations of the City of 2020, BLOCK 64 streets, alleys, Given under my hand and seal on this day of P Y approved by the Commission on the da of y parks, greenways, infrastructure, easements, and public places 20 y College Station. S. W. ROBERTSON SURD thereon shown for the purpose and consideration therein expressed. All such EY, A-202 f` dedications shall be in fee simple unless expressly COLLEGE STAT 7 P P Y Provided otherwise. Notary Public, BrazosChairman City Engineer. County, Texas City of College Station Owner B/?AZO.S' COUNTY, TEXAS ( ` JUNE, 2014 / { SCALE I" = 60' 02 - 3S Ii S r: Pei bb�e Creek Land ~Company erm 51021 Stonewater Loop McClure &Browne En ine ' g g/Surveying,, Inc. College Station, TX 77845 1008 Woodcreek Dr., Suite 103 (979 690-0992 College Station, Texas 77845 (979) 693-3838 Illml 10650019-fp.dwg