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HomeMy WebLinkAboutDrawings___. f.. 1 . . . - . .. . . , . I at ft . . . . I . I . . I . . . . � . 1. . . I . I I . .. I . .- � � . .. . I . I 64.28 � I � I . . I . . . . at . . . 1. � Aces \ . . . I � � 1. . . I . . . . .. . � 11 at Colle e .Station I Co/%d 217.5 Acres i ' a .. .. . , ♦' , Independent School District i \ \ . Now or Former/y / Mas .0 . . . ' . 312 ♦ ♦ , ` V.3604, P.243 \ Gary Seaback . . * . V.2597, P. 186 " .ginning ' / . I I \ . I . . \ / . . . % . 5 48'07'480 E -• 1587.71 ' \ 0.273 Acre City Park 27.63'. : . 389.86' .. . a. 545.63 ** 264.65' . 127.84' 4 . V8805, A285 t^ ," :. .. .. . . .. 20' P.U.E. ', . 259.73. . • Vittorio Avenue 1, r - NK ..J._I -0 • .. � .. � .. _ _ Hanna Court : - - - •-r '- -•- = - _ C3 , 311. 0.527 Acne ----� ---------------- (�h a0 / 51_87 _ 53.99' 2 '` ♦ . City P. r .. 50' /F. 0. N 2T Pt�mt. ' % • Renee Lane FiRR05/2W P.U.E. - _ 53.92' ♦ . ► `� B -4.7 -z % .. 29'3 C19 N 48'07'48" W 0 \ .A I / '� i scale 1. to t6 t I w +[3 - ` ♦ f W �i0. 310 C 18 . e. til 6It W.54' 5`3.95, ♦ � AO GN1 8; N °� rn N cv r �' N 21.62 g I N cs. 7 1" ai 6 r\ ! co tu . -, \, 8.12, V 20.71' \ 1 1 ,N - "' N o v 5 -"� : ,r S8. ?), i� 2 \ 30 1 N cV W ro a. O' �p /� � b > > 1 � T Z r, (5 N 10 1 \ Z z � N 4 N rn � C!E. \ S h`O - � wA o%W . 910°KPha585� i 314.6 �� Z Ili N , N O \507. G fir. 1 0. 2 314.4 =n ,h ^) • 4/ . \ I-, T rn, t prn PF.A- t 314.2 2 ,� h' rO w Son 88p5, o ^N 2 0, N If ♦ . � V 5' . V -__A__43.30' 42.75' 42.7 ' 314.1 2 ti O; 313.5 k ) .. .' 5 313.9 �+ 4, k C7 42. � . . ;moi' t `" �� Z_*+ %75' ^ 1 h� , t p�3 Q 2.73' o V__ - - tone a0 C24 42.75, 313.7 ? O� .V4 G ,') f \S� ♦ ♦ ''00 ♦t,, ids - ry O \OQ• ♦ •F 34.44' \_ LINE 40.90' DISTANCE L1 45.00' 45.00' L2 45.00' 50.00' L3 45.00' 68.16' L4 45.00' 77.87' 21.7 N 17' 17'51 " W 4.10' . L6 N 28'46'30" E 52.68' . N 42'31'59" E 144.58' L8 N 39'31'24" E 50.00' L9 N 86'30'38" W 32.55' L10 N 6'50'43" E 35.59' L11 308.5. 38.11' L12 308.1 307.6 L13 306.8 12.39' L14 306.4 13.56' L15 305.7 86.91.' L16 S 26'36'46" W w L17 N 3'07'48" W w L18 w w 10' 16'16" 200.00' w 10) N 28 46' 30" E for a distance of 52.68 feet to a found 3/4 -inch iron pipe for w .- 4. Land .Use: 78 Residential Lots, 1 Commercial Lot (Zoned C-3) . Common i.i 10 A N _ N 82'45'37" W O A- N -7 feet in .a clockwise direction along the arc of a curve having a central A N p0 N 00 4 A N ;-- Homeowners' Association. Landscape Easements shall be maintained 00 A. N �- C11 O 4 N chord O R N ;._ coos,Nn » 6: Unless otherwise indicated, all lot corners are marked with 1/2 iron rods. 2 oMiNn 26.18' IT ro`.Nn 0`.`N' 26.16' 5 M,Nn '25.00' 6 M`Nn radius of 475.00 feet, a tangent of _26.58 feet and a Ion chord bear n, " __ g . - `_ 7 0iNn M 1 2 Bron rod found / T t I N 5'13'34" W t: the Point r- t ! 39.27' 0 - Indicates 3/4" Iron pipe set 1 31' 59" E for a distance of 144.58 feet to a found 3/4 -inch iron pipe for C16 }- O - Indicates Concrete Monumenet w/ Brass Disk Found ,- .4-- P.U.E; Z 0 - PK nail control monuments set in pavement. 14) 38.031 Z 33.20' Z Z radius of 25.00 feet, a tangent of 23.79 feet and a long chord bearing N 86' 06' Z 7. Abbreviations: Z at a, distance of 34.47 feet to a found 3/4 -inch iron pipe for corner, Z H.O.A.C.A. - Homeowners' Association Common Area .. 31' 24" E for a distance of 50.00 feet for corner, Ls. E: -Landscape Easement P.A.E. -Public Access. Easement 'o0 feet in a counter -clockwise direction along the arc of a curve having a 7 . P.U.E. -Public Utility Easement central along angle of 1' 46' 56", a radius of 475.00 feet, a tangent of 7.39 feet and bearing N 51' P.D.E. _ Public Drainage Easement 5' _ 25.00' - .. 45.00' . - 45.00 _ 45.00' - 45.00' marking the north corner of said SONOMA, PHASE 2, said . iron rod also being in 45.00' . - 45.00' line of the said 41.16 acre tract and the southwest line of the 2, 20 © 302 r ,LJl 0Cll / 7 r a+ i `� o a m �0 a'` g ► i / a 3 F, �o c+ �. �'• �\ 15' p \ P , M / �' � p �1 S1 to � , v C.rS `\ o �� Co .N Lot 1 � / �' 0.781.8 Ac. ., 305.3 ! w B� I . I I_::� o• \ \a I W 305.5 / / / 5 .� Qw a\ o � io iV I N`ro O \� / / Q F`°� si 8 r- I �'G \ �*, I / 1D.. to 1 Lo / / / ��tiyE 6 P.U:E. + ♦ \ i . I / Z I \ t z / ;, e 4 0 " 66.0 / W' / place. r ?. Ns - -, U& . 4. .��, o \ io, 306 , N 48 07 48 W 1 o' P.U.E. N� 5B i 4' 21' / / /��q, G6 ° 32.39' 30 sly 0� p• ^`b o SO OF ♦ . . 4.506 Acre / - - 60.06' C25 26, �; �• _ ��' \ \O, , ♦ ♦ I City Pork / _ 64.89' 00 t" \ ♦ ♦ ♦ Approx. Limits of Base Flood as /ro �' . - ` 15' P.U.E. 023 12 0, A ♦ ♦ I Determined in Accordance with the / N * w . N., W 11 estmtnetef jam- w Ls.E.&P.AE w 4�9 .�ti oo �\>�00' ♦ ♦ ♦ I City of College Station Drainage ^� / 1 • •CID ` `3 O' c" �! \ N 441 ♦ 305. ♦ ♦ I I Ordinance (See General Note 2) Z / / / If / / 1 0> e 4� : 310 ^ '�� . 11 ,00 0 \z50 ,1� 1 ♦ ♦ ,� ♦ 3 / r r ;,� ? { f;=0i i _ 1\ . . . 27. 26 r: N 'v , .. \ '8S' 0 o .. \ �S� , ♦ " ♦ . 4# �. I,y 2Q' /s �f _n ,:i ° 26 N g 0 25 " °' \ . . 0 a oo t �. .. ! 1 / �.0 / i r; 171 v: i:;�€}r'f i i _ . I I - - " °� :'� ' � 44 r0 30 ^`�' ,�N \�5 lY• ♦ A* 1Z �q 5� o, / / �11 Scale: 1 °' 60 �/%Q► . t .. m e o, 3,3• AS 00' 309.4 1� o \00' ♦ 303 ly 7 �' J `�� Il , _ r. , /- t ^ z Z 24 40 \ o• S ,o, o �� ♦ 4g'25" a' �+ Q'�� / % - 1_ ,_, 1/icii�ity O C� ?• �, o ♦ 304 ♦ .e 'F 0 f 0'i-- - - - - v 20.26' `' w o N ♦ ♦ 5/ W Q • ti0 / ♦ ri Q 1s19 . . . . l; `�% t A 00' ^ ^ry 9 .00, ,. J --X00. ♦ .. ' Oi �. 87.12' 1 h "I , . / / a ,. . #, . .' . N 48'19'38" W 12.24' ro �, 23. ,^°' , .: / \ 800 3os ? ��`V oo Q. 4i \ ♦ . / , 9. / 6 / 0 pi f._ i 58.00' _ -46.42' _ ,In c,4' : � \ � , N o' �. t . y� '�O ♦ 4� �0� __. �' lir I i , . \ ' � �'" . t \� 500, ^ wry' ,00' , \8.\00.. .4 ., 305.3 > 1 / . 55.01 _ -. 54.42 ^ o, S 30 . ? 8 0 6 �. / -- i i•` -. ,_. // --' A\ 22 0 85 N \ �, 1 / / Y :3 . S\ tx/ 1 - - S . - _- - _- _ r .. O N .r 0 ♦ ._ - --- - \4s 7 \ 7 O "� / I _ _ ) .O w 1 S ^ N of \5 / . '. ► . \ , ._ y _ _ J 7 o _,> _ t O A '/� �. / 0 rn 15.26 , . _ S \ „� ^7 _ . _ 7 \0 \ 3 \ Q ^ ^N _ � \S i 5�,, 0 308.1 ? tv .O - h s f „ w. I pc Ht10i�r)r - .:-: // ,,,; I w \ 86 � 21 ,^� \00, S7;, �� a o w \ tk� j �' 45 / y � _. • _ _ 6 � q, lf. / y �. 0 5 '3700 FIELD NOTES I ° ; w \ h �' O°' o w lY AS 1N .rya. / A11 6 `p •G J N 61' / i 24 to co . \ 3 . .%:T I ry� \AS /Lo 0 30.7.6 �. o 78 •6 t'' F / ♦ / ri - •-[ , � _ v , Y r . co . M rn �i •O0, ^ 20 ,� . \00. /Q. �ry ^ •67, _P s. p i tir. * / / p;, Being oli Nat certain tract or parcel of land, lying and being situated in the Robert . II 1 N , � 2 0 0 4j \ ' \ o S, 0p 2 � 1 Steve son urvey, Abstract No. 54, College Station, Brazos County, Texas, and being part N N ,n cv 3 t •o �' t �" '), �Ko R50 , 307.3 ^ry �`�' S q `r�'' * / / ;' r Y "' s, =L of the 141. 6 acre tract conveyed to BCS Development Company b Wayne A Dunlop, et - - - - - �--t � ' \sr A o \�S a o O o �. o o s : / Y p 3 S al b deed recorded in Volume 6231, Pae 66, of the Official Records of Brazos County, 1 v *- ,^� �0 So\ ^ ,�<V 19 ,"°' \O0, A Sg ? o d as . d i Y g Z N IT < O' \ -� o w \ .��, �p . 6' ,o`V ti moo,• `'3 J ,^ o'' ♦ / S 1 ti E E <�f,` €1 =. _:; =till nY F c Texas (O.R B.C.) and being more particularly described by metes and bounds as follows: I. Z ; � \ O O lv - ;_LP ? ry - - V .1_.=T I 1-H .,+ri-U-:2 ^� N lv \Sr3 A\ ^`0 r\,^,. \ �'�7 9? ^ ,�"� W 306.4 ,/ / }anfiSS r_�'p£ ti r*sJ TiiS iC!:�l t'1i P T r 23 I `O 4 t \0 SO\, 18 ;� �3 �` 3os.s II 20 / / i i P. tin s' .jre t 6s o= BEGINNING: at a found 1/2 -inch iron rod marking the southeast corner of the said • .' I C ,�-, O 0 \ 2 0, Qi �Q' o � 3 - ,�0 ,�'� / _ `t- ._..'_ rp _' }�' Sr ?ii;eq=� �1 1 m bg tt 41.16 acre tract, the. southwest comer of the called 217.5 acre 1.\ ,O o �v 9 and wal s },� �,_, a e Gary Seaback tract I 26.44 � 'o' N \ . A r� . �. 5 0, ti r a1_e=_`= ro•- in ri•� ,. 1, . n ° 43• • `� � A\ "� "� t + b `L - e wMe 0.n ?page described Ili Volume 2597 Page 186 (O.R.B.C.) and said iron rod also being in the north - - - - - 1Q ^� . Jr - t ' \880. 501)•1 ^ ,�� 1T ^o' \ 0 Off, ¢ ,�O S , 19 7f _ 1 ? ' €,_:i 7 'Li ] j., [ = r; 3 , I. ri Ilt-of-wa line of State Highway g 3 ^ . � 0 \ �3) �r ,- � 3os.s q ro 00 ,o. r / �. / 9 Y 9 Y No. 40• . . . � A . C3> >2 S ,ham / S \ \ �S oo, 4� \. �,� g �. 6'• / J. -- . , g. Og. _ . '`�' ,� . \ 7'' A2• 306.8 tx ? t ('o t \S S ^ t \ o Z y > 19 O i:tl$_ j TH[=NCE: ai ng the northerly line of said State Highway No. 40 for the followingfive 5 22 . , 3 ^3 • 6 ib 3 0\ A S %1.I calls: . 'S -t:o=:,off _ 1 S 85' 21' 18" W for a distance of 145.15 feet to a found concrete monument . J• ,��. .. t \ A\ � �� `6o •,o �,�•?,. J(i G9 ti ?'as, / h c-' . i t,- fij2 = ) ° �. A`i0 Q' ^"� 7 , , . \S 500 •.`t� \�S s G .00 6 G� fPt' 1i ti 18 `'� / with a brass disc for comer, O / 11 10 o �8 \ 15 \� �j F 1°� Pq>\'1'. / sl_ _r,.3..=;, 2) S 88' 07 05" W fora distance of 517.45 feet to a found concrete monument \ t C ' �/ h ? ."� N 1' >, O k ' d� 1 131P, , �/ 1 ' - - with a brass disc for comer, 21 t I ? `S0' Q Al1 A3 ^r° ,.1'V 8 w \ \ 7. .%, \ , 16 \ 0 r, 2 O 9� � , / ( k I " ' 1 ,p /yam - 7 00, ti, t . ��, g`Z < " e( 'b hb,' �' 6 3) N 8 * 53 03 W for a distance of 240.64 feet to a found concrete monument 3 2 . JS , �� \�% �, 'I rL;l >r, Ij� 0 �' 2 17 `'° / k�. with a brass disc for corner, °Cit ag8. 7 ��' �gS(' o . �y \ C13 5 , Q �; �O F / �. 1t0'�Is�:l�BLE iED 1C, E"' -• ,„ ., t .: 91 Ph 50 IY Al '` .^�`O ? 0 50 ��5 .? o . / �� i. ri -- _• '-s.1i-.1 t _LFII.' 4) N 79` 00 36" W for a distance of 478.52 feet to a found concrete monument a. 28 t \ S . 9 ' 0 s. 14 ,, \ �- �• h I ', -_ ,_, !"'-' with a brass disc for corner and Son° 905, P. . t t . . !�. 3 �`� ,00 , b�, ? / D, s;t-- _ 44' 20" 8 � .F 00 17'90 00 16 - `�` / �� GENERAL, NOTES 5) N 6811 W fora distance of 233.26 feet to o found 1/2 -inch iron rod V• 1 0.304 Acre A • \1 5 .4 tk n tx�' > ' / , mark'n the south comer of SONOMA PHASE 2 Subdivision as recorded in Volume 20 O. y \ 1 `L N F 9 H.O.A. C.A. O , g°� �,� N o• / �'� 1. ORIGIN OF BEARING SYSTEM: is based on the Texas State 7 . `' tk \ > 5 V ©. + s 0 h• V- Coordinate System, Central Zone (NAD83) as determined from the N 85 02, Page 285 t;O.R.B.C.); 4G THE CE Ion the southeast line of said SONOMA, PHASE 2 Subdivision for the following ------ S> ,574 � 1O \O \ cS`�• 13 '��.__ Ear �•J• > >r, 15 ?�� / position of found TxDOT Concrete Monuments with brass disks along g' - . • g g seventeen f 17 calls: I ; d ?,- U ' 81 /y - - , N Tv - r, r F, .. / , the northeast line of State Highway No. 40 and the southwest line ) • » 1) N 21 15 40 E . for a distance of 100.02 feet to a found 3/4 -inch iron pipe for � .9� \ - `s' 9,y0 ,� \Xi , s " � 00 0, y - a'. j / I �� of the 41.16 acre tract recorded in Volume 6231, Page 66 the Point of Curvature of a curve to the ri ht, 19 I 8 S' �'I . yD=• x F 900 ' . icy' \ o > � 14 `'Fri 9' �ry . kL; ,i ='8 (O.R.B.C.). 9 . . I �', v'o, \ �?0 5 ��'; 900 ; \'G s �' i '''-'"_ _C n iic ,=-,r: ; oit 2. According to the Flood Insurance Rate Mas .for Brazos Count 2) 39.27 feet along the arc of said curve having a central angle of 90' 00' 00", a I i \ 0 S 0� 11 r o\ Q <" �. 6' F Texas and Inco o p Y' radius of 25.00 feet a tangent of 25.00 feet and a o 1 0- 8 �� 2 , S R0 o Off, , 66 \ o• _-:_.� X69 X00 y y �, 6+. , ,4 s`= rp rated Areas, Map Number 48041CO205 D, effective 1 " L . Ing chord bearing N 66' 15 \ \ N 6 A3 A �. 00 \ G. , `L Qv >0. �0 13 �, / , 00 February 9, 2000, this property is not located in a 100 -year flood 40 E at a distance of 35.36 feet to a found 3/4 -inch iron pipe for corner, . . 1 1�9' . �. 0 10' P.U.E. 19 �ti pP 148 ,• 5 s o F � �0 hazard area. 3 N 21'. 15' 40" E for a distance of 50:00 feet for comer, 18 E \ % \ ? �\ �'1 ,gip:° , y6 �� PVfn X50. > 12 r,� / 310 indicates base flood elevations determined in 4; N 68 44' 20 W for a distance of 68.16 feet to a found 1/2 -inch iron rod for t L � I - N ,2p w � N .00 d%t i o, c'a, \ , i g0 accordance with the requirements of the City of College Station corner, / - d, W\ 12 - 9 0 2 n� I Q i � \ r...,+ h � _ _ 1 ,. �s •6; � � kQ Stormwater Management Ordinance " . - - C4 / o t•> r o. , hA' .. 6 :,:,`=r=.... jig Q `� • 665 > r, 11 c',rs / 4 0Y) . . ,_ « . \ \ 10.09 00 5 , R U. 0 pyo � ,0 I W Z 2 �3 0 0 \ s a� j \ ?s �9 _ y° oo' y sem. �. F �i9h ��:, P R 0 �' . 17 I 1 :kit �,� � �' , o �' a 70' rk5' > >�, 10 ��r, o e, 0 , cr 9 . p m V- .. X42 tr \ o. o / A• fig. 5td� � p e 1- P•1 ' ^ iS Z I 4°' it N 68 � . `3 110, ,c.'o'o_ �. do b1 �1• - _ - - •� ' /� w o o\ 156' 15.83.; \ C?9 G2 ��0 > > 9 �,� tail Jof,o q.4 6 . . o � N \ ,o o, 0 6.0 ijo I .11 16• 1 . - /O X52.1 r s . U 0 •Nb" > �� 8 rr., / p0 11 . . _ T - , \ V. . `be; X4' 20 & P; : , 20" W -55 8 1, .11 1,110 a'. OIN 36 1 I 10' P.U.E. N , ,P� N 6 6& d2 ,, W 10.31' s 6, \ 0' 9 00 11-1 I 7 I� (8805/285) a (20 lr5 , 2 E a'. - v 15 4 3 15 4 0' > > 6 yrs I , P G p, �2� 56 G ' i` o �g \ F- . N 0 -- N N. 2� . o_, V _2 4 o I V : u` / 1 _ 4 _ D t. - i 6 � . tx , ,. 4 3 1 Z P is s^ 6. . er � 21 -- ;, o �_ (V N 50, R -, _ a 36 5 O.N. N o� / � halo • 0 1. Y - ,o, . /�/ � t t t i h5• , . . . t^ 6 /./, ok 2 e 2 _ z �5 00 33.2 o os. o Z �F . I E r.� . B h \ P. a, 285 - o \ ? % /o x' 1N. . P,.•°' _. �_k -- r onoRi 5. P \ - c�+ o t Ar 0 , Q � . �c�tsTE �,- ` o t S v 880 . 40 t 0 0 t\ � � �, .�q 2 CERTIFICATE OF SUV R : "Q, -fit ais, . . . - __:_�r . . � � 56 681. R EYO , t -t i \ � p STATE OF TEXAS ^nKEVIf.4 i,• i,-iE ....,.. .. ;....!...,. t. ' /� COUNTY OF BRAZOS 38 \ / t ..-off 5650 ` ; . \ � . .' 36 t 37 t I, Kevin R. McClure, Regi ef,ea•.�'i$feet'. b d Surveyor . \ / I t � j - No: 5650, in the State of Te>y�f�� ,b '' ' 'f at this plat l LINE TABLE LINE BEARING DISTANCE L1 N 21' 15'40" E 100.02' L2 N 21'15'40" E 50.00' L3 N 68'44'20" W 68.16' L4 S 68'44'20" E 77.87' L5 N 17' 17'51 " W 104.19' L6 N 28'46'30" E 52.68' L7 N 42'31'59" E 144.58' L8 N 39'31'24" E 50.00' L9 N 86'30'38" W 32.55' L10 N 6'50'43" E 35.59' L11 N 42'03'13" E 38.11' L12 N 6'50'43" E 28.34' L13 N 21'51'12" E 12.39' L14 N 21'51'12" E 13.56' L15 S 29'39'46" E 86.91.' L16 S 26'36'46" W 30.00' L17 N 3'07'48" W 28.28' L18 N 60'44'50" W 29.42' 310 indicates minimum habitable finish floor elevations . 5) 21L omer, 168 15 40 E for a distance of 210.00 feet to a found 1/2 -inch iron rod for RADIUS LENGTH (N.G.V.D. commensurate with the requirements of the Cit of College y 9 8 j 44' 20" E for a distance of 77.8 e 7 feet to a found 1/2 -inch iron rod for C1 90'00'00" Station Stormwater Management Ordinance. corner, . N 66'15'40" E 35.36' 3. The building setback requirements are established by the City of College 7) N 17, 17' 51" W for a distance of 104.19 feet to a found 3/4 -inch iron pipe for 64.73' 32.88' Station Unified Development Ordinance #2617 for Cluster the Point of Curvature of a curve to the left, 19'1 2 1 06" 25.00' Development. The following minimum setbacks are established by the owner 8) 64.7 feet along the arc of said curve having a central angle of 24 43' 27"..a 8.34' ' through the Covenants and Restrictions for this development: radiu 39' of 150.01 feet, a tangent of 32.88 feet and a long chord bearing N 29' 19" 23.06' N 6'33'52" W 33.90' C5 W at d distance of 64.23 feet to a found 3/4 -inch iron pipe for the 475.00' 53.11' Front Lot Setback = 25 feet int ompound Curvature, . C6 8709`56" Rear Lot Setbac = 20 feet 9) j.38 �efetCoalong the are of said compound curve having a central angle of 19' 12' N 86'06'58" E 34.47' Side Lot Setback = 10 feet between buildings 6", h a radius of 25.00 feet, a tangent of 4.23 feet and a long chord bearing 14.78' 7.39' Side Street Setback = 15 feet, measured from street R.O.W. 51 37' 30" W at a distance of 8.34 feet for corner, 10' 16'16" 200.00' I 10) N 28 46' 30" E for a distance of 52.68 feet to a found 3/4 -inch iron pipe for 1 35.80' .- 4. Land .Use: 78 Residential Lots, 1 Commercial Lot (Zoned C-3) . Common corner, 32.73' 16.39' N 82'45'37" W 5. All Areas (Shaded) shall be owned and maintained by the 11) 37.25 feet in .a clockwise direction along the arc of a curve having a central 50.00' 218.63' Homeowners' Association. Landscape Easements shall be maintained angle of 85' 22' 55", a radius of 25.00 feet, . a tangent of 23.06 feet and a long, C11 70'31'44" by the Homeowners' Association chord bearing_ N 06' 33' 52" W at a distance of 33.90 feet to a found 3/4 -inch N 58.13'30" E 28.87' » 6: Unless otherwise indicated, all lot corners are marked with 1/2 iron rods. iron 12 53 1 pipe for the Point of Compound Curvature, feet eet alon the arc of said co o c 9 m and havi 26.18' 13.11' . N 82'45'37" W 26.16' urve p ng a central angle of 6' 24 85'51'19" '25.00' , O Indicates 23", radius of 475.00 feet, a tangent of _26.58 feet and a Ion chord bear n, " __ g . - `_ 34.05' _- 1 2 Bron rod found / N 39 19 47 E _ata dist _• di once of '53.08 feet to a found 3/4 inch ,iron Pipe for I N 5'13'34" W O - Indicates 3/4" iron pipe found - the Point of Tangency. ' 25.00' 1 39.27' 0 - Indicates 3/4" Iron pipe set 13) N' 42'' 31' 59" E for a distance of 144.58 feet to a found 3/4 -inch iron pipe for C16 . O - Indicates Concrete Monumenet w/ Brass Disk Found the Point of Curvature of a curve to the right, S 63.19'45" W 74.92' 0 - PK nail control monuments set in pavement. 14) 38.031 feet along the are of said curve having a central angle of 8T 09' 56", a 33.20' 19.56' . radius of 25.00 feet, a tangent of 23.79 feet and a long chord bearing N 86' 06' 7. Abbreviations: E at a, distance of 34.47 feet to a found 3/4 -inch iron pipe for corner, H.O.A.C.A. - Homeowners' Association Common Area 15) N 39'1 31' 24" E for a distance of 50.00 feet for corner, Ls. E: -Landscape Easement P.A.E. -Public Access. Easement 16) 14.78 feet in a counter -clockwise direction along the arc of a curve having a . P.U.E. -Public Utility Easement central along angle of 1' 46' 56", a radius of 475.00 feet, a tangent of 7.39 feet and bearing N 51' P.D.E. _ Public Drainage Easement 17) N 39'' chord 22' 04" W at a distance of 14.77 feet for corner and ( 03' 22" E for distance of Variable Width Public Utility Easement a 153.86 feet to a found 1/2 -inch /2 inch iron rod . marking the north corner of said SONOMA, PHASE 2, said . iron rod also being in . the northeast line of the said 41.16 acre tract and the southwest line of the 64.28 acre College Station Independent School District tract as recorded . in Volume . 3604, Page 243 (O.R.B C )• "T5 i . . . ,- /� is true and correct and was pre , f� actual survey - THENCE S 48' 07' 48" E - along the northeast line of said 41.16 acre tract for a \ / of the property `and that property rs and monuments distant of 1587.71 feet to the POINT OF BEGINNING and containing 20.7 \ r-�' ... d I. d 9 62 acres of -- _ _4 I j . �� were pace u er my supervision on a groun . I -- Kevin R. McCI e, R.P.L.S. No: 5660 . ' . STATE OF TEXAS , . COUNTY OF BRAZOS APPROVAL OF PLAN G A Zc� ING COMMISSION Before me, the and rsi ned authority, on this day, 1, �Cr�t J �. _ Chairman of the personalty appeared KAr1A�trE'�°1 known Planning a d Zoning Commission: of the City of College . to me to be the person wise name is subscribed to the Station, eby certify that the attached at was duly foregoing instrument, and acknowledged to me that he appr ed by t e Commissio on the day of ., executed the some for the purpose and consideration therein eh�`♦ b . CERTIFICATE OF OWNERSHIP AND DEDICATION ' stated. 11 . . STATE OF TEXAS Given nder my hand a s ' bi;I, •t,0. COUNTY of eRAzos 20 i O p•- ,, , ��°s}'T°; -5 1V.! i 5clkid4tT C rm f ' °ry ;'u':Iic, Btete of Texts �( ," :p :ri}mrssio117 .n Eipires I. owner and developer of the _ , V, furls �, Q1.2 C d sown on this plat, and designated herein as SONOMA, w CERTIFICATE OF THE COUNTY CLERK Notary Public, Brazos County, Texas `' �'_�"`�"��"n~'n'^^n° Subdivision to the City of College 'Station, Texas, and i, Karen McQueen County Clerk, in and for said County, whose name ar bscribed hereto, hereby dedicate to the use of t blit reveii. all streets, alleys, parks, easements, and CERTIFICATE OF CITY ENGINEER do hereby certify tat. this plat together with its certificates p bl aces hereon shown for the purpose and consideration o a hentication was filed fo ecoid in m office the t x Or a da of 20 (i p 1, � ( 90S cit Y � � in the Official Y R s of Brazos Coun exas in Volume 'jQ ,� , Page __t Engineer of the City of College Station, Texas; hereby certify . that this subdivision plat conforms to the requirements of the caner ; Subdivision Regulations of the City. of College Station. /Witness my and and official /Si I eal, at my of 'ce in Bryan, . .� .. T�e�ias. i ' Ci engineer/ f � y WN Ci y of Coli ge Station . J P 1' �i^ C i Y Clerk . Brazos County, Texas . . . . . I .. . I . CURVE TABLE 1. CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 90'00'00" 25.00' 39.27' 25.00' N 66'15'40" E 35.36' C2 24'43'27" 150.01' 64.73' 32.88' N 29'39'39" W 64.23' C3 19'1 2 1 06" 25.00' 8,38' 4.23' N 51'37'30" W 8.34' C4 85'22'55" 25.00' 37.25' 23.06' N 6'33'52" W 33.90' C5 6'24'23" 475.00' 53.11' 26.58' N 39'19'47" E 53.08' C6 8709`56" 25.00' 1 38.03' 23.79' N 86'06'58" E 34.47' C7 1'46'56" 475.00' 14.78' 7.39' N 51'22'04" W 14.77' C8 10' 16'16" 200.00' 35.85' 17.97' N 73'52'28" W 1 35.80' C9 7'30'02" 249.99' 32.73' 16.39' N 82'45'37" W 32.70' C10 250'31'44" 50.00' 218.63' 70.71' N 31'46'30" W 81.65' C11 70'31'44" 25.00' 30.77' 17.68' N 58.13'30" E 28.87' C12 7'30'02" 200.00' 26.18' 13.11' . N 82'45'37" W 26.16' C13 85'51'19" '25.00' 37.46' 23.25' N 36'04'57" W 34.05' C14 24'08'34" 250.00' 105.34' 53.46' N 5'13'34" W 104.57' C15 90'00'00" 25.00' 1 39.27' 25.00' N 27'42'09" E 35.36' C16 18'44'47" 230.00' 75.25' 37.97' S 63.19'45" W 74.92' C17 76'04'42" 25.00' 33.20' 19.56' N 88'00'18" W 30.81' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C18 10'46'53" 225.00' 42.34' 21.23' S 55'21'23" E 42.28' C19 12'37'02" 175.00' 38.54' 19.35' N 54'26'19" W 38.46' C20 70'31'44" 25.00' 30.77' 17.68' N 12'51'56" W 28.87' C21 250'31'44" 50.00' 218.63' 70.71' N 77'08'04" E 81.65' C22 30'38'55" 170.00' 90.94' 46.58' N 57'22'41 " E 89.86' C23 89'29'06" 25.00' 39.05' 24.78' S 62'33'18" E 35.20' C24 5'09'24" 475.00' 42.75' 21.39' N 34'08'42" W 42.74' C25 33' 1 1'51 " 425.00' 246.25' 126.69' N 33"53'47" W 242.82' C26 24'08'34" 200.00' 84.27' 42.77' N 5.13'34" W 83.65' C27 94'08'41" 25.00' 41.08' 26.88' N 53'55'03" E 36.61' C28 12'57'01" 150.00' 33.90' 17.02' N 72'32'05" W 33.83' C29 87'54'46" 25.00' 38.36' 24.11' N 22'06'11" W 34.71' C30 39'09'03" 250.00' 170.83' 88.90' N 2' 16'40" E 167.52' C31 32'03'57" 200.00' 1 i 1.93' 57.47' N 33'1 9'50" W 110.48' C32 39'09'03" 200.00' 136.66' 71.12' N 2'16'40" E 134.02' C33 89'24'28" 25.00' 39.01' 24.74' N 66'33'26'' E 35.17' ,unu, fill uIts! v, less. ; : � ��' �� I I FINAL PLA ­ .TI ' I.: i I �� I.1� ; I� - .. � .. L QNOMA PI�AS.� ; Ir 20.762 A CITES� � LOTS 1-7,, HLOCK 1 N LOTS 1-20, .BLOCK 4 OTS 1-27, BLOCK 5 N LOTS 1-12, BLOCK 6 i . LOTS 1-8, BLOCK 7 --� LOTS 5-8, BLOCK 8 LOT 1; BLC•^K 9 (COMMERCIAL LOT ROBERT ::STEVENSON SURVEY, A-54 COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS SEPTEMBER, 2009 SCALE- 1 ' = 60' Owner: .Surveyor: j BCS Development Co. McClure & Browne Engineering/Surveying, Incl 4090 S:H. South 1008 Woodcreek Dr., Suite 103 College) : Sta ion, TX 77845 College Station, Texas 77845 . (979) 1690222 (979) 693-3838 I ,: . I r: 10530015-001-fp.dwg; . . . . L