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HomeMy WebLinkAboutDrawingsr, I 4 5 6 1 1 1 i l oIs Norm- G mman„CoP. 1 / 1 2 J I i 7 1 B 4 QuII St I' r! T 1 Black firce I I 3 on Pipefge �,n1em<n 5.TWJ Acres I I I I I Rointrce Section fires - _ _ VoL 2549, Pg. 2J! - =' _ _ _ - _ _ _�l• tSe P9. 4_ _ - i I p I B/ach Four I I � _ 1 _ - - - - - - - ?_ -- - _T --- -�________ ____________ nFaur I ! ________t________ _______ _ _ _ , 1 i 1 "f o'a 1 1 1 1 Rointres See "I"' ! T 783 1 25 U.E. I L1 I I 1 1 4207'10' E - 82578' 1 1 (y 25' f_PO S 60.00' 60.00' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 67.46' 60.01' 141.45' N 4 - -- --. _ _______ ________ _________.,d< • - - - - - - - - •ora 'If$ m h - - - - - - - - - - - - -- - - -- -- Blo�..s2Z I a r v p '+m, 40' Wide City of College Station •r U811ty Emement (517/287) I a O d 1 Being all Not certain tract ar parcel o! loud lying and being situated i the MORGAN RECTOR LEAGUE, v e © 60' R.O.W. ••. J8' Pavement d 1 3 a 3 3 3 3 - 3 3 3 3 3 3I „;g I City POfk $ Isex CC7 '349 Acres Volume 246, Pages 25 and 657 of the Brazos County Deed Records (B.C.D.RJ and being more particularly described by metes and bounds as follows: 9$rr 10 •S , N 4157'10" E z N z^ z^ z z^ BEGINNING: of a 1/2 -Inch Iron rod marking the east comer of RAINTREE SECTION THREE SUBDIVISION as O 130.79' I I to yy 85.00' 60.96' 60.00' I N 497"EI recorded in Volume 419, Page 41 (B.C.D.RJ, the south comer of RAINTREE SECTION FOUR SUBOMSION os inVolume 474, Pages 781 783 the CROSSING m L-10.09' o 0 1 recorded and (B.C.D.R.) and northwest comer of CARTER'S SUBDMSION, PHASE ONE, from whence the north comer of the called 50 acre Fojtik Vact bears N 4Y 07L't7.27• QE 7e _J 10' E at a distance of 59.82 feet for reference: m e am¢ b m p 2 ^• L-10.49' THENCE Into the Interior of the called 50 acre tract and along the west line of said CNRER'S CROSSING re I m O> 50.76' 60.23' 1 60.23' 1 60.23' 1 60.23' 60.23' 1 60.23' 1 60.23' 1 60.23 1 42.52' I i I int of Begi'7107 Vol. 474' P9s. -f -I= ---'-� ---- 2roT70" E 59.87) I II I w� I I I i I MarrN/ 's T st 20.69 AAcc res Vol. FYI. Pg. 18 I'j ii i Vicinity Map b a' i at a distance of 10.43 feet to a i/2 -Inc Iran rad net for comer, 1 I N 4234'45• E m %3 m g %2 l>n $ » M g �� g 9 n $ B 1 Ias I I 3) N 46' 55' 23' W for a distance of 50.01 feet to 0 1/2 -inch iron rod set for comer, '^ I N 5p i 4) 10.07 feet in a counter-elockwiae direction along the arc of a curve having o central angle of 23• Min. FF .' Min. FF .r Min. FF a Min. FF a Min. FF a Min. FF 77.50" ( 120.00' °254.5 =254.5 =254.0 =254.0 =254.5 -254.5 I E I u I e ' 04' 49, a radius of 25.00 feet, a tangent of 5.10 feet and o long chord bearing N 30' 32' 28' E 1 z z ^ z ^ z ^ z - I 12207 I a ata distance of 10.00 feet far tamer; 1 u, : 5) N 4T 25' /5• W for a distance f 123.00 feet to a 1/2 -inch Iran rod set for romer, said i rod I � I i o. I i also being in the southeast line of the Northrop Grumman j 1 9 Corporation 53.883 atm tract described in $ I o Min. FF W ( = 1 Volume 2549, Page 237 (O.R.B.C.); - I • i THENCE N 47 04' 53• E for o distance of 75.00 feet to a found 1/2 -inch ire rod morkin the cost m p n 5' P.U.E. I 255.0 a 9 er 7 r I o. I $ m I i ' V I comer of the said Northrop Grumman Corporation 53.883 ocre tract, aid iron rod also ma king the South 1 I nj ---43.26'------67.89'---- ---70.00`--- -70.00'--- ---'70.00'---- -42.76'--- �6 o I' . ' 1 comer of he said RAINTREE SECRON THREE SUBDIVISION; I N 42'07'10• E ♦ ♦ - N 5077.50• E i I I I THENCE N 47 07r 10' E for o distance of 825.78 feel to the POINT OF BEGINNING and containing 9.936 I'D S 4234'/5' W 10.13' t i o e ` ♦. n _ ; ` 720 �' m Forest Oak Ci/C/e 223s• w N I a[re5 or Ione. m GENERAL NOTE5: 0 • h 1 0 . . ` g I ` 50' R.O.W. - 27' Abremenr V ! j I i c o 1 • Owns 6ppligpW: 1 `� C; j Min FF I n rn ,• Gement Fajlik Continental Homes f Texas 4 =255.0 ( 1515 Emerald Plaza 72554 Raly Vista Circle, Second Floor '� 1 \ 8 e i I Calle a Station, TX 77845 Austin, TX 78727 I \ I. E (979) 694-7000 512) 345-4663 1 3 ; + \ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _S _42_i7_7'10'_W -_ 426,6.3' I r it'll}'�" I 2. ORIGIN OF BEARING SYSTEM: Bearings shown on this survey are based on Texas State o Plane, Central Zone, NAD -83 datuminaccordance with Ci f Coll Station 1994 N I In GPS Control Monument No. 728. City o College n 1 \ i Northing: 10209558.975 r' v I City Pork \ , Limits of Bose Flat EasUng: 3567935.090 7,349 Acres 4 , determined by the City of _ _ - _ _ arjSr y, I ^^^III 77, Elevation: 265.71 (NGVD 1929) z ui \ College Station Oroina9e I i I I 3. According to the Flood I.urance Rale Maps for Brezos County, Toxo% and Inco ♦ Policy t Design Standards. I , Arooa, Map Number 4804100163 C, effective July 2, 7992, this property isn.1= ° 100 -year flood h....d area. Furthermore, all Iota o outside the limit. of the ♦ base flood as determined by the project dminoge report (June• 2006) in accordance ♦ Bose Flood Elevation Carter's Gssiny, Phase GYra ♦ I I with the City of College Station Droirege Policy 1 Design Standard,. %` ( I (Under C strpch'an) ♦ ♦ I I I , - 4. Minim Finish Floor elevations for gravity flow se r %.. vice have been established for um we \ City Pork i n m 8. 6 and Lo 8 th k 5. h I I 5. The building setback requirements are established by the Only of College Station Unified I ♦ ♦ ` -7.366 Acres I I' 1 Development Ordinance #2617. ♦ _ - - - - - - 6. All Common Areas shall be owned and maintained by the Homeowners' Association. CURIAE TABLE I 7. Unless otherwise indicated, an lot comem am marked with 1/2 Iran oda. _ CURVE DELTA RADIUS LENCfH TANGENT CHORD. BRC. CHORD I I O - 1/2' Iran Rod Found �y 1 C7 21'21'18• 41.50' 15.47' 7.82' S 31'26'31• W 15.38' O - 3/4' Iron Pipe Set u o 4a' W I C2 90'27'35• 41.50' 65.52' 47.83' S 8T2D'S7' W 58.92' \ I e) - Ca Nail I Chiseled 'x mark eel for Control Monuments at R.O.W. C3 24'04'34' 25.00' 70.57' 5.33' S 54'07'09• W .10.47' i t ' Cenl<riine Intersections. 4 Phos% One Carter's ``\ \ C4 23.04'49• 25.00' 10.07' 5.10' N 30.32'28• E 10.00' hI rp55rrR'3 Love CS 89.30'08• 25.00' 39.05' 24.78' N 0740'11• W 35.20' LINE TABLE 8. Abbrevlotions: R E fA�°r° G B,�k �r 11 C7 90'27'35• 25.-DO00' 39.47' 25.20' N 8T20'S7' E 35.50' UNE BEARING DISTANCE D.E. - FiishDrainage Easement F.F. -Finish Floor E `s• _ Lt N 4704'53• E 75.00' - H.OACA - Homeowner° Association Common Arlo E CB 8T46'22' 25.00' 38.30' 24.05' N 01'46'07• W 34.66' P.D.E - Public Drainage Easement til t2 S 4734'45' W 90.00' 9 o- o C9 3'02'40' 940.00' 49.99' 25.00' N 4T70'36' W 49.98' L3 N 46.55'23' W 50.01' Scale: 1' a 40' P.U.E - Public UWity Easement - C70 S'09'50' 1000.00' 159.94' 80.14' N 44.07'05' W 159.77' U.E. - Utility Easement o C11 81.39'20• 41.50' 59.14' 35.86' N 01'17'30' E 54.26' CERTIFICATE OF OWNERSHIP AND DEDICATION C12 90'27'35' 25.00' 39.47' 25.20' S 8T20'57' W 35.50' } e C13 89.32'25• 25.00' 39.07' 24.80' S 0739'03' E 35.21' p; J STATE OF TEXAS - 074 89'32'25• 25.00' 39.07' 24.80' S 0739'03' E 35.21' CERTIFICATE OF THE COUNTY CLERK FINAL PLA:T::= in COUNTY OF BRAZOS C15 98'20'40' 25.00' 42.91' 28.93' N 88.42'30' W 37.83' o rcO'+ C16 81'39'20' 25.00' 35.63' 21.60' N 01'17'30' E 32.69' I, Kenn McQueen, County Clerk, c and for Sold County, do hereby eertiry I, . owner and developer of the land shown that this plot together with its certificates o/ authanUcolion cam Filed for rata.# n this plot, and designated herein as rArrEyS CROSSING SUBOMSION. C17 9027'35' 25.00' 39.47' 25.20' N 8T20'57' E 35.50' n y off'i`ce the day of _� 20_, 1. lh. Official Records a2 PHASE 1W0 to the City O! College Station, T[YaS, d whose name ore of Broxos County, Tez.. in Volume Page _. 1 1 I subscribed hereto, he, dedicate to the s< of the public forever, all 7y--/ 7 -3:9 streets, alleys, parka, e.emenU, asci public places thereon shown for the Witness my hand and official Seat, at my office in Bryon, Texas. CARTER S CROSSING Ipurpose and consideration themin expressed. CERTIFICATE OF CITY ENGINEER 4= SUBDIVISION PHASE' TWO Z I, City Engineer of the City of College Slollon, Texas. County Clerk hereby cerlity that thin .ubdivialon plat conlomu to the requirements of the Brozos County, Toros o I Owner - Subdivoion Regulation. of the City of College Station. Y1 - ^ 60.00 - 9.936 Acres -( STATE OF TEXAS CitY Engineer CERTIFICATE OF SURVEYOR 1 L2 t couNrr of BRuos Gty or College Sloths MORGAN RECTOR LEAGUE, A-46 STATE of TEXAS m this d Personally appeared COUNTY OF BRAZOS 1 1 I °[tam me, the undersigned authority. vy D< y PP COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS OI I O 1 known to me to be the peman whose e is eubacad t to the foregoing .,p-. nU and acknowledged to me APPROVAL OF PLANNING AND ZONING COMMISSION I, Kevin R. McClure. Registered Professional rued Surveyor No. 5650, in the JUNE, 2006 1 �I in� I ' 1 that he emeut.d the some for the pury.. and can therein Stale or Teras, hereby certify That this pial is We and correct and was prepared Black 9 stated. I, Chairman or the Planning and Zoning Commission from an actual survey of the property and that property markers and monuments SC&E..� 1' - 40' 'obi -� I of the City of College Slotion, hereby earthy that the attached plot w. duty were placed under my supervision on the ground. Given under my hand and seal on this _ day of . 20 approved by the Commission on the day of _ 2CL_. MaC�Ihr& Browne Engineering/Surveying, Inc. Kevin R. McClure. R.P.L.S. Wo S. No. 5650 1008 odcmek Dr„ Suite 103 Notary Public, Brazos County, Terms Chairman College Station, Tex. 77845 (979) 693-3838 M (y N 4297'10'E O I N 469713' E i � 123.97' I i I � FIELD NOTES h Rainiree DrIve m 'a I i s 1 Being all Not certain tract ar parcel o! loud lying and being situated i the MORGAN RECTOR LEAGUE, v e © 60' R.O.W. ••. J8' Pavement ' ( Abstract No. 46, College Station, eroxos County, Teras, asci being a portion of the called 50 acre tract of „;g I City POfk land conveyed to Clement A Fajlik and wife, Annie Mary FojUk by Vittorio Kapchi.ki by deed mcorded in '349 Acres i Volume 246, Pages 25 and 657 of the Brazos County Deed Records (B.C.D.RJ and being more particularly described by metes and bounds as follows: O d N 4297'10" E Orss N 4297'10" E 60.00' 60.00' 60.00' 47.55' Ci• .6 I ro BEGINNING: of a 1/2 -Inch Iron rod marking the east comer of RAINTREE SECTION THREE SUBDIVISION as T;� 85.00' 60.96' 60.00' I N 497"EI recorded in Volume 419, Page 41 (B.C.D.RJ, the south comer of RAINTREE SECTION FOUR SUBOMSION os inVolume 474, Pages 781 783 the CROSSING L-10.09' 12127' 1 recorded and (B.C.D.R.) and northwest comer of CARTER'S SUBDMSION, PHASE ONE, from whence the north comer of the called 50 acre Fojtik Vact bears N 4Y 07L't7.27• 10' E at a distance of 59.82 feet for reference: m e am¢ F'�41.74' THENCE Into the Interior of the called 50 acre tract and along the west line of said CNRER'S CROSSING re 3 ae 3 3 3 3 B, ¢ N �$� 1 SUBDMSION, PHASE ONE for the !allowing eight (8) calls: o < I r? I I I 1) S 39' S0' 35" E for o distance of 526.15 feel to 0 1/2 -Inch Iron rod set for romer, $ b g to g to g ,s 3' 4 ro g to a I 6 % e i m N I I �'�a 2) S 63' 30' 43" W far a distance of 147.57 feet to a 1/2 -inch Iran rod set far comer, I N 42'34'45" E I n 2 a a r In n ^ ^ v v `5 r to r n ! ^ < a ^ h V V� _ �,s I y N 50'27 �l I I i 1 3) 15.47 feet in a clockwise direction along the am of a curve having a central angle of 21' 21' 18". a radius of 41.50 feet, o tangent of 7.82 feet and a long chord bearing S 31' 26' 31" W at a 120.00' '�" 2 z z z z Ory �" E ( E £ W I I '.s.iron I distance of 15.38 feel to 0 3/4 -Inch ' pipe eel for the Point of Tangency, a 0 ! 121.43' a ' 4) S 47 07' 10' W for a distancrige of 426.63 feel to 0 3/4 -inch Iron pipe set for the Point of y $ yyW] :5 I o i l Curvature ofI 5) 65.52 feet olonguthe amt of said t curve having a central angle of 90' 27' 35", a radius of 41.50 a o 3 o Block 5 c Min. FF I o I feet, a tangent of 41.83 feet and a long chord bearing S BT 20' 57' W at o dlalonw of 58.92 •• in e ^ m ; ( L------ ---- -- - ---- ---- -- - -- - -- - ( ---- ----- -----J 3 -- -- - Q, ro llo =255.5 i • p� 5 i $ M j a ' I II I c fact to a 3/4 -Inch Iron pipe set for comer, 6) S 47 34' 45' W fora distance 120.00 feet to a 1/2 -inch Iron rod set for comer. I C p C7 L ---------- to ;- 67.50' 60.96' 60.00' 60.00' 60.00' 60.00' 58.88' o y _, 15' i e h "' U•E I ° f 7) 5 4T 25' 15' E for a distance of 327.71 feet to 0 1/2 -inch Iran rotl set far comer and o 4 N 42'34'45" E 3 IV 20' P.U.E 70.00_ 70.00' 70.00' 81.87' 7v e1 3 ..•. I a iI c 8) S 47 34' 45" W fora distance of 90.00 feet to a 52 -Inch iron rod set for comer, from whence ]C• r. -.-- - ---67.89--- --- ------------ -------- --------- m p N 507)'50"'� E -J I ' the city of College Station monument No. 128 bears 64' 75' 20" W of o distance of 2731.08 teat for reference; p 2 rel 15' P.U.E. N iry E3 I I THENCE continuing within the interior of the called 50 acre treat for the following five (5) tolls: O O $ 2 g z W I = Min FF ! 7) N 4T 25' 15' W for o distance of 576.98 feel for comer. �4b o m I I ; 3 ; 3 3 0: m in ro =255.5 6 ^ I , 1 2) 10.51 feet in o counter -clockwise direction along the arc of a curve having a central angle of 24• 04. 34. a radius of 25.00 feel o tangent of 5.33 feet and a long chord bearing S 54' 07' 09" W b a' i at a distance of 10.43 feet to a i/2 -Inc Iran rad net for comer, 1 I N 4234'45• E m %3 m g %2 l>n $ » M g �� g 9 n $ B 1 Ias I I 3) N 46' 55' 23' W for a distance of 50.01 feet to 0 1/2 -inch iron rod set for comer, '^ I N 5p i 4) 10.07 feet in a counter-elockwiae direction along the arc of a curve having o central angle of 23• Min. FF .' Min. FF .r Min. FF a Min. FF a Min. FF a Min. FF 77.50" ( 120.00' °254.5 =254.5 =254.0 =254.0 =254.5 -254.5 I E I u I e ' 04' 49, a radius of 25.00 feet, a tangent of 5.10 feet and o long chord bearing N 30' 32' 28' E 1 z z ^ z ^ z ^ z - I 12207 I a ata distance of 10.00 feet far tamer; 1 u, : 5) N 4T 25' /5• W for a distance f 123.00 feet to a 1/2 -inch Iran rod set for romer, said i rod I � I i o. I i also being in the southeast line of the Northrop Grumman j 1 9 Corporation 53.883 atm tract described in $ I o Min. FF W ( = 1 Volume 2549, Page 237 (O.R.B.C.); - I • i THENCE N 47 04' 53• E for o distance of 75.00 feet to a found 1/2 -inch ire rod morkin the cost m p n 5' P.U.E. I 255.0 a 9 er 7 r I o. I $ m I i ' V I comer of the said Northrop Grumman Corporation 53.883 ocre tract, aid iron rod also ma king the South 1 I nj ---43.26'------67.89'---- ---70.00`--- -70.00'--- ---'70.00'---- -42.76'--- �6 o I' . ' 1 comer of he said RAINTREE SECRON THREE SUBDIVISION; I N 42'07'10• E ♦ ♦ - N 5077.50• E i I I I THENCE N 47 07r 10' E for o distance of 825.78 feel to the POINT OF BEGINNING and containing 9.936 I'D S 4234'/5' W 10.13' t i o e ` ♦. n _ ; ` 720 �' m Forest Oak Ci/C/e 223s• w N I a[re5 or Ione. m GENERAL NOTE5: 0 • h 1 0 . . ` g I ` 50' R.O.W. - 27' Abremenr V ! j I i c o 1 • Owns 6ppligpW: 1 `� C; j Min FF I n rn ,• Gement Fajlik Continental Homes f Texas 4 =255.0 ( 1515 Emerald Plaza 72554 Raly Vista Circle, Second Floor '� 1 \ 8 e i I Calle a Station, TX 77845 Austin, TX 78727 I \ I. E (979) 694-7000 512) 345-4663 1 3 ; + \ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _S _42_i7_7'10'_W -_ 426,6.3' I r it'll}'�" I 2. ORIGIN OF BEARING SYSTEM: Bearings shown on this survey are based on Texas State o Plane, Central Zone, NAD -83 datuminaccordance with Ci f Coll Station 1994 N I In GPS Control Monument No. 728. City o College n 1 \ i Northing: 10209558.975 r' v I City Pork \ , Limits of Bose Flat EasUng: 3567935.090 7,349 Acres 4 , determined by the City of _ _ - _ _ arjSr y, I ^^^III 77, Elevation: 265.71 (NGVD 1929) z ui \ College Station Oroina9e I i I I 3. According to the Flood I.urance Rale Maps for Brezos County, Toxo% and Inco ♦ Policy t Design Standards. I , Arooa, Map Number 4804100163 C, effective July 2, 7992, this property isn.1= ° 100 -year flood h....d area. Furthermore, all Iota o outside the limit. of the ♦ base flood as determined by the project dminoge report (June• 2006) in accordance ♦ Bose Flood Elevation Carter's Gssiny, Phase GYra ♦ I I with the City of College Station Droirege Policy 1 Design Standard,. %` ( I (Under C strpch'an) ♦ ♦ I I I , - 4. Minim Finish Floor elevations for gravity flow se r %.. vice have been established for um we \ City Pork i n m 8. 6 and Lo 8 th k 5. h I I 5. The building setback requirements are established by the Only of College Station Unified I ♦ ♦ ` -7.366 Acres I I' 1 Development Ordinance #2617. ♦ _ - - - - - - 6. All Common Areas shall be owned and maintained by the Homeowners' Association. CURIAE TABLE I 7. Unless otherwise indicated, an lot comem am marked with 1/2 Iran oda. _ CURVE DELTA RADIUS LENCfH TANGENT CHORD. BRC. CHORD I I O - 1/2' Iran Rod Found �y 1 C7 21'21'18• 41.50' 15.47' 7.82' S 31'26'31• W 15.38' O - 3/4' Iron Pipe Set u o 4a' W I C2 90'27'35• 41.50' 65.52' 47.83' S 8T2D'S7' W 58.92' \ I e) - Ca Nail I Chiseled 'x mark eel for Control Monuments at R.O.W. C3 24'04'34' 25.00' 70.57' 5.33' S 54'07'09• W .10.47' i t ' Cenl<riine Intersections. 4 Phos% One Carter's ``\ \ C4 23.04'49• 25.00' 10.07' 5.10' N 30.32'28• E 10.00' hI rp55rrR'3 Love CS 89.30'08• 25.00' 39.05' 24.78' N 0740'11• W 35.20' LINE TABLE 8. Abbrevlotions: R E fA�°r° G B,�k �r 11 C7 90'27'35• 25.-DO00' 39.47' 25.20' N 8T20'S7' E 35.50' UNE BEARING DISTANCE D.E. - FiishDrainage Easement F.F. -Finish Floor E `s• _ Lt N 4704'53• E 75.00' - H.OACA - Homeowner° Association Common Arlo E CB 8T46'22' 25.00' 38.30' 24.05' N 01'46'07• W 34.66' P.D.E - Public Drainage Easement til t2 S 4734'45' W 90.00' 9 o- o C9 3'02'40' 940.00' 49.99' 25.00' N 4T70'36' W 49.98' L3 N 46.55'23' W 50.01' Scale: 1' a 40' P.U.E - Public UWity Easement - C70 S'09'50' 1000.00' 159.94' 80.14' N 44.07'05' W 159.77' U.E. - Utility Easement o C11 81.39'20• 41.50' 59.14' 35.86' N 01'17'30' E 54.26' CERTIFICATE OF OWNERSHIP AND DEDICATION C12 90'27'35' 25.00' 39.47' 25.20' S 8T20'57' W 35.50' } e C13 89.32'25• 25.00' 39.07' 24.80' S 0739'03' E 35.21' p; J STATE OF TEXAS - 074 89'32'25• 25.00' 39.07' 24.80' S 0739'03' E 35.21' CERTIFICATE OF THE COUNTY CLERK FINAL PLA:T::= in COUNTY OF BRAZOS C15 98'20'40' 25.00' 42.91' 28.93' N 88.42'30' W 37.83' o rcO'+ C16 81'39'20' 25.00' 35.63' 21.60' N 01'17'30' E 32.69' I, Kenn McQueen, County Clerk, c and for Sold County, do hereby eertiry I, . owner and developer of the land shown that this plot together with its certificates o/ authanUcolion cam Filed for rata.# n this plot, and designated herein as rArrEyS CROSSING SUBOMSION. C17 9027'35' 25.00' 39.47' 25.20' N 8T20'57' E 35.50' n y off'i`ce the day of _� 20_, 1. lh. Official Records a2 PHASE 1W0 to the City O! College Station, T[YaS, d whose name ore of Broxos County, Tez.. in Volume Page _. 1 1 I subscribed hereto, he, dedicate to the s< of the public forever, all 7y--/ 7 -3:9 streets, alleys, parka, e.emenU, asci public places thereon shown for the Witness my hand and official Seat, at my office in Bryon, Texas. CARTER S CROSSING Ipurpose and consideration themin expressed. CERTIFICATE OF CITY ENGINEER 4= SUBDIVISION PHASE' TWO Z I, City Engineer of the City of College Slollon, Texas. County Clerk hereby cerlity that thin .ubdivialon plat conlomu to the requirements of the Brozos County, Toros o I Owner - Subdivoion Regulation. of the City of College Station. Y1 - ^ 60.00 - 9.936 Acres -( STATE OF TEXAS CitY Engineer CERTIFICATE OF SURVEYOR 1 L2 t couNrr of BRuos Gty or College Sloths MORGAN RECTOR LEAGUE, A-46 STATE of TEXAS m this d Personally appeared COUNTY OF BRAZOS 1 1 I °[tam me, the undersigned authority. vy D< y PP COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS OI I O 1 known to me to be the peman whose e is eubacad t to the foregoing .,p-. nU and acknowledged to me APPROVAL OF PLANNING AND ZONING COMMISSION I, Kevin R. McClure. Registered Professional rued Surveyor No. 5650, in the JUNE, 2006 1 �I in� I ' 1 that he emeut.d the some for the pury.. and can therein Stale or Teras, hereby certify That this pial is We and correct and was prepared Black 9 stated. I, Chairman or the Planning and Zoning Commission from an actual survey of the property and that property markers and monuments SC&E..� 1' - 40' 'obi -� I of the City of College Slotion, hereby earthy that the attached plot w. duty were placed under my supervision on the ground. 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Exxon Block Three PipeneEa;;53.883 Acres Raintree Section Tree es .! ement Z Vol 2549, Pg. 231I O+ I � I �I' -eI Block Four our - - - - - - - - - - - - - - - - - - - -� - --- -- -- - - -- - - - - -- -----------�----------- ----------- - ---------- -- ---------- - I -- E. -I e$ection 783 Southwest Parkway 781o 25U.RO 25 U.E. Point of Beginning vol 474, P9s• N 42V7'10" E-825.78' - -to aOsO ^- •- - -I I - - -I - -I I -W •'.� ��o� rw? Ca_ ico Ct.60.23' 67.46' 60.01' 141.45' Zo N 42'07'10" E60.00' 60.00' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 59.8Krenek Tap Road 1 34" E oN 42.03 O - - - - - - - - - -- - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Io N 40' Wide City of College Station to Utility Easement (511/287) oaHEBlo4iaoO Sumter Drive Z Z ;$ d I 3 3 3 3 3 3 3 3 3 3 mS IT to ! Q e O 0 p 0 0 + uai)to 0 0 0 C, 0 O O 0 O N !n O N O C14O O O QN . 7 7 /O N N N ' I ! I w North Forest PkwyN N 415710 E d Maplewood Ct. z -,^ Z Z Z z z z z Z z 2 130.40 Z ! s ring Z rn st .0 I , ( I p g Cre Ik rn co. Z p ! a I I Martell Chi/dren s Trust �. c6l.", N a a W 20.69 Acres °+ ZIN o ! I I Vol 591, Pg. 18°0 L=10.49co ' cO C4 �'� 50.76' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 42.52' t /• • G� N 42'07'10" E c� ! I I V / C/ %% / Cy Map N 46'07'13" E ! 123.23' j I I FIELD NOTES I /Qa%/7t/L'e �/TVe Beingall that certain tract or parcel of land 1 in and being situated in the MORGAN RECTOR LEAGUE, v 60' R.O.W. - 38' Pavement ! City Pork ! Abstract No. 46, College Statio, y, 9 . 9 g p Brazos Count Texas, and being a action of the called 50 acre tract of ! + land conveyed to Clement A. Fojtik and wife, Annie Mary Fojtik by Victoria Kopchinski by deed recorded in n 3 ! N 7.366 Acres .., ^ I Volume 246, Pages 25 and 657 of the Brazos County Deed Records (B.C.D.R.) and being more particularly N 42'0710" E N 42'0710" E ! I W described by metes and bounds as follows: �' ! • I I BEGINNING: at a 1/2 -inch iron rod marking the east corner of RAINTREE SECTION THREE SUBDIVISION as Os �; 85.00' O� G'` 41.74' 60.96' 60.00' 60.00' 60.00' 60.00' 47.55' c� / g �' S N 4928'27» recorded in Volume 419, Page 41 (B.C.D.R.), the south corner of RAINTREE SECTION FOUR SUBDIVISION as L=10.09' 120.17PE ' recorded in Volume 474, Pages 781 and 783 (B.C.D.R.) and the northwest corner of CARTER'S CROSSING L=17.27, 4 I I SUBDIVISION, PHASE ONE, from whence the north corner of the called 50 acre Fojtik tract bears N 42' 07 rn0 ! I I a I b J 10 E at a distance of 59.82 feet for reference; 4; ° - N r _-_ THENCE: into the interior_of the called 50 acre trrict and alongthe west line of said CARTER'S CROSSING + I m '' Ih tD ( 10 a^, 3 3 3 3 3 3 N 4 �°(� ! Q, I W c SUBDIVISION, PHASE ONE for the following eight (8) calls: 0 0 0 0 O O 0 0 0 0 m er v ! CO ! I. m aUi » 1A o m o :� o m o '� o :n o V F " h I �,� 1) S 39' 32 10 E for a distance of 525.48 feet to a 1/2 -inch iron rod set for corner, . ,N o 2 ,N o 3 ,N o 4 ,N o 5 ,N o 6 ,N o % •� e ! � � I �c'v j 2) S 63' 30' 43" W for a distance of 144.67 feet to a 1/2 -inch iron rod set for corner, N 42 34 45 E N N N N N N V I „ 0 i", ►� - i` - ^ - �` I` ;n N 50• 3) 15.47 feet in a clockwise direction along the arc of a curve having a central angle of 21' 21 18 120.00' ,N "� `k ►� 2�'S0" E 1 I ° a radius of 41.50 feet a tangent of 7.82 feet and a long chord bearing S 31' 26' 31" W at a Z Z Z Z Z z N e� aII �m 0) rn 2 120.00 ; V > distance of 15.38 feet to a 3/4 -inch iron pipe set for the Point of Tangency, Ix 4) S 42' 07' 10" W for a distance of 426.63 feet to a 3/4 -inch iron pipe set for the Point of o ! I I W Curvature of a curve to the right, 00 o BlO�s� 5 O oo Min. FF ! I 5) 65.52 feet along the arc of said curve having a central angle of 90' 27' 35", a radius of 41.50 co 3 p o =255.5 I feet, a tangent of 41.83 feet and a long chord bearing S 87' 20' 57" W at a distance of 58.92 v m ------------_-_---_--_ __-_--_-_----_--_---_ 3 �� c % feet to a 3/4 -inch iron pipe set for corner, .,� j ------ 5 o 6 S 42' 34' 45" W for a distance of 120.00 feet to a 1/2 -inch iron rod set for corner, �j 67.50' 60.96' 60.00' 60.00' 60.00' 60.00' 58.88' o I I W ' ) 15" E for distance of 7.71 1 - ! /* 7) S 4T 25 o a 32 feet to a 1/2 -inch Iron rod set for corner and a° ( N 42'34'45" E 3 20' P.U.E. 67.89' 70.00' 70.00' 70.00' 81.97 M 3 N SQ• ! 8) S 42' 34' 45" W for a distance of 90.00 feet to a 1/2 -inch iron rod set for corner, from whence i�k- - - - - - - - - - - T ----------------------- -- ---- rn o 2750 I / - - - - - - - - - " E a 0- 01.1,11 I I � the city of College Station monument No. 128 bears S 64' 15' 20" W at a distance of 2131.08 feet 0 120.00 in z Z w 120.00' ! a s I for reference; ta Z ( t` Q) W E ( d ►o o ! I THENCE: continuing within the interior of the called 50 acre tract for the following five (5) calls: 03 I ` O oo ( o Z Z o Min. FF ! I " 2 1) N 47' 25 15 W for a distance of 576.98 feet for corner; 0 3 3 3 3 3 m w =255.5 6 ! I . I 00 co 0 2) 10.51 feet in a counter -clockwise direction along the arc of a curve having a central angle of 24' !� O "� o !on o !on o :� o Oi °) I I 04 34", a radius of 25.00 feet, a tangent of 5.33 feet and a long chord bearing S 54' 07 09 W O at a distance of 10.43 feet to a 1/2 -inch iron rod set for corner; 1 N 42'34'45" E :� C4 72 :n N '' N 70 V) N `9 P cov 8 ! I Q) I 3) N 46' 55' 23" W for a distance of 50.01 feet to a 1/2 -inch iron rod set for corner; Min. FF Min. FF 'tea Min. FF Min. FF Min. FF Min. FF N 5027'50" E ! a. i a. I I 1 4) 10.07 feet in a counter -clockwise direction along the arc of a curve having o central angle of 23' 1 `n 120.00' =254.5 =254.5 =254.0 =254.0 =254.5 =254.5 120 0p L W 04' 49", a radius of 25.00 feet, a tangent of 5.10 feet and a Ion chord bearin N 30' 32' 28" E 1.. z z z z ! Ion I a at a distance of 10.00 feet for corner9 g g 1 I,,j Y I I 5) N 47' 25' 15" W for a distance of 123.00 feet to a 1/2 -inch iron rod set for corner, said iron rod 1 0 0 00 ! v i also being in the southeast line of the Northrop Grumman Corporation 53.883 acre tract described in o a: ' o o Min. FF 4i ! I _ Volume 2549, Page 231 (O.R.B.C.); 1( o co =255.0 7 I W ! o o „ 5 P.U.E. n ! o m I I THENCE: N 42' 04 53 E for a distance of 75.00 feet to a found 1/2 -inch iron rod marking the east j - - - 43.26'- - - - -- -67.89'' - - - - - - -70.00'' - -- - - 70.00'- - - - - - '70.00'- - - - - -42.76' - - - �� 0 corner of the said Northrop Grumman Corporation 53.883 acre tract, said iron rod also marking the south 1 G ! ' corner of the said RAINTREE SECTION THREE SUBDIVISION; N 42'0710" E N 50 27 " a " " 'S0 E a i a W I THENCE: N 42' 07 10 E for a distance of 825.78 feet to the POINT OF BEGINNING and containing 9.919 S 42.34 45 W 10.13 120.o0, I acres of land, more or less. 120.00' m . Forest Oak C%role h in' 50 R.O.W. - 27 Pavement row ! I I 1 `` `` O o '. 'h' I W GENERAL NOTES: O ` Min. 255.0 ! c 1. Owner: Applicant: �,' ` ? g ! I I Clement Fojtik Continental Homes of Texas a I I „� ! , a 1515 Emerald Plaza 12554 Rioto Vista Circle, Second Floor h 3 3 % S 42V7'10" W - 428.63' C1 I a I W College Station, TX 77845 Austin, TX 78727 � e � ' T ` 4 �♦ / ! OcD a ° (979) 694-7000 g (512) 345-4663 U1 ^ x° a ' 2. ORIGIN OF BEARING SYSTEM: Bearings shown on this surveyare based on Texas State in o s' G ! I ► I Plane, Central Zone, NAD -83 datum in accordance with City of College Station 1994 n N 1 City Pork ♦ / / M I w I a � �3 `� 7.366 ACre / ; N imits of Base Flood as p. ! Z Z ♦ determined by the Cit of _ to - - GPS Control Monument No. 128. Z ♦ College Station Drains a ` .. �>�sj, ! W q Northing: 10209558.975 ` .... Z Policy E Design to rds. N I I .. " .. _ I I Elevation: 265.793 (NGVD 1929) ,n •......., 3. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated .. V' Areas, Mop Number 48041 C0163 C, effective July 2. 1992, this property is not located g I ^ I W in a 100 -year flood hazard area. Furthermore, all lots are outside the limits of the Base Flood Elevation Carters Crossin , Phase One I flood determined se as by the City of College Station Drainage Policy E Design - :F. _- _ ` a' a Standards. (Under Construction) a % a► _ - - _.. _ -- - - _ _ - Cil Pork a 1 ,_ 4. -,fir!aju i Finish Floor e'evations for ran. flow -saver service have - been- __ ._ a g 7 e b -- j Block 6 and Lots 8 thru 13 Block 5. N 7.366 ACr S I I W ( Lots 5 thru 8. , I I 5. The building setback requirements are established by the City of College Station Unified � I Development Ordinance #2617. CIJR TABLE 6. All Common Areas shall be owned and maintained by the Homeowners' Association. CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD I 7. Unless otherwise indicated, all lot comers are marked with 1/2 iron rods. �h I I �� ♦ C1 21'21'18" 41.50' 15.47' 7.82' S 31'26'31" W 15.38' I I W c o �� ty \ ♦ C2 90'27'35" 41.50' 65.52' 41.83' S 87'20'57" W 58.92' Its I O - 1 /2� Iron Rod Found v ` ♦ C3 24'04'34" 25.00' 10.51' 5.33' S 54'07'09" W 10.43' I I O - 3/4 Iron Pipe Set m m t � , ; I 4 One Grond Ooks10 00' O - PK Nail or Chiseled "x" mark set for Control Monuments at R.O.W. E� O N NO Z° I c 3E O0 N 2 0 U V) 2 --_7 =; WI 1 Block 9 a- 01 r - al C; I 2 I 60.00' 2_ Phase \ Cr°SSick' 3 ; Cove Carters 6'0 ' �I a 3 0 2 1 CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, , owner and developer of the land shown on this plat, and designated herein as CARTER'S CROSSING SUBDIVISION. PHASE TWO to the City of College Station, Texas, and whose name are subscribed hereto, hereby dedicate to the use of the public forever, all streets, alleys, parks, easements, and public places thereon shown for the purpose and consideration therein expressed. 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 C4 23 04 49 25.00 10.07 5.10 N 30 32 28 E L1 C5 89'30'08" 25.00' 39.05' 24.78' N 02'40'11" W 35.20' C6 90'29'52" 25.00' 39.49' 25.22' S 87' 19'49" W . 35.51' C7 90'27'35" 25.00' 39.47' 25.20' N 87'20'57" E 35.50' C8 87'46'22" 25.00' 38.30' 24.05' N 01'46'01 " W 34.66' C9 3'02'48" 940.00' 49.99' 25.00' N 4T 10'36" W 49.98' C10 9'09'50" 1000.00' 159.94' 80.14' N 44'07'05" W 159.77' C11 91'39'20" 41.50' 59.14' 35.86' N 01'17'30" E 54.26' C12 90'27'35" 25.00' 39.47' 25.20' S 87'20'57" W 35.50' C13 89'32'25" 25.00' 39.07' 24.80' S 02'39'03" E 35.21' C14 89'32'25" 25.00' 39.07' 24.80' S 02'39'03" E 35.21' C15 98'20'40" 25.00' 42.91' 28.93' N 88'42'30" W 37.83' C16 81'39'20" 25.00' 35.63' 21.60' N 01'17'30" E 32.69' C17 90'27'35" 25.00' 39.47' 25.20' N 87'20'57" E 35.50' CERTIFICATE OF CITY ENGINEER I, , 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 APPROVAL 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 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 SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Kevin R. McClure, R.P.L.S. No. 5650 VAP CARTER'S CROSSING SUBDIVISION, PHASE TWO 9.979 Acres MORGAN RECTOR LEAGUE, A-46 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2006 SCALE- 1' = 40' Surveyor: McClure & Browne Engineering/Surveying, Inc. 1008 Woodcreek Dr., Suite 103 ( College Station, Texas 77845 1�m 979 693-3838 rp 10000072-006-FP.dwg ID LINE TABLE Centerline Intersections. LINE BEARING DISTANCE 8. Abbreviations: L1 N 42'04'53" E 75.00' Scale: 1" = 40 ' D.E. - Drainage Easement F.F. -Finish Floor L2 S 42'34'45" W 90.00' H.O.A.C.A. - Homeowner's Association Common Area L3 N 46'55'23" W 50.01' P.D.E. - Public Drainage Easement P.U.E. - Public Utility Easement U.E. - Utility Easement CERTIFICATE OF CITY ENGINEER I, , 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 APPROVAL 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 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 SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Kevin R. McClure, R.P.L.S. No. 5650 VAP CARTER'S CROSSING SUBDIVISION, PHASE TWO 9.979 Acres MORGAN RECTOR LEAGUE, A-46 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS JUNE, 2006 SCALE- 1' = 40' Surveyor: McClure & Browne Engineering/Surveying, Inc. 1008 Woodcreek Dr., Suite 103 ( College Station, Texas 77845 1�m 979 693-3838 rp 10000072-006-FP.dwg ID ' �► �. I i 3 4 i 5 I 6 I 7 I 8 i Gulf States , ' Northrop Grumman Corp. I 1 2 I I I I ' I I Exxon �ies .f W I I B/ock Three I �y 1 Pipeline 53.883 Acres I Raintree Section Three oCS I I ment 2 Vol 2549, Pg. 231 --- -- Vol. -419 , -P9. 41 - I4 - - -- -I- -- -�I--B/ock Four PoinIa t of fBeI ginning1 8 1 Four - -- - r --- - Sec 78 3---------------- - - - - -'_- - _ -- -t- - I Ui I Rain tre 25' U.E.5 U.E.u.E: Vol. 474'Pgs N 42V710" E-825.78' -� -I- -- -- -- ib 60.00' 60.00' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 67.46' 3 60.01' 3 141.45' ' �, • N 42'0710" E I . N r' W N 42'03'34" E p O d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -O N %]�'• �J 40' Wide City of College Station I I O 0 rn �r Block / � 'a� oo `� Utility Easement (511 /287) a a I I `. ' a w o Z C Z w C4 ciC4 C; 0r` 0 V t op O 0O O O n O to o O O O into C4 C5 N6 Q NOO /O j � l N ip n to N ip a,Q�►O.� iNOn N 41'5710" E I ' to I I W I I w Z ..�^ z Z Z z z z Z Z z w2 130.79' I I I Z .N rn N z a I Martell hi/dren 19 Frust 00 CL a w i 2Q. 69 Acres ', J ai 'n 2 iv I ! Vol591, Pg. 18 Z W °° L=10.49 I� I W C4 �'� 50.76' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 60.23' 42.52' o I I W I Gy N 42'07'10" E v N 46'0713" Vicinity Map E I . 123.97 IFIELD NOTES ° I I w I m Ramtree Orrve 4Being all that certain tract or parcel of land lying and being situated in the MORGAN RECTOR LEAGUE, m m � � � 4 a v 60' R.O.W. N 38' Pavement N i Abstract No. 46, College Station, Brazos County, Texas, and being a portion of the called 50 acre tract of 1 City Pork land conveyed to Clement A. Fojtik and wife, Annie Mary Fojtik by Victoria Kopchinski by deed recorded in 3 7.349 Acres ' Volume 246, Pages 25 and 657 of the Brazos County Deed Records (B.C.D.R.) and being more particularly described by metes and bounds as follows: 0 N 42'07'10" E N 42'07'10" E I I BEGINNING: at a 1/2 -inch iron rod marking the east corner of RAINTREE SECTION THREE SUBDIVISION as 6, 85.00' C�? G'` '27" 41.74' 60.96' 60.00' 60.00' 60.00' 60.00' 47.55' CSS N 4928recorded in Volume 419, Page 41 (B.C.D.R.), the south corner of RAINTREE SECTION FOUR SUBDIVISION as E I I I I recorded in Volume 474, Pages 781 and 783 (B.C.D.R.) and the northwest corner of CARTER'S CROSSING L=10.09' 121 a I W SUBDIVISION, PHASE ONE, from whence the north corner of the called 50 acre Fojtik tract bears N 42' 07' o. L-17 27' 27 a I a 10" E at a distance of 59.82 feet for reference; N N I 4 ( ' ' I ! -' THENCE: into the interior of the called 50 acre tract and along the west line of said CARTER'S CROSSING �+ o, I W N o I SUBDIVISION, PHASE ONE for the following eight (8) calls: IIS . a, 3 3 3 3 3 3 ,.. N 4- t7 d` N _ �`' � % '� I o' 1) S 39' 50' 35" E for a distance of 526.15 feet to a 1/2 -inch iron rod set for corner, d taJ O O O O O O O V N m 0 0 0 0 0 o n .` co N I I o l 2) S 63' 30' 43" W for a distance of 147.57 feet to a 1/2 -inch iron rod set for corner, " ,a 1 �0 2 0 3 �0 4 ;�a 5 �0 6 �0 7 �( „ N 42'34 45 E N N N N N N ;n I V h v I 3) 15.47 feet in a clockwise direction along the arc of a curve having a central angle of 21' 21 18", N ,� N 50-27',50- �I I F w o c o radius of 41.50 feet, a tangent of 7.82 feet and a long chord bearing S 31' 26' 31" W at a 120.00 z z z z z z ci E rn O N 121 a w Q I I �', distance of 15.38 feet to a 3/4 -inch iron pipe set for the Point of Tangency, 2 43 v o 4) S 42' 07 10 W for a distance of 426.63 feet to a 3/4 -inch iron pipe set for the Point of W ( c I W Curvature of a curve to the right, $ + •Q W 5) 65.52 feet along the arc of said curve having a central angle of 90' 27' 35', a radius of 41.50 a o o % O Min. FF O 0 3 Bl (, (� �' S 1\ o - a o feet, a tangent of 41.83 feet and a long chord bearing S 8T 20' 57" W at a distance of 58.92 � m o Ln 3 - - - - - - - - - - - �� 3 o o -255.5 5 0 I feet to a, 3/4 --inch iron pipe set for corner, -------------- ----- ' ,�1 ,� o 'o I 6) S 42' 34� 45" W for a distance of 120.00 feet to a 1/2 -inch iron rod set for corner, - - - - - - - - - - - - - - - - - to Q - _ 67.50 60.96 60.00 60.00 60.00 60.00 58.88 0 _ 15, P U I W m W 7) S 4r 25' 15" E for a distance of 327.71 feet to a 1/2 -inch iron rod set for corner and 1-____-- N 42'34'45" E 3 N 3 E. 0 8 S 42' 34 45 W for a distance of 90.00 feet to a 1/2 -inch iron rod set for corner, from whence ;v 20' P.U.E. 67.89' 70.00' - - - 70_00' _ - - _ - - 70.00' - - - 81.97 - _ ) k . LO d - - - - .- - - - - - - - - - - - - - - - - - - - - - - � N 502750" ' u'j � a° the city of College Station monument No. 128 bears S 64' 15' 20" W at a distance of 2131.08 feet 120.00' - - - - - z r - - - - M E - I 4 4 I for reference; M 121. Q a p 2 �I 15' P.U.E. z rn 75'- C', a W W THENCE: continuing within the interior of the called 50 acre tract for the following five (5) calls: 3 ( 10 O o o Z �'' Z I! 1 N 4T 25' 15" W for a distance of 576.98 feet for corner; w o Mm. FF ) �� C5 2 o 3 3 3 3 3 0: ao tO =255.5 6' ►� I 2) 10.51 feet in a counter -clockwise direction along the arc of a curve having a central angle of 24' Q °�° z ;n oo W w 04' 34", a radius of 25.00 feet, a tangent of 5.33 feet and a long chord bearing S 54' 07' 09" W 1 I Oi O) o N O N o N o N o O rn o at a distance of 10.43 feet to a 1/2 -inch iron rod set for corner; 1 I " 1.3 ,0 0 12 ,n o 1 1 ,n c 10 ,0 0 9 ,n o 8 I � `O � �, � 3) N 46' 55' 23" W for a distance of 50.01 feet to a 1/2 -inch iron rod set for corner; N 42'34 45 E r C � i. i� � I N 50' " CL c 4) 10.07 feet in a counter -clockwise direction along the arc of a curve having a central angle of 23' Min. FF d Min. FF d Min. FF Min. FF Min. FF � Min. FF 27 5p E5 . 254 = 120.00 a I 04' 49", a radius of 25.00 feet a tangent of 5.10 feet and a long chord bearing N 30' 32' 2$" E 1 ' =254.5 =254.5 =254.0 =254.0 =254.5 Z z z z z 122., o a 07 s W 1 at a distance of 10.00 feet for comer; 1 ( a 5) N 47' 25' 15" W for a distance of 123.00 feet to a 1/2 -inch iron rod set for corner, said iron rod 1 4i31: I also being in the southeast line of the Northrop Grumman Corporation 53.883 acre tract described in 1 b b o ° I Page 231 (O.R.B.C.); n. o 1 I Volume 2549, 1 o a oo' Min. FF Ld ' Y W w CO( o `O I 5' P.U.E. =255.0 7 o ! o I THENCE: N 42' 04' S3" E for a distance of 75.00 feet to a found 1/2 -inch iron rod marking the east 1 / g n o m comer of the said Northrop Grumman Corporation 53.883 acre tract, said iron rod also marking the south 1 < �j - - - 43.26'- - - - - -67.89'- - - - - - -70.00" 70.00' - - - - - '70.00'- - - - - -42.76' - - - C11\ 6 0 ' I corner of the said RAINTREE SECTION THREE SUBDIVISION; O N O .- T Z N I c 3E oc N 2 to0 S 423445" W • l 120, 00' m City Pork ♦ / 7 349 Acres Forest Oak Circle 50' R.O.W. - 27' Pavement Limits of Base Floohe'�es f _ \ .. 4W 40 - - - _- Base -Flood- _. •^`_ 4 one / „ - - -0 60.00' 12 ME 3 N CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 1. owner and developer of the land shown on this plat, and designated . herein as CARTER'S CROSSING SUBDIVISION. PHASE TWO to the City of College Station, Texas, and whose name are subscribed hereto, hereby dedicate to the use of the public forever, all streets, alleys, parks, easements, and public places thereon shown for the purpose and consideration therein expressed. 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 N 4L -V/ 1V t S 42V7'10" W'- 426.63Ct Iw I \% a cter's-_Crossing, Phase _One ` (under Construction -- I ` N � �% CURW TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD C1 21'21'18" 41.50' 15.47' 7.82' S 31'26'31" W 15.38' C2 90'27'35" 41.50' 65.52' 41.83' S 87'20'57" W 58.92' C3 2404'34" 25.00' 10.51' 5.33' S 54'07'09" W 10.43' C4 23'04'49" 25.00' 10.07' 5.10' N 30'32'28" E 10.00' �I C5 89'30'08" 25.00' 39.05' 3 N 02'40'11" W 35.20' LINE TABLE C6 90'29'52" 25.00' 39.49' 25.22' S 87'19'49" W h LINE BEARING DISTANCE C7 90'27'35" 25.00' 39.47' 25.20' N 87'20'57" E 35.50' L1 N 42'04'53" E 75.00' C8 17'46'22" 25.00' 38.30' 24.05' Z O N O .- T Z N I c 3E oc N 2 to0 S 423445" W • l 120, 00' m City Pork ♦ / 7 349 Acres Forest Oak Circle 50' R.O.W. - 27' Pavement Limits of Base Floohe'�es f _ \ .. 4W 40 - - - _- Base -Flood- _. •^`_ 4 one / „ - - -0 60.00' 12 ME 3 N CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 1. owner and developer of the land shown on this plat, and designated . herein as CARTER'S CROSSING SUBDIVISION. PHASE TWO to the City of College Station, Texas, and whose name are subscribed hereto, hereby dedicate to the use of the public forever, all streets, alleys, parks, easements, and public places thereon shown for the purpose and consideration therein expressed. 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 N 4L -V/ 1V t S 42V7'10" W'- 426.63Ct Iw I \% a cter's-_Crossing, Phase _One ` (under Construction -- I ` N � �% CURW TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD C1 21'21'18" 41.50' 15.47' 7.82' S 31'26'31" W 15.38' C2 90'27'35" 41.50' 65.52' 41.83' S 87'20'57" W 58.92' C3 2404'34" 25.00' 10.51' 5.33' S 54'07'09" W 10.43' C4 23'04'49" 25.00' 10.07' 5.10' N 30'32'28" E 10.00' C5 89'30'08" 25.00' 39.05' 24.78' N 02'40'11" W 35.20' LINE TABLE C6 90'29'52" 25.00' 39.49' 25.22' S 87'19'49" W 35.51' LINE BEARING DISTANCE C7 90'27'35" 25.00' 39.47' 25.20' N 87'20'57" E 35.50' L1 N 42'04'53" E 75.00' C8 17'46'22" 25.00' 38.30' 24.05' N 01'46'01" W 34.66' L2 S 42'34'45" W 90.00' C9 3'02'48" 940.00' 49.99' 25.00' N 47'10'36" W 49.98' L3 N 46'55'23" W 50.01' C10 9'09'50" 1000.00' 159.94' 80.14' N 44'07'05" W 159.77' C11 81'39'20" 41.50' 59.14' 35.86' N 01'17'30" E 54.26' C12 90'27'35" 25.00' 39.47' 25.20' S 87'20'57" W 35.50' C13 89'32'25" 25.00' 39.07' 24.80' S 02'39'03" E 35.21' C14 89'32'25" 25.00' 39.07' 24.80' S 02'39'03" E 35.21' C15 98'20'40" 25.00' 42.91' 28.93' N 88'42'30" W 37.83' C16 81'39'20" 25.00' 35.63' 21.60' N 01'17'30" E 32.69' C17 90'27'35" 25.00' 39.47' 25.20' N 87'20'57" E 35.50' CERTIFICATE OF CITY ENGINEER I, 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 APPROVAL 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 N 50 2750" E " a I W w I THENCE: N 42' 07' 10" E for a distance of 825.78 feet to the POINT OF BEGINNING and containing 9.936 10j I I acres of land, more or less. 3 3 122.9' I ^. m N I GENERAL NOTES: w v o W 1, Owner: Applicant Min. FF I n, I Clement Fojtik Continental Homes of Texas =255.08 •c = `' 1515 Emerald Plaza 12554 Rioto Vista Circle, Second Floor ' - I (3-, I College Station, TX 77845 Austin, TX 78727 m y W (979) 694-7000 (512) 345-4663 I a I w 2. ORIGIN OF BEARING SYSTEM: Bearings shown on this survey are based on Texas State CL x a I I 3 c° Plane, Central Zone, NAD -83 datum in accordance with City of College Station 1994 a.tCL o GPS Control Monument No. 128. Northing: 10209558.975 Easting: 3567935.090 4i ' I W _ _ Elevation: 265.71 (NGVD 1929) I3. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated I I I Areas, Map Number 48041 C0163 C, effective July 2, 1992, this property is not located in a 100 -year flood hazard area. Furthermore, all lots are outside the limits of the w W base flood as determined by the project drainage report (June, 2006) in accordance w;th _ the City _ of College _Station Drainage_ Policy £ -wee Standards._ L I 4. Minimum Finish Floor elevations -for gravity flow -6-6er service hove been established for City Park I I a a a I I I Lots 5 thru 8, Block 6 and Lots 8 thru 13, Block 5. W I 5. The building setback requirements are established by the City of College Station Unified 7.366 Acres I W I Development Ordinance #2617. 6. All Common Areas shall be owned and maintained by the Homeowners' Association. I7. Unless otherwise indicated, all lot corners are marked with 1/2" iron rods. II W W O- 1/2" Iron Rod Found I 0 - 3/4" Iron Pipe Set - PK Nail or Chiseled "x" mark set for Control Monuments at R.O.W.. I Centerline Intersections. W 8. Abbreviations: D.E. - Drainage Easement F.F. -Finish Floor H.O.A.C.A. - Homeowner's Association Common Area P.D.E. - Public Drainage Easement Scale: 1" = 40' P.U.E. - Public Utility Easement U.E. - Utility Easement CERTIFICATE OF THE COUNTY CLERK 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 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 SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650,: in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Kevin R. McClure, R.P.L.S. No. 5650 FINAL PLAT CARTER'S CROSSING SUBDIVISION, PHASE TWO 9.936 Acres MORGAN RECTOR LEAGUE, A-46 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS ✓UNE, 2006 scntE:- r- _ ao. Surveyor McClure & Browne Engineering/Surveying, Inc. 1008 Woodcreek Dr., Suite 103 ( College Station, Texas 77845 979 693-3838 10000072-006-FP.dwg �Z