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I f -�/ 76.17 ;,-./ 65.00' - 6e.6o' 5.00' -\,� (' 1 65.00' 65.00' 65.00' 65.00' 72.80' . - M 0'r -t6m - 9TO`0- I - -T5-M' ` - 970T_ - -n-M. - - gno- - - 0 /.UV 0 . 1.11, � --\, I I � 75 \�� 1-_� �, - . . I Ld 2 W 18 17 16 � I Q, r \ r ( - I I \- ____91 61 60.00, ____� � - - I--- r V (a ,I-- - `�_ -FT __T_ -N 77- - i__7� #ig­&Sto__&ro_n X3&-pe_n7e_nt_3c7ot � . 9� ,� �7 49.026 Acres _' 2774, Page 269 '� � $ N' '4& � 6'JJ " f - - 7JO. 4'21'� - '-" 9 -� , �s ) - - � ,_ r- I ­�� 11 spy �_ . Zoned A � W I N ­ _1� 7,7,5­ ,\ /� - J � ,,,, \ ___- - - - - - - - - - 1 -7 :r_�� - -")�Iriqposed St�eet 8� Others ,,/ � I � I . I \ �_ (Future 60' R. 0. W) //"' 45"03'16" E - 1019.95 0 15 S11 -= - - = - , - _V SIL __� ­ � . I I "� _____ 1. I 11", .� 1. 111 ) [Ir 1. I" ___� ____ _�� \\� r, ,�\\ _� A� XWNN-,__ _/ 3.040 - Acres � / 1 Z a ioe�: .1 in 100, WCINITY MAP N. Ts. GENERAL NOTE 1 . LIENHOLDER: 2. NUMBER OF LOTS: 260 3. AVERAGE ACREAGE PER LOT = 0.198 Acres 4. STREET RIGHT-OF-WAY = 18.06 Acres 5. Currently Zoned: A-0 Proposed Zoning: R-1 6. ORIGIN OF BEARING SYSTEM: The recorded bearing of the southwest boundary of Springbrook-Ockgrove Subdivision (called S 44*11'17" E) and found iron rod monuments denoting this line were used as the Basis of Bearings for this plot. 7. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, Map Number 48041CO205 C, effective July 2, 1992, the property is located in an "Other Areas Zone X", defined as being outside the 500-year flood plain. The limits of the base flood for the South Fork of Lick Creek as shown on this plat were determined from the City of College Station Stormwater Management Plan. 8. Existing Ground Contour Information was obtained from the 1994 City of College Station Aerial Mapping Program. 9. No lot shall have driveway access to Barron Rood, Alexandria Avenue or Newport Lane. 10. Where oversizing of utility infrastructure is required to serve adjacent future development to the west and north, City Participation will be requested. 11. Minimum Building Setback Requirements are as defined in the City of College Station Zoning Ordinance No. 1638. 12. Legend & Abbreviations: P.U.E. - Public Utility Easement P.D.E. - Public Drainage Easement 13. This development is currently in the Bryan, Texas Utilities ervice erritory. Legend � Subdivision Boundary ������ Phase Boundary - - - - - - Prop. Storm Drain System - - I - -ewA- Prop. 6" Water Line t Fire Hydrant - * * -8sA- Prop. 6" Sewer Line - - - Ex. Contour Line \_� Ex. Tree Line k --- � Prop. Storm Drain System -I,,-,_ '1­1- nrir�� �­�� L_� ­=11-z-_ � I __­� NJ 1. . - - /I .,-.-, ---- - I . X , - - /I'- 0 if n I , _0 'O I I I "O 0 _>11 X - - -4 0 0 - -0. 'O CO q q .. 6 C� I 0 0 q q "I U� 122.05' "__ ,I\, J I -_ O 79 0 78 0 - '�qj \_ 6' 0 - ,30 O / 4�1" 0 0 ,� O_ 4 0 1 0 4 0 � !R111\ �, .. :� . % r- -/' 81 0 180 0 0 0 7 R 5 q 2 1 __f� J 5 7 f � _� N 77' 76 �, I 1 8 / 14" V4 \4 I;- - -I,-,-- I I N - N �! - I * N \ �! N . L2 -,, CO, a- R - - uj L6 - � . - . %n 0) 0) 6 -U-)- ly LO _�__ I C� �,4 1� �! 1� �! - - % _� N I---_ I -,,,- �� _____ f I I - I to W - _� �2 � . //--, _J � f - - - - - - - ,-- --,\ �, __ I . "I-, . & �IE ""\ . L - . I 1Z . /_11 I 10 P.I.I.E. "z Block rwo - I r;,' [- -�!- - !�. - IC-- - - - - --,- - - '140.6l'- 36.02' 36.02' - - - - - - - I - - _+ 0 - - - - - - I I " S� , q6 / I -� / Al , - - - I - - . . -140.61,�-,- 4- - . � -A 4 -,-,::--k - - 4,;- --\,r- k __ __�t I /I \ I - I �y - - 20.73'- - 2 - - - - - - \1 - - . - - - - . - , - . -7' Z - - - J 0 0 -1, ____1 if 0 _11t 5' E.E. 0 11� / I - - - - * - - - - - - I i 20 P.U.E. \ .- '�!__\7 - - - - - ____ I I F - . --- I I . In I /_ 30& ___� 20 P.U.E. *___� S4403911 W-Delto = 01V2,39 --- -z- W 0 __-14 '_� /_ I -/---" , I - -,-- - - V) W) LO - I , . � ,Z, O _\ 4 100 LO Il I _/ I.Sz I ---" _0 'O D . 'O "a, . 1 15 1 1 . q �, 0, _< . 0 86 In 87 1 . 11�z . . - 0 0 (7) :3 0 0 0 13 q 12 q 0 O I Z I '1�\ ( 0. q LU - _r- I 6 % 82 6 ___83 q 84 q 85 0 .0 --k -4, If 8 - ��17 0 16 6 . . 11 q \�o -OR J I - '-�, - . 0 / __ 674.16'- `\ R = 10J0. 00' U, i 0 - 1 .42' Z -,, . I �, �2 �2 - � /(- � / -/'I --"-- \,� L = 18.77 (-A . a � �, 10 (:i �! C14 . �2 �! ( �! . '!� \, I ' - I - 65 41 �? I Ltj _� - NIZ T�a - I - 'i� 5� . . � T = 9. 39' J'- -- (z -Io6 - S � - I :� - 00 -,� [l , , � _� , (L _/ � �0.00 -, "-�.00' f_-) Jl_� 1� a: 1j . / I . 88 _____1 ' _ � I "\ Uj - 308 65.00(' 65.0 - ­& 170.95' I 6 00 60.00' 65)_010',,/ 1 65.00' �65. ' 67.5 0 b/L --r - - - 0:5 _ �;� __- I A �- - -Vhd. = N 5JO57'43- W ' IS _ / //_ . b,,��, _� 6 S % .. % T*113 . . -5 - . . - 16 W11 ----� - - - - 9'W4 - - - . - - . ­3 % .. 103.12' = I W . \,j I -Mallory Court - 1100.00' I Do X-----,c /V__�_ ly 18.77' Vullins Loop South . "o -\ " � ) -,\ , /____ __/ . 1 50' R. 0. W . 2* % I-L:� � \ \'-IF, * / \� 6 1 ��_ . - 6 - . - . - . . (a . . S - - - - 6 ISA -\- 6 . . S . 7 . - - - ____ I . ,1-6 6 WA - - - --,- 6 WA . N� rid I Q.-W - 1.1 - I � V ____ I I - �!�O_, f;L - - -, - S - - - -6 - . \ 7 .49' ­156.-00, 65.00' 65.00' %%. of ---\ ) � 11 72.37' 65.00'- 1 - - 65.00,- - 65.00- '6 5. 0,0'' ] 65.00- � 7 ­%5.00'I -F65.00' � . 73 .2 1 1 (- -_J \ I y I 1 15,13 . _' 4) IV) --, ) , ,Tly /-"- Delta = 08*06 32 5 P.U.�.\ \ N _____1 . L_ ­_ / i � 0D.0 r8-, 1\ 1* - sc I � _� � I \ I � - __ _____11 L-J-,/ F. �Gfe'o R = 970. 00' _/ irl. I \ '�� 1\ \ 17 r,v K I 0-1 �_ 4 . 4 7 -) to (n 10 I ,j . I I `C4 'n I .. _1> _1_/ C ot' 6. ed �� -. - _��._ to , 00 Uj 111 al Uj �_- 1 .8,� ( - f\ / �R __� L = 137.28' I:i R � - . 1_1� I'M I 0 6 KY L01 1::i 9 -� ' . . to 0� Q� 15 14 to 12 ?to- I a. 11 ,r,,:,; ,-- 10- r,-.� _'� _-1 N\ - . -1 _' a: 00 . I / X � I, �,. - to I. �! . � !? �� 0 '1'11__�90 __ . 101, ro to 13 . I :1 91 q , /�__ 8 12 1 1 10 � 't - ) I . !�2 / - . ,� , ,-,/ & T = 68.76' '_� _. __), r - ____ - ') I 1__/ Chd. - N 50025'46 1 \ -11 U) --___,, Prop. Variable Width to I "' 15' P.I.I.E. ­__ I Variable'Width R.O.W. Dedh�z - " -Block _r A R.O.W. Dedication 1\ __ . I I ,,- , ___/ L-6,1 ' - 65.00 -r"T65.0 - 4 - - 1�1_ I - - 137.17' I r- i O' P. . , 0) 65.00'-" -6 1 65.00- -98. 4' -V -�- -91.33' - ____ - J , I - - - 941- or nrl- " W Z6ZAZQ&"& 7e � 4 - - _� - - - -, � /__1' O' 1-6 o6' 5.00' 1 .� . � 6,'- 49114" - 1­2 I ---� , - - /1=�__ - - ___1 __ - i-91 )" " _� - 11 - , ,)�� -, I - man"& - - - __� I - JV, , - - - - - -,- � - 61MIA, --) - ­ - ­ ,+::I __ J___\ T� ___��_ � / " - � <_ - AP - 3:i - , __ - - - E ­ `C� __LLCE .: - - - - __ I ) 1�_,_ __ - , '5J, " W 585.70- .. _: 0 _t�,�� S 45 055 V W S 45027:22 " W-S' 44'053'17" W ) , k . J_ \ - <:::::� � 7 S 44 997'16 W i. d ----, --tS 44 to _F_� --- C5 :3 ____ r-) 1;, Barron Road / i . I _( \ W ') - 151.21 , �_ - - I \___ . 1 �4 11 __ ') �) ") ,-) - - 2 Q� I �\_, / I -----/ -) ) cf� =) ) ;;::�_ :----, -,- ____/ __ ____ 369.64 -30.68 � � 80' R. 0. W (Usu , - 6-� C_ --191.45 ==-a-!:. -, 0 1 - ____,� - , - - _: -0 ____ , - � 1__� _� - ___ 1� �� ��, - - - 0 - )� �_ -\J 1,1��- __ . - /__ - ,\ / /,:--" --�_ - - _� � � ... 'i New R.O.W. Dedication (Shenandoah Ph. 6) .1-11 :���: I � , I 1: � I i : 1��_Ljr - 00 . t . L 18 W/L - - - - - 18 WIL r �_._ ,R ,F IL , -�� - :::�;;;�,;� . - - - .., . - _� - - - - - - :!:j� . . .. . .. v fF9 ... 0 ­6-�-_=_ _-'!&-� - - - - - - ;:;i -7/-,-7-7- Z�4t�2�� 4",-= � i ;�� - �_ _::::::::::�: - - - W � - - , 'I-- _/ �� , � :�� - r7 r-,O"7 - " - , - _.­__.­...... ..Z - _� - /--\ � - - - - - :atl���. _�- - - - I - - I . . 4 , , ­�_ ___L__ J _� - - `� - - �N -,'--" - 7-'N - `--�� -T � -_T_­-7�7,�-� / \� " `-V 9 A ���� !i ____77 .--­"`17 1 :A ,9 !; ! � � _ _. I ,-, ( _1\1 �1_1�\,�� 312:y2750c2;r cztt� 4 /7'�,, - i -) 1-1 1__/ _�,� . - ��_ - � - I --- 1__� I I -I,-/- - ttl - T1T � � �� 11 U W'du I �, TI#ffvd A � 4F A I MJ 9J. 5 Acres JCT,d Rob ert Stevenson / e - It % Z _r 260 R-1 lots CO��EGE STATION, BRAZOS COUNTY, TEXAS REVISED DECEMBER, 1999 SCA L E- I I= 100 ' Owner: Edward Froehling 3887 High Lonesome Calls e Station, Tx 77845 (409� 776-8266 Surveyor: McClure Engineering, Inc. 1722 Broadmoor, Suite 210 Bryan, Texas 77802 (409) 776-6700 11 --I ,�_- :� 112 �� / I 2 � C: 4 11 "'! �� :E a) i� ��o M 0 .M -0 . �j: M P, A . Cn E �; Z Z I M cr) 0 VL_ CD � > � _n � 0 � -a M M M 0 11 0 0 _1 M C �1 M ­1 11 M � ; L13 "!, _< , it, T 0 �1� � 11 M �:! --I Z t�. Z � �,:i C: `! K _r ��! Fn 0 �,_Ii M -0 L�: M M � 1; 0 , En E�: r Z � Z � T M �, Cr) i 0 t � 9 ( 9. 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