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HomeMy WebLinkAbout24x36i {r f , X 2,4.0 \ 9 + 24.1 t y \ \ • , �� !�� � j7 X 2,4.4 -� J ,, { � )1 ! /' " :o 7 r 1 - 1.111 { X2135 \ jjj / / , " / l X / + � X 221.2 x 223.0 223.2 x220.8 Stockpile f L 225.9 _'.- �... .t _ / r . ,- •,� • \� ` x 22M / ✓ \ \ ` Jam / � \ � \. •�. 4l ' �/-� \ 40.3 �_i j ' 246.2 453 .< X247.2 t 1 1 r I X 254.8 �jr' S / / ` K / x284.6 / /r'f,f X x 264.' // V f` f 2U x 293.3// ' x 265.7 �� x297.4 x "^.•.. � -..J X263.3 � / • `. / /// x256., U. 260. 26 x 1 \ X 256.7 X 255.7 r ~� 202 149. �\ '' r ✓r° X256.3 \�ti X ?55A r� x 255.9 - % 1 { 1 1 1 x 253.0 © X 252II ,,• j • x 2419 ��. -- x Xx X 249.9 X265.1 ` 1 f � ,•• � � f � , � \� �� � . m 23- - ) }} 2602 ✓ t \ \,. 2632 r� `•-- � , 11 \ x lr t 1 \lt \m�i u ,2079 x 2679 x 203'1 X 215.1 Dense. Vegetation X 297.1 l 1 X 208'4 \ \ X 2117.9 X 209.4 x 211, X 211., x 2:`18.8 x 207.3 / !/ x` " / X 20718 \` x 2075 r \ \` Dense Vegetation i•: \�\ \\ -•-• \ � �'` X 206.5 X 2079 208 ' \ i x x y 20 x 206.6 X 2073 � X � X 206.0 \ x 2009 206.9 ' x x 299.2 J r Dense Vegetation X207.5 x206.s x2uss \v '�, x"2055.4 r '\\ x2ifl3 .7 {! x Dense Vegetation 4 jI0 �0 m X 298.7 j r i o i t L ' ± x2tu 221 i'I tl 420.5.7 x 227.3 ; I /! t i D x 7.0 21 ��'/ f /: __ -`~ `` tl (' _`�• ` _... �'`� Dense Vegetati< l �`\''- -_ - - -- / x 273.7 ( \ x231.1 221.5 x 2341 / J t f 2446.1 x 23.;.2 X 2ua.e t �'\ x2528 r� i` 7 S5 ! S ! � 1 ! J r � ! is .a��...V� -- --.._ - ..,.- ./ f /L x 2505 f X 2998 1 ) 2592 A/ 1 WS 236. I t t � l../ �! � } X 249.3 \ � • ,\ ��_ � �� X 2,4.9 /�.,� -_ 1, 2473 I ` x 236.3 j `i 1244 \ \\ 1 A r watt emu va 2852 x X 277.6 • 64 6 ( b'/ 53 \ x283.1 x 208.8 x 206., I �i ' J x 204.6 ... 264 x295.5 2-17 x 204.4 x204.0 2 ^ vx ' 1 ��••- ..`�„\ X 204 1 9 X 2043 29A x2933 / 1/ R t x 260.9 X 277.1 �` ./ ' •� '� / '' x 286.7 � 68� -�-' \, X 273.7 �- � 9 76 Saatte Vega�tiQn i x 288.9 f % ^�. \, 4 >✓f ..., \fir \\ �\ 1 6 1 f, 1 \ x264.6 S 28al I N x 260.4 1 } ` 279.7 X ti 281.3 Scattered Vegetatton Iq __� ----- - j '�� 1 ,`w \ l�\ \\\\ ,,`� `' �1, r # J � i t �� f / r f /,r '�` \� 263.7 • ? ,289. - 4 1 x t \ • on 8C 264.5 b I � 1 � x 2622 -- / f 8`y A �Yy qD x 2583 X 256.9 x 2574 r 1 i t X 2se6 x 256.7 f` -✓ 1 F fy^ + € { X 2;5.0 i r Dense Vegetadon`. I x 253.9 30 X 2971 1 1 1 a r J r\ / 25&6 Vegetation X 255.1 r �r� x 252.9 t Ir 3 f / 753.2 �-` ✓`' r j J / / X 2532 X 25 43 25t3 t x 2533 X 25 2 9 248.8 � � -- .,•, ...._. ry � r i 7 x 249.4 X 251.4 x 2533 / ' 2,9.2 _ • t� ff / X x2493 2,73 j f.__ X2,6.7 j x \ 1 X755.5 i { • � j \ =�., X 249.4 , 2X49.9 Q �\. -. ` �' \ \\ �\ `•�- ..,`�� J f X25,.1 ' x 2472 - 237 .•`\ X 246.8 ` 2,6.9 t €f 1 x 245"7 x i.e Y4' I (T >f r-J �\ rte`' j i ✓ \\ N/F JAMES T. CARLL 40.942 AC. TR. (NET) 1682/265 NOT PLATTED ZONED A -0 LAND USE - AGRICULTURAL /OPE TEXAS MUNICIPAL POWER AGENCY 2,7.$ /fit 70' WIDE ELECTRIC LINE / l ! 1F�1/663j ''r! /! Ilk' / r OF T � PRODUCERS GAS CO. 5 / Q PROP CL 50' WIDEC/ SINGLE FAMI Y]2F PIPELINE EASEMENT / , 411/108 ! L / (// HARTZELL ELKINS 220 1 35.37 AC. / r 1920/323 / STREET R.O.W RW NOT PLATTED � , / \.v ZONED A -0 , ' ,/ 2.636 ACRES LAND USE- AGRICULTURAL /OP /I A? ISRNG UGH -OLDEN NO. 1 SURFACE LOCATION p cCULLO FERGUSON- BURLESON CO. / f o "•`..., -�` GATHERING SYSTEM hh CL 30' WIDE PIPELINE r ` 17 EAS EMENT / / a U.P.T.I, p �`� } SALTWATER PIPELINE PRODUCERS GAS 00. CL 50' WIDE PIPELINE EASEMENT , f y 2 O PI PELINES 411/104 d , APPARENTLY ,� -OM M - (A OR) 7 UNITS It ..100 YEAR FL.00DPLAi t RUNNING ADJACENT !: / . 4 oAD� ACCESS `. EXISTING RESERVE TRACT PRODUCRO4 16' W ELLBO RN / 1, 62.156 ACRES U.P.T,I. `• SPECAL UTILITY' DISTRICT WATERLINE //� SALTWATER ;' OF THE 642.82 ACRE PIPELINE r ANDERSON- STEPHEN TRACT + ZONED A-0 PRODUCERS GAS CO. % \ ISRNG .f PROPOSED LAND USE- f ACCESS ROAD CL PIPELINE SINGLE FAMILY RESIDENTIAL - (A -0R) p (12' WIDE EASEMENT LOW DENSITY � GRAVEL PVMh 1007/37 s PROPOSED LAND USE - 48 DWELLING UNITS RETAIL REGIONAL FERGUSON BURLESON COUNTY NOTE GAS GATHERING SYSTEM p 2 PIPELINES APPARENTLY SOUTH CORNER 15' WIDE PIPELINE EASEMENT RUNNING ADJACENT TO ` OF BRAZOS COUNTY / 1949/315 WELL ACCESS ROAD AND 4 19.53 ACRE TRACT AVERAGING 1W FROM n. .. E0. = . yW_. 3435. PG. 131 / CENTERLINE OF ROAD. - CITY OF BRYAN / � '- �` -= =•� _ ; ; � 20' WIDE ELECTRICAL EASEMENT 98/83 PEBBLE CREEK DEVELOPMENT CO. 295.169 AC. 5138/86 NOT PLATTED ZONED A -0 LAND USE -OPEN /UNDEVELOPED��' FUTURE 35' RIGHT -OF -WAY DEDICATION (1.539 AC -) 0. F t } R R 7 ,: " WILLIAMS CREEK SUBDIVISION 211.14 ACRES ; ZONED A -OR ' SINGLE SINGLE FAMILY RESIDENTIAL LOW DENSITY ; 23 DWELLING T jMS 24.8 ACRES -90 OIAMp G A 2 N04AN ON 5 UPVE< -OF -WAY ,' / , / R013E ACRES i $ ; i GEiT 19.2 4 MEANDERING CENTERLINE OF TRIBUTARY TO CARTER CREEK SEE PROPERTY LINE TABLE CALLS L234 THROUGH L376 SINGLE FAMILY RESIDENTIAL Low DENSITY 11 DWELLING UNITS 14.1 ACRES l_\ SINGLE FAMILY RESIDENTIAL LOW DENSW 20 DWELENG UNITS z;-: ACRES NOTES: 1. CURRENT TITLE APPEARS TO BE VESTED IN STAN & JEAN STEPHEN FAMILY NO. TWO, L.P. AND CAROL M. ANDERSON BY VIRTUE OF THE FOLLOWING DEEDS RECORDED IN VOL. 886, PG. 336, VOL. 897, PG. 778, VOL. 2308, PG. 224, VOL. 3375, PG. 9, AND VOL. 3882, PG. 330 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. 2. THE BASIS OF BEARINGS IS TRUE NORTH DETERMINED BY SOLAR OBSERVATION AND CALCULATED USING THE HOUR ANGLE METHOD, WHILE OBSERVING 0 LATITUDE: 30'35'13 ", LONGITUDE: 96'14'41" ON OCT. 12, 1991, USING THREE DIRECT AND REVERSE POSITIONS WITH ROELOFS' PRISM. 3. A PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 481195 & 480083, PANEL NO. 205D, MAP NO. 48041 CO205D, EFFECTIVE DATE: V D T FEBRUARY 9 2000. FLOODPLAIN SHOWN HEREO N IS S CALED FROM SAID MAP. 4. THE PROPOSED STREET ALIGNMENTS SHOWN ON THIS PLAN ARE IN THEIR APPROXIMATE LOCATION AND THE ACTUAL ALIGNMENT WILL BE DETERMINED DURING THE PLATTING PROCESS. 5. THERE WILL BE NO DRIVEWAY ACCESS TO ROCK PRAIRIE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO ROCK PRAIRIE ROAD IN THE WILLIAMS CREEK ESTATES SUBDIVISION. 6. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS IN SECTION 12 -1.11 OF THE SUBDIVISION ORDINANCE WITH ROADSIDE DITCHES IN LIEU OF CURB AND GUTTER. THE STREET ACCESS TO A PAVED ROADWAY FOR THE WILLIAMS CREEK SUBDIVISION WILL BE PROVIDED BY A PROPOSED STREET TO GREENS PRAIRIE ROAD. ACCESS TO ROCK PRAIRIE ROAD, WHICH IS CURRENTLY AN UNPAVED ROADWAY, IS ALSO PROPOSED. THE DEVELOPERS OF WILLIAMS CREEK SUBDIVISION AND THE OWNERS OF THE ANDERSON - STEPHEN TRACT HAVE NO INTENTION OF PAVING OR UPGRADING ROCK PRAIRIE ROAD. 7. IN ACCORDANCE WITH THE CITY OF COLLEGE STATION DRAINAGE POLICY & DESIGN STANDARDS, STORM RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO DETENTION FACILITIES, DIRECTLY INTO THE FLOODPLAIN OR INTO EXISTING DRAINAGES LOCATED ENTIRELY WITHIN THIS DEVELOPMENT, WHICH FLOW INTO THE FLOODPLAIN. DRAINAGE EASEMENTS WILL BE PROVIDED AS REQUIRED BY SECTION 12 -J OF THE SUBDIVISION ORDINANCE. 8. SIDEWALKS ARE NOT REQUIRED ON RURAL RESIDENTIAL AND COLLECTOR STREETS AND ARE NOT PROPOSED FOR THIS SUBDIVISION. 9. THE BIKE /PEDESTRIAN PATH SHOWN ON THE BIKE AND PEDESTRIAN MASTER PLAN IS SHOWN ON THIS PLAN. 10. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 11. ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK ESTATE SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE AND WILL HAVE AN ON -SITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIREMENTS OF THE BRAZOS COUNTY HEALTH DEPARTMENT. A GRAVITY SANITARY SEWER MASTER PLAN FOR THIS SUBDIVISION WILL BE DESIGNED AND SUBMITTED IN ACCORDANCE WITH SECTION 12 -R.3, SANITARY SEWER MASTER PLAN. 12. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED TO BRYAN TEXAS UTILITIES (BTU) EXCEPT FOR THE FIRST 100 FEET FROM THE CENTER OF ROCK PRAIRIE ROAD WHICH WILL HAVE ELECTRICAL SERVICE BY COLLEGE STATION UTILITIES. LEGEND PROPERTY BOUNDARY FUTURE BIKE /PEDESTRIAN - - - - - - - PROPOSED UTILITY EASEMENT PATH (APPROX. LOCATION) • PROPERTY CORNER i i COLLEGE STATION CITY LIMITS RIGHT -OF -WAY LINE PROPOSED STORM CULVERT R UN OFF FL EDGE OF PAVEMENT OW DIRECTION -- - ---- EXISTING PIPELINE OVERHEAD ELECTRICAL LINE 1 j'/�f� 100 -YEAR FLOODPLAIN LIMITS EXISTING FENCE r ' 1 ' 1 -i d ------ - - - - -- ----- I I CITY OF BRYAN SINGLE FAMILY RESIDENTIAL I I 2D` WIDE ElECTRIT DETENTION LOW DENSITY + I I 9 8/83 8 DWELLING UNITS DETENTION I REA - 0.91 AC- r I 8.4 ACRES AREA -1. 2 AC L_ x ROCK .PRAIRIE R DF F,as INGA E NL`TNAY FUTURE 35' RIGHT -OF -WAY DEDICATION, (3.097 AC.) (22 WIDE GM PEBBLE CREEK DEVELOPMENT CO. 295.169 AC. 5138/86 NOT PLATTED _ -- ZONED A -0 LAND USE - OPEN /UNDEVELOPED PROPERTY LINE TABLE LINE BEARING LENGTH L7 N34'34'46 "E 45.19' L2 N43'35'51 "E 39.37' L3 N65'08'02 "E 53.93' L4 S65'23'31 -E 40.89' L5 S83'21'33 "E 74.44' L6 N43'52'05 "E 21.57' L7 - N31'14'35 "E 39.55' L8 N1 2'48'03 ° W 28.29' L9 N20'38'37 "E 29.36' 1_10 N21'32'56 "W 27.64 L11 N37'07'43 "W 26.76 L12 N08'32'21 "E 26.35' L13 N1227'35 "E 48.58' L14 N19'16'46'W 15.80' L15 N1 9'25!07'W 25.90' L16 N46'16'2eE 12.11' L17 N4443'35 "E 27.76' L18 N33'36'05 "E 21.55' L19 N7235'56 "E 13.53' L20 N35'51'13 "E 22.37' L21 N24'21'12 "E 24.05' L22 N86'05'55 "E 12.83' L23 N435854 "E 66.65' L24 N23'57'44 "E 24.15' L25 N3323'29 "W 29.64' L26 I N48'46'04 "E 22.40' L27 S67'06'49 "E 6.85' L28 N54'50'41 "E 49.25' L29 N11'55'01 "E 23.02' L30 N6746'27 "W 15.04' L31 N31 *22'29"W 15.20' L32 N46'05'39 "E 14,79' L33 N2655'31 "E 11.36' L34 N68'27'23 "E 11.42' L35 S28'06'22 °E 6.46' L36 S09'31'37 "E 25.48' L37 N85'1 8'55"E 8.61' L38 N5247'17 "E 35.66' L39 N30'45'4-4 29.45' L40 N49'48'59 "E 49.47' L41 N04'14'54 "E 24.86' L42 N67'26'54 "W 15.28' L43 S61'27'15 "W 7.35' L44 S79'51'59 "W 21.79' L45 I N1031'58 "W 11.47' L46 N41 09'02 "E 23.21' L47 S69'51'25 "E 8.84' L48 N33'50'07 "E 34.07' L49 N22'30'46 ° E 18.69' L50 N86'04'56 "E 17.91' L51 N43'05'59 "E 14.90' L52 N31 11'26 "W 17.77' L53 N46'49'25 ° W 12.22' L-54 N06'3V47 "W 18.12' L55 N37'26'29 °E 16.69' L56 N80'50'46 "E 10.09' L57 N34'11'43 65.00 L58 N45'51'38 ° E 22.00' L59 N11'51'28 "E 16.78' L60 N04'12'15 "W 23.05' L61 N25'21'56 "E 23.57' L62 N47 42 "E 17.89' L63 N30'19'18 "E 27.94' L64 N19'48'36 "E 36.17' PROPERTY LINE TABLE LINE BEARING LENGTH L65 N324228 "E 24.97' L66. N8234'27 "E 17.22' L67 S4431'06 "E 7.55' L68 "S13'56'57 "W 13.09' L69 N86'14'40 "E 19.90' L70 I N5554'.01 "E 12.63' L71 N39'03'12 "E 14.67' L72 N07'47'42 "E 13.34' L73 N38'28'00 "W 20.94' L74 N51'25'29 "E 18.46' L75 N33'18'44 ° E 20.10' L76 N25'56'11 W 11.84 L77 S6224'52 "W 40.08' L78 N61'20'34 "W 12.42' L79 47 N31 *4-7'04"W 10.72' L80 N29'18'20 "E 28.92' L81 N49'04'54 "E 16.68' L82 N11'0 "E 33.71' L83 NO2'59'38 "W 18.73' L84 N44'4V53 "E 14.02' L85 S85'06'14 ° E 8.88' L86 N39'05'31 "E 19.78' L87 S4423'59 "E 29.20' L88 N86'43'08 "E 15.66' L89 S72'53'26 "E 13.58' L90 S18'55'11 "E 18.22' L91 N73'15'17 "E 25.36' L92 N79'52'01 "E 23.19' L93 56949'29 "E 13.48' L94 S43'31'01 "E 14.67' L95 N5738'50 °E 24.59' L96 N23'58'25 "E 32.07' L97 N4235'25 "W 18.37' L98 N04'06'43 "E 39.23' L99 N10'59 "58 "W 12.42' L100 S38'53'50 "W 11.13' L101. N57'12'08 "W .59.55' L102 N73'55'20 "E 14.50' L103 N16'27'19 "W 26.34' L104 N60'57'40'W 27.79' L105 N24'46'26 "E 35.50' L106 N22'1 8'46 "W 25.57' L107 NO3'3229 "W 20.58' L108 N3526'27 ° E 27.59' L109 N5339'01'E 17.53' L110 S61'45'43 "E 24.17' L111 S03'1 2'38"W 10.41' L112 S495410 "W 13.63' L113 532'25'15 "E 21.50' L114 S81'14'16 "E 21.15' L115 N26'15'52 °E 42.56' L116 N60 "E 11.80' L117 N22'45'31'W 10.61' L118 N61'04'O8 °W 36.25' L119 N15'06'56 7 E 18.09' L120 S80'I2'50 "E 28.62' L121 N89'25'03 "E 34.40 L122 S00'10 02 W 14.56' L123 S74 41 "E 4 3 14.42' L124 N5834'16'E 11 -99' L125 N10'08'58 "E 22.48' L126 N21'43'34 "W 15.17' L127 N08'48'06 ° W 33.04' L128 N49'48'42 ° W 27.75' \ _ V .► FAMILY RESIDENTIAL Low DENSITY 48 DWELLING UNITS 60.1 ACRES v ia COLLEGE STATION ECONOMIC DEVELOPMENT FOUNDATION 65.00 AC. 1422//33 NOT PUTTED ZONED A -0 -- - LAND t '_"E­- - OPEN / UNDEVELOPED \ PRO PER L INE TABLE LINE _ _ BEARING LENGTH L129 N5728'1 5" 15.84' L130 N8636'47 "E 21.47' L131 N6345'12 "E 16.60' L132 S88'03'53' 19:24' L133 N00'13'14 "W 52.76' L134 1 N58'52'1 2 "W 33.53' L135 NO3 "E 8.69' L136 N71'35'30 "E 30.49' L137 S36'04!1 3"E 12.64' L138 521'28 32 E 11.03 L1 39 553'00'24 ° E 18.50' L140 N64'57'38 ° E 29. 0' 1 L141 N16'16'29 ° E 14.91' L142 N07'11'28 "W 31.85' L143 N1630'50W 12.42' L144 N53'16'14 ° W 9.40' L145 N46'10'12 "E 45.62' L146 N23'47'04 "E 31.56' L147 N55'10'17 "E 38.21' L148 N15`10'40 "E 23.40' L149 N16'25'37 "W 13.70' L150 N52'09'40'E 20.23' L151 N4T51'28'E 24.26' L152 N25'52'38 "E 16.97' L153 541'45'24 "E 18.29' L154 S31'05'49 "E 33.90' L155 N8T33'51 °E 15.67' L156 N3334'57 "E 17.61' 1157 N1 3'06'04"E 37.03' L158 N09'21'02'E 21.50' L159 S7642'49 "E 13.35 L160 S40'11'08 "E 16.93' L161 NB V46'52 "E 27.11' L162 N37'50'58 "E 15.47' L163 N72'20'54 7 E 16.56' L164 S43'43'07 "E 14.90' L165 S28'06'27'W 22.47' L166 537'40'10 ° E 14.52' L167 N68'00'23 "E 28.85' L168 N20 "E 10.04' L169 N47'51'47 "E 48.03' L170 N8336'5eE 11.09' L171 S43'00'41 "E 11.68' L172 S1332'36 "E 25.95' L173 S44'38'54 "E 9.57' L174 569'24'07 "E 14.79' L175 N67'11'51 "E 11.00' L176 N16'06'47 "E 12-52' L177 N20'44'35'W 22.77' L178 N1531'28 "E 24.15' L179 N37 55'28 "E 28.40' L180 N1 2'02'46 ° E 15.91' Li 81 N01'56'39 "E 15.67' L182 N67'44'04 "E 33.50' L183 N0930'09 "E 15.21' L184 N67'03'28 "W 33.00' L185 N29'59'24 ° W 24.91' L186 N30'00'26 "E 19.86' L187 Nl6'3V20 "E 33.29' L188 N56'16'30 "E 13.34' L189 S66'56'18 "E 24.63' L190 N62'01'50 "E 70.59' L191 N09'57 20 "E 36.26' L192 1 N28'1 2'33 "E 16.67' PROPERTY LINE TABL LINE BEARING LENGTH L193 N72'1 8'52 "E 28.98' L194 N58'33'37 °E 33.77' L195 N24'08'11 "E 20.85' L196 N20 "W 26.36' L197 N15'00'11 "E 24.70' L198 N11'00'32 "W 22.41' L199 N37'08'27 "E 50.45' L200 N44'17'26 "E 53.58' L201 S89'3524 "E 7.77' L202 573'57'32 ° E 8.92' L203 0 N31'55'10 "E 14.32 L204 N08`14 00 "W 9.23 L205 N43 27'14 ° W 12.71' L206 N64'57'16 "W 12.15' L207 N21'27'21 "W 8.27' L208 N40'49'25 "E 24.12' L209 N11'41'35 "W 21.60' L210 N79'41'04 "E 13.11' L211 S47'1 2'03 "E 19.96' L212 S63'47'38 "E 43.07' L213 N77'05'07 "E 36.24' L214 S58'50'56'E 385.07' L215 N88'11'55 "E 54.34' L216 N10'26'52 E 68.69' L217 N7629'19 "E 106.91' L218 N14'5733 "E 124.33' L219 N50'29'28 "E 194.84' L220 S73'54'17 "E 292.91' L221 S89'47'00 "E 105.94' L222 S53'18'26 "E 140.00' L223 S77'50'04 ° E 120.42 L224 S46'02'41 "E 263.11' L225 S775447 "E 96.12' L226 S45'30'28 "E 88.71' L227 S63'29'08 "E 462.95 L228 S46'56'25 ° E 139.35' L229 S60'52'38 "E 162.54' L230 S50'28'43 "E 205.93' L231 S6850'54 °E 139.10' L232 S64'51'26 "E 246.62' L233 S593853 "E 338.83' L234 S54'55'35 °W 18.58' L235 S29'0539 "E 8.54' L236 S1 5'25'45 ° W 7.37' L237 S71*12'10 "W 17.94' L238 S38'32'01 ° W 22.18' L239 S38'43'46'E 17.39' L240 S1 5'26'25 "W 25.69' L241 N84'24'15 "W 21.02' L242 S059 5'36 "W 23,17' L243 S82'18'10W 20.45' L244 S19 45'48 "E 15.82' L245 S89'1 3'48"W 10.45' L246 S65'51'29 "W 30.38' L247 N1532'14"W 17.62' L248 N49'39'38 "W 16.24' L249 56658 09 W 17.43 L250 N26'27'22 "W 14.53' L251 N1 9'59'28"E 11.53' L252 N58 "W 30.87' L253 S89'15'30 "W 18.71' L254 N54'05'30 "W 28.85' 1255 N21'36'15 "W 13.22' L256 S50 03'51 "W 8.58' I DWNG SURFACE LOCATION McCULLOUGH- McCULLOUGH NO. i RESERVE TRACT , 309.667 ACRES OF THE 642.82 ACRE ANDERSON - STEPHEN TRA CT ZONED A -O�, PROPOSED LAND USE SINGLE.FAMILY RESIDENTIAL - (A -0R) f LOW DENSITY FERGUSON.BURLESON COUNTY �I GAS GATHERING SYSTEM �) 115 DWELLING UNITS 30' WIDE PIPELINE EASEMENT 1723/58 , f, ((1 wl FUTURE 35' RIGHT -OF -WAY r f DEDICATION (3.065 AC.) fr fit f I, X22 'W c DpS G mmrc SEA *V4 PAI raft= lm"' =--` OIL WELL PRODUCTION PAD LI NE TABLE _PRO PERTY LINE BEARING LENGTH L257 N6.1'40'55 "W 48.37' L258' N23'27'07 ° W 8.36' L259 N69'11'21 "W 43.18' L260 N79'35'16 "W 32.31' L261 S70'36'41 "W 448.82' L262 I S27'42'00 "W 11.78' L263 S1752'56 "W 10.54' L264 S05`I4'22 ° E 8.67' L265 S46'50'57 "E 23.87' L266 N75'51'24 "W 21.30' 1267 528'23 05 W 29.86 L268 S4 5'30'44 ° W 19.61' L269 S30'18'45 "W 8.90' L270 S31'22'36 'E 7.47' L271 S06'33'47 "E 11.40' L272 S28'4329 ° W 6.94' L273 S55'25'09 ° W 29.86' L274 S79'51'40 "W 9.79' L275 N86'5e50 "W 12.43' L276 N37'05'39 "W 4.45' L277 S81'47'27 "W 7.57' L278 S68'48'49 ° W 10.98' L279 S48'17'12 ° W 13.55' L280 S71'37'44 "W 18.01' L281 SB1'25'03 "W 7.85' L282 S58'35'21 "W 11.88' L283 S11'3546 "W 11.51' L284 S06'2V43 ° W 8.06' L285 S34'2538 "W 9.73' L286 S36'42'01 "W 11.95' L287 548'03'30 W 4 24.23 L288 S25'4238 "W 7.58' L289 516'23'16 "W 24.09' L290 S02'47'22 "E 8.14' L291 S18'44'16'E 12.75' L292 S15'00'26 "W 7.50' L293 S42`I1'57'W 17.79' L294 54945'47 ° W 9.99' L295 S88'05'07 ° W 8.30' L296 S81'57'42 "W 10.85' L297 S52'1 9'29 "W 11.19' L298 S09'55'05 "E 11.50' L299 S37'57'45 "E 8.38' L300 S5731'37 ° E 8.74' L301 N89'06'27 ° E 7.48' L302 N6743'01 "E 18.54' L303 S89'07'08 "E 6.11' L304 S25'46'07 "E 52.13' L305 S11'43'38 ° E 12.01' L306 S44'O6'00"W 18.86' L307 N81'13'52 "W 13.59' L308 N40*lV56 "W 9.17' L309 Nt7'29'02 "E 19.05' L310 N61'36'30'W 7.15' L311 56638'34 ° W 13.70' L312 S1628'45 "W 35.23' L313 S2543'1 2 "E 18.79' L314 54837'22 E 25.48' L315 S34'22'09 "E 12.94' L316 S22'25'02 "W 23.07' L317 S1 9'36'48 "E 1 25.08' L318 S62'55'30'E 8 69' L319 S5838'31 "E 27.86' L320 S46'40'44 16.62' PRO PERTY LI T ABLE LINE BEARING LENGTH L321 S30'08'23 "W 73.75' L322 S37'15'18 "E 28.20' L323 S72'44'58 "E 10.94' L324 S14'10'53 "E 26.56' L325 S1590'37 ° W 24.49' L326. S05'02'18 "E 13.58' L327 S0839'09 "W 9.53' L328 S57'44'51 "W 11.12' L329 557'4834 "W 14.62' L330 526'34'00 ° W 18.49' L331 549'04'38 "W 15.90' L332 S32'012 4 "W 33.20' L333 S36'06'54 "E 9.58' L334 S60'32`48 "E 29.79' L335 N66'55'5eE 10.45' L336 S20'12'40 "E 13.36' L337 S25'06'18 14.13' L338 S4- C16'41 "W 34.73' L339 S37'26'15 "W 26.93' L340 S30'49'57 "E 9.38' L341 S48'30'22 "E 21.14' L342 S61'1 3'44 "E 11.22' L343 N72'56'1 8 "E 10.35' L344 S39'23'21 "E 9.19' L345 S35'1 9'40 ° E 12.40' L346 S20'28'28 "E 17.33' L347 S09'05'10 "W 11.95' L348 S73 "W 13.02' L349 S29 "W 42.34' L350 S34'06'39 "W 24.26' L351 503'31'51 ° W .' 1919 L352 525'22'09 "E 13.53' L353 S7137'26"E 10.14' L354 S65'47'57'E 12.68' L355 S05'4654 "W 6.40' L356 S63'08'39 "W 10.71' L357 S08 "OO`O8 "W 79.05' L358 51743'23 "W 187.73' L359 S35'07'02 "W 55.80' L360 S35'07'02 "W 62.23' L361 S14'05'21 "W 48.52' L362 S24'76'16 "W 68.70' L363 S0531'51 "W 101.99' L364 S57'09'26 ° W 24.70' L365 S22'56'35 "E 33.09' L366 S42'00'22 "W 16.28' L367 S1331'06 "E 30.83' L368 S60'08'59 "E 21.80' L369 S44'28'59 ° E 28.82' L370 N69'5W31'E 23.92' L371 N483238 ° E 6.44' L372 16'56'46'E 7.38' L373 S05'19'47 "E 81.21' L374 SO4'12'18 "W 86.44' L375 S39'34'53 "W 46.00' L376 S12'00'19 "W 52.48' L377 N7650'30 ° W 668.90' L378 N75'49'22 "W 950.54' L379 N77'21'48 ° W 216.05' L380 N80'51 '54 "W 222.87' L381 N83'37'36 "W 543.38' L382 N83'1 7'33 "W 194.33' L383 N81'57'33 "W 623.98' L384 N80'33'13 "W 172.46' L385 N71'53'36 ° W 152.52' L386 N62'3548 "W 115.72' *L387 -L399 ARE NOT USED. ACCESS ROAD (12' WIDE GRAVEL PVMT) NOT 'PLATTE D. ZONED A - NAN USE -SINGE FAMILY LOW N/F WILLIAM E. yy 12.50 AC. z•` 856/446 NOT PLATTED ZONED.A -0 `& N/F 4ID USE - OPEN /UNDI PAUL ASHTON BOATR!GHT 10.00 AC. 0 367/806 ` NOT PLATTED - la ZONED A -0 x to er.n �cr._ -nor�� !� u�nca�efnocn _OAS " 51 �CITY x' OF. COLLEGE STATIC i1 (LICK CREEK PARK) 527.59 AC. -- NOT PLATTED STATION ZONED A -0 1 LAND USE -PARK 7 . M PM 1 1 0 SINGLE FAMILY RESIDENCES PROPERTY LINE TABLE LINE BEARING LENGTH L400 N6439'09 'W 40.27' L401 N58'13'56"W 172.99' L402 N52 5447 222.23' L403 N50'28'06"W 291.23' L404 N4W29'34"W 126.18' L405 - N52'05'26"W 203.44' L406 N56'13'59"W 161.92' L407 N5738'26"W 135.91' L408 N58'33'36' W 117.15' L409 N5T44'00"W 263.21 L410 N5744 40"W 184.16 L411 522721'36 "E 14.83' L412 N&V36'04 "E 101.50' L413 S61'56'52 "E 101.35' L414 S8731'29 "E 180.82' L415 S43'02'41 °E 108.98' L416 S08'21'30'W 78.26' L417 S30'02'23 "E 80.89' L418 S08'01'30'W 223.07' L419 N59'17'25 "E 126.62' L420 N71'39'23 "E 141.46' L421 S4Z58'20 "E 207.57' L422 S86'53'02 "E 82.92' L423 S2922'1 5"E 91.08' L424 N78'00'48 "E 114.12' L425 S2TO2'49 "E 145.11' L426 S6T10'04"W 138.56' L427 S24'52'46 "E 101.32' L428 S60'54' 17 "E 143.33' L429 S61'42'14 "E 41.86' L430 S7TO2'49 "E 384.54' L431 S03'12'47 "E 104.56' L432 S4556'03 "E 588.70' L433 S33'58'43 ° E 183.04' L434 S2T43'04"W 44.71' L435 S50'16'50 "E 145.29' L436 N8328'20 "E 101.20' L437 S80'46'37 "E 163.21' L438 S55'17'10 "E 196.42' L439 S85'12'02 "E 160.51' L440 N21'12'24'E 183.61' L441 S7&34'26 "E 226.19' L442 S7TO1'30 "E 130.47' L443 S06'49'1 -9'W 107.54' L444 SB V54'25 "E 288.77' L445 N41'44'17 "E 118.80' L446 S38'00'58 "E 296.53' L447 N2513' 13 "E 104.04' L448 S62'31'36 "E 150.92' L449 S38'1 1'40"E 66.20' L450 N7WO6'16 "E 217.62' L501 578 VICINITY MAP SUBJECT TRACT `ROCK PRAIRIE ROAD GREENS PRAIRIE ROAD NOT 7'O SCALE PROPERTY LINE TABLE LIN BEARING LENGTH I t - , ,. ° _ ,.-t 1 1458 I c7W AR'Ar, "P 11 FR AR' I L459 N 1f06'1 8"E 91.50' 1 L460 N83'30'37"E 231.06' L461 563'44'45 ° E 123.50' L462 N51'50 09 E 205.06 i L463 NOT04'52 . 45.97' L464 S7716'47 "E 1 04.80' ' L465 I L466 S60'33'1 4 "E S6T08'44 "E 216.04' 166.96' ' L467 N85'1 1'49 "E 109.77' r L468 S26'15'07'E 146.62' L469 S76'13'18'E 49.28' L470 N65!07'1 2"E 216.68' L471 N40'14'01 "E 115.33' ' L472 N05'51'27" W 105.65' L473 N27 "E 121.29' L474 S62'10'38 "E 184.05' L475 N51'1 1'56"E 202.79' L476 S35 15'12 "E 176.15' L477 S84'13'14 "E 98.71' L478 S3707'35 "E 121.23' ; I L479 N51'40'15 "E 285.17' L480 N25'09'12 "E 112.19' I L481 N84'45'33 "E 78.15' L482 N00'46'40°W 136.26' L483 N51'54'16 ° E 72.85 L484 N55'24'43°W 38.17' L485 N04 23'53'E 46.85' L486 N1 1'44'55 E 215.97' I L487 N66'28'45 "E 175.92' L488 N89'54'51 "E 26.02' L489 N79'23'33 "E 219.81' L490 S86'2445 "E 172.59' L491 S81'15'29 "E 131.85' L492 S73' 17'07 "E 351.58' L493 S67*08'30 "E 224.55' L494 S6726'45 "E 155.81' L495 S60'43'25 "E 257.85' L496 S61'20'14 "E 364.50' L497 S62754'33 "E 150.90' L498 S67*25'04 "E 164.90' L499 S72'12'36 "E 163.27' L500 S75!58'1 1"E 176.78' 53'51"E 237.16' ..� N/F CHARLES P JR & DEBRA J SI 144.43 AC. NOT PLATTED ZONED A -0 LAND USE - AGRICULTURAL /OPEN rj h� v ri - F 1 R OF AND T CT 431.68 ACRES NATHAN CLAMIPITT SURVEY, A -90 S.W. ROBERTSON SURVEY, A -202 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 " =400' APRIL, 2004 (REVISED) OWNERS: Stan & Jean Stephen Carol M. Anderson Family No. Two, L.P. 2504 River Forest 2514 Memorial Drive Bryan, Texas 77802 ENGINEER: Bryan, Texas 77802 T SURVEYOR: EYOR: EVELOPER: 1 0 N S.M. Kling, RPLS No. 2003 Joe and Janet Johnson General Contractors Kling Engineering Land and Investments, L.P. Ginger Urso, P.E. & Surveying Y 9 1400 South Commercial St. 1707 Graham Road P.O. Box 4234 Coleman, Texas 76834 College Station, Texas 77845 Bryan, Texas 77805 (325) 625 -2124 (979) 690 -7711 (979) 846 -6212 oq_c CV-6, N/F JAMES T, CARLIL 1682/265 if NOT PLATTED f 1 if ZO if V I CITY I I TDCAS MUNICIPAL POWER L 70' WIDE ELECTRIC LINE 7 I I 49 7 PRODUCERS GAS 'CO. CL 50' WIDE PIPELINE EASEDMA 411/108 X, TO I li\ X .. . PA0 PROP IdN T� 35.37 AC. 2.636 ACRES NOT PLATTED / I f ONE A-0 ISTING SURFACE LOCATION 4FE3 USON BURLESON CO. GATHERING SYSTEM CL 30' V61DE PIPELINE PIPELINE t PRODUCERS GAS CO. GL 50' WIDE OTF. PIPE1JNE EASEMENT APPARENTLY V. RUNNING ADJACENT TO WELL ACCESS ROAD XISTING 1 WELLBORN 41 AU VISTRICT WATERLINE RESERVE TRACT LB9 PIPELINE 62.156 ACRES OF THE 642.82 ACRE PRODUCERS GAS 00. ANDERSON-STEPHEN TRACT PIPELINE ZONED A-0 ACCESS ROAD � _. yEAR WILLIAMS CREEK SUBDIVISION 211.14 ACRES ZONED A-OR SINGLE FAMILY RESIDENTIAL SINGLE FAMILY RESIDENTIAL LOWDENSITY LOW DENSITY 59 DWELLING LTNITS 23 DWELLING UNITS 74.2 ACRES 24.8 ACRES go If MEANDERING CENTERLINE OF TRIBUTARY TO CARTER CREEK SEE PROPERTY LINE TABLE CALLS L234 THROUGH L376 / SOUTH CORNER 2 PIPELINES APPARENTLY I t 19.2 ACRES _ OF BRAZOS COUNTY RUNNING ADJACENT TO 19.53 ACRE TRACT WE ACC ROAD AND4 VOL 3436. PG. 131 AVERAGING 15' FROM � vnm LINE OF ROAD. SINGLE FAMILY / CITY OF BRYAN RESIDENTIAL 20' WIDE ELECTRICAL EASEMENT �� N& -.= s v�vs-``^ �r '///8 ��`""=� -J��/ ___----======�==��|[ - _ oK -` PEBBLE CREEK DEVELOPMENT CO. o 295 AC. 51386. NOT ZONE � u� FUTURE35'RIGHT-OF-WAY DEDICATION (1.539 AC.) SINGLE FAMILY RESIDENTIAL 20' WIDE ELECTRICAL LOW DENS TY EASEMENT ROCK PRAIRIE FUTURE 35'RIGHT of VI DEDICATION (3.097 AC.) COLLEGE STATION ECONOMIC ( ,, e %jur. DEVELOPMENT FOUNDATION 65.00 AC. PEBBLE CREEK DEVELOPMENT CO. 1422/133 295.169 AC. NOT PLATTED NOT PLATTED ZONED A-0 1. CURRENT TITLE APPEARS 08EVESTED IN STAN & JEAN STEPHEN FAMILY NO. TWO. LP. AND CAROL N. ANDERSON BYVIRTUE OF THE FOLLOWING DEEDS RECORDED IN VOL. 886 PG. 336. VOL. 897, PG. 778. VOL 2308. PG. 224, VOL 3375. PG. o. AND VOL. 3882. PG. JJO OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. 2. THE o*S|3 OF BEARINGS |3 TRUE NORTH DETERMINED BY SOLAR OBSERVATION AND CALCULATED USING THE HOUR ANGLE METHOD, WHILE OBSERV @ LATITUDE: 31Y35'13^. LONGITUDE: 96r14'41^ ON OCT. 12, 1891, USING THREE DIRECT AND REVERSE POSITIONS WITH R0EL0F3' PRISM. 3. A PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FL00DPbNN ACCORDING TO THE F.EM/� FLOOD INSURANCE RATE MAP FOR 8R\Z03 COUNTY AND INCORPORATED AR[AS, COMMUNITY N0. 481195 8x 480083. PANEL NO. 205D. MAP N0. 48041CO205D. EFFECT DATE: FEBRUARY 9, 2000. FLDODPUVN SHOWN HEREON |3 SCALED FR0W'SA|D MAP. 4. THE PROPOSED STREET ALIGNMENTS SHOWN ON THIS PLAN ARE IN THEIR APPROXIMATE LOCAT AND THE ACTUAL ALIGNMENTS WILL BE DETERMINED DURING THE PLATTING PROCESS. ' 5. THERE WILL BE NO DRIVEWAY ACCESS TO ROCK PRAIRIE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO ROCK PRAIRIE R{AD IN THE WILLIAMS CREEK ESTATES SUBDIVISION. 6. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS IN SECTION 12-1.11 OF THE - -----_ _ - SUBDIVISION ORDINANCE WITH ROADSIDE DITCHES IN LIEU OF CURB AND GUTTER. THE STREET ACCESS TO A PAVED ROADWAY FOR THE WILLIAMS CREEK SUBDIVISION WILL BE pnovoco u,x pmzpnSEo STREET TO onsEws PRAIRIE ROAD. ACCESS TO R0ox ROAD, WHICH IS CURRENTLY AN UNPAVED R{ADY04Y, B ALSO PROPOSED. THE DEVELOPERS OF WILLIAMS CREEK SUBDIVISION AND THE OWNERS 0F THE ANDERSON-STEPHEN TRAIT HAVE NO INTENTION OF PAVNG OR UPGRADING ROCK PRAIRIE ROAD. 7. IN ACCORDANCE WITH THE CITY OF COLLEGE STAT DRAINAGE POLICY 8b DESIGN STAN[ARD3, STORM RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO DETENTION FACILITIES, DIRECTLY INTO THE FL00DPbAIN OR INTO EXISTING DRAINAGES LOCATED ENTIRELY WITHIN THIS DEVELOPMENT, WHICH FLOW INTO THE FLO0DPUAN. DRAINAGE EASEMENTS WILL BE PROVIDED As REQUIRED BY SECTION 12-J OF THE SUBDIVISION ORDINANCE. O. UTILITY EASEMENTS, 15' IN WIDTH, WILL BE LOCATED AT THE FRONT OR REAR OF EACH LOT A VARIANCE /3 REQUESTED TO DECREASE THE REQUIRED EASEMENT WIDTH FROM 20' T0 15'. ~� � 9. SIDEWALKS ARE NOT RB]U|RBo ON RURAL RESIDENTIAL AND COLLECTOR STREETS AND ARE NOT PROPOSED FOR THIS SUOD|v|50N 10. THE BIKE/PEDESTRIAN PATH SHOWN ON THE BIKE AND PEDESTRIAN MASTER PLAN |3 SHOWN ON THIS PLAN. 11. THE WATER SUPPLIER FOR THIS DEVELOPMENT |3 THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN 15' UTILITY EASEMENTS ALONG THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS T0 MEET FIRE PROTECT REQUIREMENTS. / 12. ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK ESTATE SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE AND WILL HAVE � AN ON-SITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIREMENTS OF THE 8R\ZOS COUNTY HEALTH DEPARTMENT. A GRAVITY SANITARY SEWER MASTER PLAN FOR THIS SUBDIVISION WILL BE DESIGNED AND SUBMITTED IN ACCORDANCE WITH SECTION 12-R.3. SANITARY SEWER MASTER PLAN. ' ' U 13. ELECTRIC SERV FOR THIS SUBDIVISION WILL BE PROV TO BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION * U LINES WILL BE LOCATED IN THE 15' UTILITY EASEMENT AT THE FRONT OR REAR OF THE LOTS. PROPERTY LINE TABLE LINE BEARING LENGTH L65 N3242'28"E 24.97' L2 N4335'51"E 39.37' L3 N65*08'02"E 53.93' L4 S6523'31"E 40.89' 1 L133 NOO*13'14"W 52.76' L70 N55 12.63' L7 N31'14'35"E 39.55' L72 NOT47'42"E 13.34! L9 N20'38'37"E 29.36' L10 N21'32'56"W 27.64' L11 N37*07'43"W 26.76' L12 N0832'21"E 26.35' L13 N12*27'35"E 48.58' L78 N61'20'34"W 12.42' L15 N1 9*2VO7"W 25.90' L16 N46 12.1 L17 N4443'35"E 27.76' L18 N3336'05"E 21.55' L19 N7235'56"E 13.53' Ll 48 N15'10'40"E 23.40' L21 N2421*12"E 24.05' L22 N86*05'55"E 12.83' L87 S4473'59"E 29.20' L88 N86*43'08"E 15.66' L25 N33'23'29"W 29.64' L26 N48*46'04"E 22.40' L27 S67*06'49"E 6.85' L92 N1952'01"E 23.19' L29 N11*55'01"E 23.02' L30 N67*46'27"W 15.04' L31 N31*22'29"W 15.20' L96 N23*58!25"E 32.07' L33 N2655'31"E 11.36' L34 N68'27'23"E 11.42' L35 S28*06'22"E 6.46' L36 S09*31'37"E 25.48' L37 N85*18'55"E 8.61' L38 N52*47 35.66' L103 N16'27'19"W 26.34! L40 N49*48 49.47' L41 N04'14'54"E 24.86' L42 N6726'54"W 15,28' Ll 07 NOXM'29"W 20.58 L44 S79*51'59"W 21.79' L45 NIO*31'58"W 11.47' L46 N41*09'02"E 23.21' L47 S69*51'25"E 8.84' L48 N33*50'07"E 34.07' L49 N22*30'46"E 18.69' L50 N86*04!56"E 17.91' L51 N43'05'59"E 14.90' Ll 16 N60'09'05"E 11.80' L53 N46*49'25"W 12.22' L54 N06*32'47"W 18.12' L55 N37'26 16.69' L56 N80'50'46"E 10.09' L57 N34'11'43"E 65.00' L58 N45*51'38"E 22.00' L59 N11'51'28"E 16.78' Ll 24 N58*34'16"E 11.99' Ll 25 N10*08'58"E 22.48' L62 N47*42'20"E 17.89' Ll 91 N09*57'20"E 36.26' 020 S46 16.627 PROPERTY LINE TABLE LINE BEARING LENGTH L65 N3242'28"E 24.97' L66 N8234!27"E 17.22' L131 N63*45'12"E 16.60' Ll 32 S88*03'53"E 119.2V L133 NOO*13'14"W 52.76' L70 N55 12.63' L135 NO3 8.69' L72 NOT47'42"E 13.34! L73 N38*28'00"W 20.94! L74 N51'25'29"E 18.46' L139 S53'00'24"E 18.50' L76 N25'56'11"W 11.84! L77 S62'24!52"W 40.08' L78 N61'20'34"W 12.42' L79 N3V47'O4"W 10.72' LBO N29*18'20"E 28.927 L81 N49'04'54"E 45.62' L146 N23*47'04"E 31.56' L83 NO2*59'38"W 18.73' Ll 48 N15'10'40"E 23.40' L85 S85*06'14"E 8.88' L86 N39*05'31"E 19.78' L87 S4473'59"E 29.20' L88 N86*43'08"E 15.66' L89 S7253'26"E 13.58' L90 S18'55'11"E 18.22' L91 N73'15'17"E 25.36' L92 N1952'01"E 23.19' L93 S69*49'29"E 13.48' L94 S43'31'01"E 14.67' L95 N5738'50"E 24.59' L96 N23*58!25"E 32.07' L97 N42*35'25"W 18.37' L98 N04'06 39.23' L99 N10*59'58"W 12.42' Ll 00 S3853'50"W 11.13' L165 S28*06'27"W 22.47' L102 N13*55'20"E 14.50' L103 N16'27'19"W 26.34! L104 N60'57'40"W 27.79' Ll 05 N24*46'26"E 35.50' L298 S09*55'05"E 11.50' Ll 07 NOXM'29"W 20.58 L172 S13*32'36"E 25.95' Li 09 N53*39'01"E 17.53' 1_110 S61'45'43"E 24.17' Lill S03'1 2'38"W 10.41' L112 S49'54'10"W 13.63' Li 13 S32 21.50' L178 N15*31'28"E 24.15' L179 N37*55'28"E 28.40' Ll 16 N60'09'05"E 11.80' L117 N22*45'31"W 10.61' L118 N61*0 36.25' L119 N15'66'56"E 18.09' L184 N67*03'28*W 33.00' Ll 21 N8925'03"E 34.40' Ll 86 N30*00'26"E 19.86' L123 S7444!31"E 14.42' Ll 24 N58*34'16"E 11.99' Ll 25 N10*08'58"E 22.48' L190 N62'01'50"E 70.59' Ll 91 N09*57'20"E 36.26' 020 S46 16.627 PROPERTY LINE TABLE LINE BEARING LENGTH Ll 29 N57*28'15"E 15.84! L130 N8636'47"E 21.47' L131 N63*45'12"E 16.60' Ll 32 S88*03'53"E 119.2V L133 NOO*13'14"W 52.76' L262 S2742'00"W 11.78' L135 NO3 8.69' Ll 36 N71*35'30"E 30.49' L137 S36'0413"E 12.64' L138 S21'28'32"E 11.03' L139 S53'00'24"E 18.50' Ll 40 N64�57'38"E 29.10' L141 N16*16'29"E 14.91' Ll 42 N07'11'28"W 31.85! Ll 43 N16'30'52"W 12.42' L144 N53*16'14"W 9.40' L145 N46'10'12"E 45.62' L146 N23*47'04"E 31.56' L147 N�,9'10177E_j 38.21' Ll 48 N15'10'40"E 23.40' L149 I N1625'37"W 13.70' L150 N52'09'40"E 20.23' L151 N42'51'28"E 24.26' L152 N2552'38"E 16.97' L153 S41'45'24"E 18.29' Ll 54 S31'05'49"E 33.90' L155 N82*33'51"E 15.67' Ll 56 N33*34'57"E 17.61' L157 N1 3*06'04"E 37.03' L158 N09'21'02"E 21.50' Ll 59 S76*42'49"E 13.35' L160 S40'11'08"E 16.93' Ll 61 N84*46*52"E 27.11' L162 N37*50.'58"E 15.47' L163 N72*20'5eE 16.56' L164 S43*43'07"E 14.90' L165 S28*06'27"W 22.47' L166 S37W'10"E 14.52' L167 N68*00'23"E 28.85' L168 N20*05'03"E 10.04' L169 N47'51'47"E 48.03' L298 S09*55'05"E 11.50' L299 S37*57'45"E 8.38' L172 S13*32'36"E 25.95' L173 S4438'5eE 9.57' Ll 74 S69*24!07"E 14.79' Ll 75 N67*11'51"E 11.00 Ll 76 N16*06'47"E 12-52' 7177 N20'4.4!35 22.77' L178 N15*31'28"E 24.15' L179 N37*55'28"E 28.40' L180 N12'02'46'E 15.91' L181 N01*56'39"E 15.67' L182 N67 33.50' L183 N09*30'09"E 15.21' L184 N67*03'28*W 33.00' L185 N29*59'24"W 24.91' Ll 86 N30*00'26"E 19.86' L187 N16*32'20"E 33.29' L188 N56*16'30"E 13.34' L1 89 S66*56'18"E 24.63' L190 N62'01'50"E 70.59' Ll 91 N09*57'20"E 36.26' 020 S46 16.627 RESERVE TRACT 309.667 ACRES OF THE 642'82 ACRE ANDERSON-STEPHEN TRACT ZONED A-0 u � GAS GATHERING SYSTEM 30' WIDE PIPELINE EASEMENT LINE BEARING LENGTH L257 N61�40'55"W 48.37' ISTING N23*27'07"W ACCESS ROAD L259 (I V WIDE 43.18' GRAVEL PVMIT) -FUTURE 35'RIGHT-OF-WAY DEDICATION (3.065 AC.) or / PROPERTY LINE TABLE LINE BEARING LENGTH L257 N61�40'55"W 48.37' L258 N23*27'07"W 8.36' L259 N69*11'21"W 43.18' L260 N79*35'16"W 32.31' L261 S70'36'41"W 448.82' L262 S2742'00"W 11.78' L263 S17*5V56"W 10.54! L264 S05'14'22"E 8.67' L265 S46*50'57"E 23.87' C266 N75 21.30' L267 S28*23'05"W 29.86' L268 S45'30'44"W 19.61' L205 N43'27'14"W 12.71' L270 S31*22'36"E 7.47' L271 S06*33'47"E 11.40' L272 S28*43'29"W 6.94' L273 S55*25'09"W 29.86' L274 S79'51'40"W 9.79' L469 S76 8"E 49.28' L276 N37'05*39"W i.45' L277 S81'47*27"W 7.57' L278 S68*48'49"W 10.98' L279 S481 7'1 2"W 13.55' L280 S71 *37'44"W 18.01' L217 N76*29'19"E 106.91' L282 S58*35'21"W 11.88' L219 N50*29'28"E 194.84' L284 S06*25!43"W 8.06' L285 S34*25'38"W 9 73' L286 S3642'01"W 11.95' L287 S48*03'30"W 24.23' L288 S25*42'38"W 7.58' L225 S7754!47"E 96.12' L290 S02*47'22"E 8.14' L291 S1 844'1 6"E 12.75' L292 S15*00'26"W 7.50' L293 S42*11'57"W 17.79' L294 S49*45'47"W 9.99 L295 S88*05'07"W 8.30' L296 S81 '57*42"W 10.85! L297 S52*19'29"W 11.19' L298 S09*55'05"E 11.50' L299 S37*57'45"E 8.38' L364 S57*09'26"W 24.70' L301 N89*06'27*E 7.48' L302 1167�43'01"E 18.54' L303 S89*07'08"E 6.11' L304 S25*46'07"E 5913! L241 N8C24!15"W 21.02' L306 S44*06'00"W 18.86' L307 N81*13*52"W 13.59' L308 N40'15'56"W 9.17' L245 S89*13'48"W 10.45' L246 S65*51'29"W 30.38' L311 S66*38'34*W 13.70' L312 S1 6*28'45"W 35.23' L313 S25*43'11 2"E 18.79' L314 S4837'22"E 25.48' L315 S34*22'09"E 12.94! L316 S2225'02"W 23.07' L317 S1 9*36t48"E 25.08' 1 L318 S6255'30"E 8.69' L319 S58*38'31"E 27.86' 020 S46 16.627 PROPERTY LINE TABLE __jNE LINE BEARING LENGTH Ll 93 N72*118'52"E 28.98' L452 N61'48'22"E 114.24' Ll 95 N24'08"11"IE 20.85' L196 N20'54!08"W 26.36' L325 S15'10'37"W 24.49' Ll 98 N11'00'32"W 22.41' Li 99 N37'08'27"E 50.45' L200 N44*17'26"E 53.58' L201 S89*35'24"E 7.77' L202 S7357'32"E 8.92' L203 N31'55'10"E 14.32' L204 N08 9.23! L205 N43'27'14"W 12.71' L206 N6 12.15' L207 N21*27'21"W 8.27' 1 L208 N40 - A L209 N11'41'35"W 21.60' 1 L210 N79*41'04"E 13.11' 1 L469 S76 8"E 49.28' L212 S63*47'38"E 43.07' L341 S48*30'22"E 21.14' L342 S61'1 3'44"E 11.22' L343 N72*56'18"E 10.35' L216 N10'26'52"E 68.69' L217 N76*29'19"E 106.91' L218 N14*57'33"E 124.33' L219 N50*29'28"E 194.84' L348 S73*54!17"E 292.91' L221 S89*47'00"E 105.94' L222 S53'1 8'26"E 140.00' L223 S77*50`04"E 120.42' L224 S46*02'41"E 263.11' L225 S7754!47"E 96.12' L226 S45'30'28"E 88.71' L227 S6329'08"E 462.95' L228 S46*56'25"E 139.35' L229 S60'5V38"E 162.E4' L230 S50 205.93' L231 S68*50'54"E 139.10' L232 S64*51'26"E 246.6V L233 S5938'53"E 338.83' L234 S5 18.58' L235 S29*05!39"E 8.54! L364 S57*09'26"W 24.70' L365 S2256'35"E 33.09' L238 S38*32'01"W 22.18' L239 S38*43'46"E 17.39' L240 S1526'25"W 25.69' L241 N8C24!15"W 21.02' L242 S05'15!36"W 23.17' L243 S82*1 WIT 2"W 20.45' L244 S19*45'48"E 15.82' L245 S89*13'48"W 10.45' L246 S65*51'29"W 30.38' L247 N15*32'14"W 17.62' 1948 N49*39'38"W 16.24! L249 S66*58'09"W 17.43'_ L250 N26'27'22"W 14.53' L251 N1 9*59'28"E 11.53' L252 N5836'30"W 30.87' L253 S89*15'30"W 18.71' L254 N54*05'30"W 28.85' L255 N21*36'15"W 13.22' L384 N80*33'13"W 172.46' LEGEND PROPERTY BOUNDARY W-MA, MWAM FUTURE BIKE/PEDESTRIAN - - - - - - - PROPOSED UTILITY EASEMENT PATH (APPROX. LOCATION). PROPERTY CORNER FM I NO= I COLLEGE STATION CITY LIMITS RIGHT-OF-WAY LINE PROPOSED STORM CULVERT EDGE OF PAVEMENT RUNOFF FLOW DIRECTION OVERHEAD ELECTRICAL LINE 1 00-YEAR FLOODPLAIN LIMITS EXISTING FENCE PROPERTY LINE TABLE LINE BEARING LENGTH L321 S30*08'23"W 73.75' L452 N61'48'22"E 114.24' L323 S7244'58"E 10.91V L403 N50'28'06"W 291.23' L325 S15'10'37"W 24.49' L405 N5TO5'26"W 203.44' L457 S42*45 126.99' L407 N57*38'26"W 135.91 ' L329 S57�0'34"W 14.62' L330 S26*34!00"W 18.49' L331 S49*04!38"W 15.90' L332 S32'01'24"W 33.20' L333 S36*06'5eE 9.58' L334 S60*32'48"E 29.79' L335 N6655'54"E 10.45' L336 S20*12'40"E 13.36' L337 S25'06'18"W 14.13' L338 S44*16'41"W 34.73' L469 S76 8"E 49.28' L340 S30"49'57"E 9.38' L341 S48*30'22"E 21.14' L342 S61'1 3'44"E 11.22' L343 N72*56'18"E 10.35' L344 S3923'21"E 9.19' L424 N78*00'48"E 11 4.12' L346 S20*28'28"E 17.33' L347 S09'05'1 O"W 11.95' L348 S73'10'23"W 13.02' L349 S29'02'13"W 42.34' L350 S,34*06'39"W 24.26' L351 S03'31'51"W 19.19' L352 S25*22'09"E 13.53! L353 S71'37'26"E 10.14! L354 S65*47'57"E 12.68' L355 S05*45'54"W 6.40' L356 S63*08'39"W 10.71' L357 S08'00'08 W 79.05' L358 S1 7*43'23"W 187.73' 59 S35 55.80' L360 S35*07'02"W 62.23' L351 S14'05'21"W 18.52' L441 S78*34'26"E 226.19' L363 S05*31'51"W 101.99 L364 S57*09'26"W 24.70' L365 S2256'35"E 33.09' L366 S42'00'22"W 16.28! L367 S13*51'06"E 30.83' L368 S60'08'59"E 21.80' L369 S44*28'59"E 28.82' L370 N69*56'31"E 23.92' L371 N48*32'38"E 6.44' L372 S16*56'46"E 7.38' L373 S05*19'47"E 81.21' S39*34!53"W 46.00' _L375 L377 N76*50'30"W 668.90' L378 N7549'22"W 950.54' L379 N77*21'48"W 216.05' L380 NBO'51'54"W 222-87' L381 N83*37'36"W 543.38' L382 N83'17'33"W 194.33' 1_3133 N81*57'33"W 623.98' L384 N80*33'13"W 172.46' L385 N71 *53'36"W 152.52' L386 N62*35!48"W 115.72' *L387-L39e ARE NOT USED. ' PROPERTY LINE TABLE LINE BEARING LENGTH L400 N64�39'09"W 40.27' L452 N61'48'22"E 114.24' L402 N5754'47"W 222.23' L403 N50'28'06"W 291.23' _L404 N49'29'34"W 126.18' L405 N5TO5'26"W 203.44' L457 S42*45 126.99' L407 N57*38'26"W 135.91 ' L408 N5W33'36W 11 7.15' L409 N57*44'00"W 263.21' L461 S6344'45"E 123.50' L411 S22721'36"E 14.8,3' L412 N6 101.50' L413 S61'56'52"E 101.35' L414 S87*31'29"E 180.82' L415 S43*02'41"E 108.98' L416 S08'21'30"W 78.26' L417 S30*02'23"E 80.89 L469 S76 8"E 49.28' L419 N59'1 7'25"E 126.62' L420 N71'39'23"E 141.46' L421 S42*58'20"E 207.57' L422 S86*53'02"E 82.92' L423 S20*22'1 5"E 91.08 L424 N78*00'48"E 11 4.12' L425 S27*02'49"E 145.1 L426 S62'10'04"W 138.56' L427 S24�52'46"E 101.32' L428 S60'54'1 7"E 143.33' L480 N25*09'1 2"E 112.19' L430 S72'02'49"E 384.54' L431 S03'1 2'47"E 104.56' L432 S4T56'03"E 588.70' L433 S33*58'43"E 183.04' L434 S2T43'04"W 44.71' L435 S50`1 6'50"E 145.29' L436 N83*28'20"E 101.20' L437 S80!46'37'E 163.21' L489 N79"23'33"E 219.81' L439 S85 160.51' L491 S81*15'29"E 131.85' L441 S78*34'26"E 226.19' L442 S7TO1'30"E 130.47' L443 S06'49'1 9"W 107.54' L444 S8 288.77' L496 S61*20'1 4"E 364.50' L446 S38*00'58"E_ 296.53' L447 N2T 13'1 3"E 104.04' L448 S62731'36"E 150.92' L449 S38'11 1'40"E 66.20' PRODUCTION PAD VICINITY MAP ' I if 4�6` Iff if NO PLATiFL) ZONED A-0 I N/F WILLIAM E. J 12.50 AC. NOT PLATTED ZONED A-0 10.00 AC NOT PLATTED ZONED A-0 ~ ~ ~ - " ^"°""� '= dc "^"=` " - � 44 ' 43 PLATTED unuu ZONED A-0 _ CITY OF o n u L E u s STX�Ow , (LIC -- COLLEGE COUNTY ����� NOT PLATTED STATION ZONED A-0 PROPERTY LINE TABLE LINE BEARING LENGTH S.W. ROBERTSON SURVEY, A-202 L452 N61'48'22"E 114.24' L453 N29*47'04"E 150.80' L454 N24! 1 2 * 41 "E 250.57 L455 S61*34 66.57' L456 S74 8"E 87.54' L457 S42*45 126.99' L458 S78*36'45 156.48' 2514 Memorial Drive Bryan, Texas 77802 ENGINEER: L460 N83,30'37"E 231.06' L461 S6344'45"E 123.50' L462 N51'50*09"E 205.06' L463 NOrO4'52W 45.97' L464 S7r 1 6'47"E 104.8Y Kling Engineering Land and Investments, L.P. L466 S69*08'44"E 166.96' L467 I N85'1 1'49"E 109.77 L468 S26'15'07"E 146.62' L469 S76 8"E 49.28' (979) 846-6212 L472 N05'51'27W 105.65' L473 N2722'26"E 121.29' L474 S6ZlO'38"E 184.05' L475 N51"1 1'56"E 202.79 L476 S35*15 176.15' L478 S32*07 121.23' L479 N51*40'15"E 285.17' L480 N25*09'1 2"E 112.19' L481 N84�45'33"E 78.15' L482 NOO'46'40"W 136.26' L483 N51*54'16"E 72.85' L484 N55�24'43"W 38,17' L485 NOf23'53*E 46.85' L487 N6628'45"E 175.92' L488 N89*54'51"E 26.02' L489 N79"23'33"E 219.81' L490 S86*24�45"E 172.59' L491 S81*15'29"E 131.85' L493 S6TOB'30"E 224.55 L494 S62*26'45"E 155.81' L495 S6(T43'25"E 257.85' L496 S61*20'1 4"E 364.50' L497 S6Z54'33"E 150.90' L498 S67*25'04"E 164.90' L499 S72*12'36"E 163.27' L500 S75'58'1 11"E 176.78' SUBJECT C ROCK TRACT CFM ROAD PRAIRIE ROAD ./m'', PL 377 ��'P M E N v E L " ' ' ' / � � I I I 642.82 ACRES WILLIAMS CREEK SUBDIVISION ���� ��' ��| �� U U U ��� 0�� W�~ n�� =~ " " ^ � " �-���`" m��m�� AND ������N��K���� � ANDERSON TRACT 8�CN~~U��U��NN��N �N~~O�� & ��~ REMAINDER m�n ���"�.� � ~��° ���� ���� ACRES ��.�) U ���� " �� v ����~ _ S.W. ROBERTSON SURVEY, A-202 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=400' APRIL, 2004 Stan & Jean Stephen Carol M. Anderson Family No. Two, L.P. 2504 River Forest 2514 Memorial Drive Bryan, Texas 77802 ENGINEER: Bryan, Texas 77802 SURVEYOR: DEVELOPER: T CON S.M. Kling, RPLS No. 2003 Joe and Janet Johnson I General Contractors Kling Engineering Land and Investments, L.P. & Surveying 1400 South Commercial St. 1707 Graham Road P.O. Box 4234 Coleman, Texas 76834 College Station, Texas 77845 Bryan, Texas 7780 (325) 625-2124 (979) 690-7711 A C (979) 846-6212 FN /F JAMES T. CARLL 40.942 AC. TR. (NET) 1682/265 NOT PLATTED ZONED A -0 LAND USE - AGRICULTURAL/OPE Ax, TEXAS MUNICIPAL POWER AGENCY 70' WIDE ELECTRIC LINE EASEMENT y' 1251/663 R/ 56 f b 4 ,� OF Tt/ ANDERSO Z r PRODUCERS GAS CO. PROP CL WIDE PIPELINE O EASEMENi a SINGLE FAMI 411/108 r � L ,, N/F HARTZ� CELKINS 22 D 1920/323 r ;r NOT PLATTED ,: STREET R.O.W. ,r ZONED A -0 , /r 2.636 ACRES LAND USE- t AGRICULTURAL /OP / ISTTNG SURFACE LOCATION /FER GUSON- BURLESON CO. / / s� 1 ` cCULLOUGIi_OLDEN NO, 1 GATHERING SYSTEM L 3 0' WIDE PIPELINE " EASEMENT `� r�� 2K .0 1\ 1723/58 i U.P.T. 1. \\ t SINGLE FAMILY. A� RESIDENCES / PIPELINE \\ PRODUCERS GAS CO. - \\ t CL 50' WIDE PIPELINE EASEMENT PIPELINES 411/104 44 APPARENTLY / RUNNING ADJACENT �' y RO AD W ELL ACCESS RESERVE TRACT T 16' WELLBORIN 62.156 ACRES \ DISTRICT SPECIA ATERUNE f OF THE 642.82 ACRE ANDERSON- STEPHEN TRACT ZONED A -O PRODUCERS GAS CO. PROPOSED LAND USE - CL 30' WIDE PIPELINE / SINGLE FAMILY RESIDENTIAL - (A -0R) EASEMENT f �.! / LOW DENSITY 1 PROPOSED LAND USE - 48 DWELLING UNiTS RETAIL REGIONAL FERGUSON BURLESON COUNTY -' r GAS GATHERING SYSTEM if _ z r r SOUTH COPIER 15' WIDE PIPELINE EASEMENT OF BRAZOS COUNTY / 1949/315 19.53 ACRE TRACT __ _!_ . 3136. PG. 131 / CITY OF BRYAN 20' WIDE .ELECTRICAL EASEMENT _ - 98 83 / PEBBLE CREEK DEVELOPMENT CO. 295.169 AC. c ` ` -- 5138/86 `X... "• NOT PLATTED `C4g ZONED A -0 -LAND USE - OPEN /UNDEVELOPED FUTURE 35' RIGHT -OF -WAY DEDICATION (1.539 AC.) R rte,/ t y �c r� i00 YEAR FLOOL3PLA3N' t 1 � JW 1I ' WILLIAMS CREEK SUBDIVISION 211.14 ACRES ZONED A -OR _ 1 I � .1 i + / SINGLE FAMILY RESIDENI7 "T / { i SINGLE FAMILY RESIDENTIAL �/� 1 % LOW DENSITY i + j LOW DENSITY 48 DWELLIN G UNIT d / 23 DWELLING UNITS ° �i 60.1 ACRES - - 24:8 ACRES - / - 90 r \� NA(N N v SON SUR / % - `� \ RIGHT -OF -WAY `� ROG ER �� -- - - - -- __ '\ \ 19.2 ACRES / / $. ' ; - - - -_. < 1 / r SINGLE FAMILY RESIDENTIAL LOW DENSITY SINGLE FAMILY 11 DWELLING UNITS `� ` \ � I I I 14.1 ACRES R:ESIDENTIA, I I LOW I ---- - - - --) L----------- - - - --- 20DWEEL$TGUNITS f ^` J + (-- ------------- - ✓� 22.1 ACRES / //i �--- - -- 1 - ~ ----------- - - - - -' / R j oo O p` p �QQ a 0 -PROPERTY LINE ALONG MEANDERING CENTERUNE OF TRIBUTARY TO CARTER CREEK SEE PROPERTY LINE TABLE CALLS L234 THROUGH L376 SINGLE FAMILY RESIDENTIAL 20 ' WIDE ELECTRICAL / LOW DENSITY S i I EASEMENT 5 DETENTION 8 DWELLING UNIT S DETEIVIZON 1 t se /a3 I AREA - 0.91 AC. 8.4 ACRES - - - - -- ' x ._._.�- X -x - - - - - -- - -_ _ 1377 _ -....- " -'150Q �BS' ROCK PRA ROAD FUTURE 35' RIGHT -OF -WAY GgE OF ';EL PAVEMEN DEDICATION (3 .097 AC.), COLLEGE STATION ECONOMIC (22 "DE DEVELOPMENT FOUNDATION 65.00 AC. PEBBLE CREEK DEVELOPMENT CO. 1422/133 295.169 AC. NOT PLATTED 5138/86 ZONED A -0 NOT -= PLATTED= LAND USE- ZONED A -0 OPEN /UNUS /ELOPED LAND USE - OPEN /UNDEVELOPED NOTES: 1. CURRENT TITLE APPEARS TO BE VESTED IN STAN & JEAN STEPHEN FAMILY NO. TWO, L.P. AND CAROL M. ANDERSON BY VIRTUE OF THE FOLLOWING DEEDS RECORDED IN VOL. 886, PG. 336, VOL. 897, PG. 778, VOL. 2308, PG. 224, VOL. 3375, PG. 9, AND VOL. 3882, PG. 330 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. 2. THE BASIS OF BEARINGS IS TRUE NORTH DETERMINED BY SOLAR OBSERVATION AND CALCULATED USING THE HOUR ANGLE METHOD, WHILE OBSERVING ® LATITUDE: 30'35'13 ", LONGITUDE: 96'14'41" ON OCT. 12, 1991, USING THREE DIRECT AND REVERSE POSITIONS " WITH ROELOFS' PRISM. 3. A PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 481195 & 480083, PANEL NO. 205D, MAP NO. 48041 CO205D, EFFECTIVE DATE: FEBRUARY 9, 2000. FLOODPLAIN SHOWN HEREON IS SCALED FROM SAID MAP. 4. THE PROPOSED STREET ALIGNMENTS SHOWN ON THIS PLAN ARE IN THEIR APPROXIMATE LOCATION AND THE ACTUAL ALIGNMENTS WILL BE DETERMINED DURING THE PLATTING PROCESS. - 5. - THERE - WILL BE NO DRIVEWAY - ACCESS TO ROCK PRAIRIE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO ROCK PRAIRIE ROAD IN THE WILLIAMS CREEK ESTATES SUBDIVISION. 6. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS IN SECTION 12 -1.11 OF THE SUBDIVISION ORDINANCE WITH ROADSIDE DITCHES IN LIEU OF CURB AND GUTTER. THE STREET ACCESS TO A PAVED ROADWAY FOR THE WILLIAMS CREEK SUBDIVISION WILL BE PROVIDED BY A PROPOSED STREET TO GREENS PRAIRIE ROAD. ACCESS TO ROCK PRAIRIE ROAD, WHICH IS CURRENTLY AN UNPAVED ROADWAY, IS ALSO PROPOSED. THE DEVELOPERS OF WILLIAMS CREEK SUBDIVISION AND THE OWNERS OF THE ANDERSON - STEPHEN TRACT HAVE NO INTENTION OF PAVING OR UPGRADING ROCK PRAIRIE ROAD. 7. IN ACCORDANCE WITH THE CITY OF COLLEGE STATION DRAINAGE POLICY & DESIGN STANDARDS, STORM RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO DETENTION FACILITIES, DIRECTLY INTO THE FLOODPLAIN OR INTO EXISTING DRAINAGES LOCATED ENTIRELY WITHIN THIS DEVELOPMENT, WHICH FLOW INTO THE FLOODPLAIN. DRAINAGE EASEMENTS WILL BE PROVIDED AS REQUIRED BY SECTION 12 -J OF THE SUBDIVISION ORDINANCE. 8. SIDEWALKS ARE NOT REQUIRED ON RURAL RESIDENTIAL AND COLLECTOR STREETS AND ARE NOT PROPOSED FOR THIS SUBDIVISION. 9. THE BIKE /PEDESTRIAN PATH SHOWN ON THE BIKE AND PEDESTRIAN MASTER PLAN IS SHOWN ON THIS PLAN. 10. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 11. ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK ESTATE SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE AND WILL HAVE AN ON -SITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIREMENTS OF THE BRAZOS COUNTY HEALTH DEPARTMENT. A GRAVITY SANITARY SEWER MASTER PLAN FOR THIS SUBDIVISION WILL BE DESIGNED AND SUBMITTED IN ACCORDANCE WITH SECTION 12 -R.3, SANITARY SEWER MASTER PLAN. 12. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED TO BRYAN TEXAS UTILITIES (BTU) EXCEPT FOR THE FIRST 100 FEET FROM THE CENTER OF ROCK PRAIRIE ROAD WHICH WILL HAVE ELECTRICAL SERVICE BY COLLEGE STATION UTILITIES. LEGEND PROPERTY BOUNDARY FUTURE BIKE /PEDESTRIAN 99aft Sim - - - - - - - PROPOSED UTILITY EASEMENT PATH (APPROX. LOCATION) • PROPERTY CORNER i AMM j IM COLLEGE STATION CITY LIMITS RIGHT -OF -WAY LINE PROPOSED STORM CULVERT EDGE OF PAVEMENT - -- - --- EXISTING PIPELINE RUNOFF FLOW DIRECTION � _. OVERHEAD ELECTRICAL LINE / / / j am /� /,,',� 100 -YEAR FLOODPLAIN LIMITS EXISTING FENCE 1' `-` 22 Zz, Z PRO PERTY LI NE TABLE UNE B LENGTH L1 N3434'46 "E 45.19' L2 N43'35'51 "E 39.37' L3 N65'06'02 "E 53.93' L4 S65'23'31"E 40.89' L5 S83'21'33 "E 74.44' L6 N43'52'05 "E 21.57' L7 - N3114'35 "E 39.55' L8 N12'4eG3 'W 28.29' L9 N20'38'37 "E 29.36' L10 N21'32'56 "W 27.64' L11 N37'07'43 "W 26.76' L12 N0832'21 "E 26.35 L13 N12'27'35 "E 48.5V L14 N1916'46 "W 15.80' L15 N19'25'07 'W 25.90' -L16 _ N46'16'24 "E - 12:TT L17 N44'43'35 "E 27.76' L18 N3336'05 'E 21.55' L19 N72'3556 "E 13.53' L20 N35'51'13 "E 22.37' L21 N24'21'12 "E 24.05' L22 N86 05'55 E 12.83' L23 N43'58'54 "E 66.65' L24 N23'57'4eE 24.15' L25 N3323'29 "W 29.64' L26 N48'46'04 "E 22.40' L27 S67'06'49 "E 6.85' L28 N54'50'41 "E 49.25' 1_29 Nll 55 - 01 "E 23.02' L30 N67'46'27 "W 15.04' L31 N31'2229 "W 15.20' L32 N46'05'39 "E 14.79' L33 N26'55'31 "E 11.36' L34 N68 27'23 "E 11.42' L35 S28'06'22 "E 6.46' L36 S09'31'37 "E 25.48' L37 N85'1 8'55 "E 8.61' L38 N52'47'17 "E 35.66' L39 N30'45'44 "E 29.45' L40 N49'48'59 'E 49.47' L41 N04'14'5 -eE 24.86' L42 N6726'54 "W 15.28' L43 S61'27'15 "W 7.35' L44 S79'51'59 'W 21.79' L45 N1031'58 "W 11.47' L46 N41'09'02 "E 23.21' L47 S69'51'25 "E 8.84' L48 N33'50'07 "E 34.07' L49 N22'30'46 "E 18.69' L50 N86'04'56 "E 17.91' L51 N43'05'59 "E 14.90' L52 N3111'26 "W 17.77' L53 N46'49'25 "W 12.22' L54 N0632'47 "W 18.12' L55 N37'26'29 "E 16.69' L56 N80'50'46 "E 10.09' L57 N3411'43 E 65.00' L58 N45'51'38 "E 22.00' L59 N11'51'28 "E 16.78' L60 N0412'15 "W 23.05' L61 N25'21'56 "E 1 23.57' L62 N47 42'20 "E 17 -89' L63 N3019'18 "E 27.94' L64 N19'48'36 "E 36.17' PROPERTY LINE TABLE UNE BE ARING LENGTH L65 N32 442'28 "E 24.97' L66 N8234'27 "E 17.22' L67 S4431:06 "E 7.55' L68 "S13'56'57 "W 13.09' L69 N8614'40 "E 19.90' L70 'N5T54'01 "E 12.63' L71 N39'03'12 "E 14.67' L72 N07'47'42 "E 13.34' L73 N3W28'00"W 20.94' L74 N51'25'29 "E 18.46' L75 N33'18'44 "E 20.10' L76 - N2556'11 "W 11.84' L77 S6224'52 "W 40.08' L78 N61 12.42' L79 N31'47'04 "W 10.72' =L80 -- 1429'18'20 "E 28.92' L81 N49'04'54 "E 16.68' L82 N11'04`06 "E 33.71' L83 NO2'59'38 'W 18.73' L84 N44'4253 "E 14.02' L85 S85'06'14 "E 8.88' L86 N39'05'31 "E 19.78' L87 S4423'59 "E 29.20' L88 N86'43'08 'E 15.66' L89 S7253'26 "E 13.58' L90 S18'55'11 "E 18.22' L91 N7315'17 "E 25.36' L92 N19'52'01 "E 23.19' L93 S69'49'29 "E 13.48' L94 S43'31'01 "E 14.67' L95 N5738'50 'E 24.59' L96 N235W25 "E 32.07' L97 N4T35'25 "W 18.37' L98 N04'06'43 "E 39.23' L99 N10'59'58 "W 12.42' 1_100 S38'53'50 "W 11.13' L101 N57'1 2'08 "W .59.55' L102 N1355'20 "E 14.50' L103 N16°27'19 "W 26.34' L104 N60'57'40 "W 27.79' L105 N24'46'26 "E 35.50' L106 N22'I8'46 "W 25.57' L107 NO33229 'W 20.58' L108 N3526'27 "E 27.59' L109 N53'39'01 "E 17.53' L110 S61'45'43 "E 24.17' L111 S03'1 238 "W 10.41' L112 S49'54'10 "W 13.63' L113 S32'25'15 'E 21.50' L114 S8114'16 'E 21.15' L115 N261 5'52 "E 42.56' L116 N6T09'05 'E 11.80' L117 N22'45'31 "W 10.61' -1118 N61 -W 36.25' L119 N15'06'56'E 18.09' L120 S801 2'50°E 28.62' L121 N89'25'03 "E 34.40' L122 S0010'02 "W 14.56' L123 S7444'31 "E 14.42' L124 N58'34'16 "E 11 -99' L125 N10 "E 22.48' L126 N21'43'34 "W 15.17' L127 NOS'48'06 "W 33.04' L128 N49 48'42 "W 27.75 PRO LINE TAB LINE BEARING LE NGTH L129 N57'28'15 'E -- 15.84' L130 N86'36'47 'E 21.47' L131 N6345'12 "E 16.60' L132 S88'03'53 "E 19.24' L133 N00'13'14 "W 52.76' L134 N58'52'12 "W 33.53' L135 NO3'36'08 "E 8.69' L136 N71'35'30 "E 30.49' L137 S36'04'13 "E 12.64' L138 S21'28'32 "E 11.03' U 39 S53'00'24 "E 18.50' L140 N64'57'38"E 29.10' 1141 N16 16'29 "E 14.91' L142 N07'11'28 "W 31.85' L143 N16'30'52 "W 12.42' t744 - N5316'1�r `T L145 N46'10'12 "E 45.62' U 46 N23'47'04 "E 31.56' L147 N55'10'17 "E 38.21' L148 N1510'40 "E 23.40' L149 N16'25'37 "W 13.70' L150 N52'09'40 "E 20.23' L151 N42'51'28 "E 24.26' L152 N25'52'38 "E 16.97' L153 S41'4524 "E 18.29' L154 S31'05'49 "E 33.90' L155 N8233'51 "E 15.67' L156 N3334'57 "E 17.61' L157 N13'O6'OeE 37.03' L158 N09'21'02 "E 21.50' L159 S76'42'49 "E 13.35' L160 S40'11'08 "E 16.93' Li 61 N84'46'52 "E 27.11' L162 N37'5W58 'E 15.47' L163 N72'20'54 "E 16.56' L164 S4343'07 "E 14.90' -165 S28'06'27 "W 22.47' L166 S37*40'10 "E 14.52' L167 N68'00'23 "E 28.85' L168 N20 05 "03 "E 10.04' L169 N47'51'47 "E 48.03' L170 N83'36'54 "E 11.09' L171 S43'00'41 "E 11.68' L172 S13 "32'36 "E 25.95' L173 S4438'54 "E 9.57' L174 S69'24`07 "E 14.79' L175 N67'11'51 "E 11.00' L776 N16'06'47 "E 12.52' L177 N20'44'35 "W 22.77' L178 N15'3128 "E 24.15' L179 N3755'28 "E 28.40' L180 N12'02'46 "E 15.91' L181 N01'56'39 "E 15.67' L182 N67'44'04 "E 33.50' L183 N09'30'09 "E 15.21' L184 N67'03'28 "W 33.00' L185 N29'59'24 "W 24.91' L186 N30'00'26 "E 19.86' L187 N1632'20 "E 33.29' L188 N5616'30 'E 13.34' L189 S6656'18 "E 24.63' L190 N62'01'50 "E 70.59' L191 N09'57'20 "E 36.26' L192 N2812'33 "E 16.67' PROP LI NE T BL E LINE BEA RING LENG L193 N7218'52 "E 28.98' L194 N5833'37 "E 33.77' L195 N24'09'11 "E 20.85' L196 N20'54'08 "W 26.36' L197 N15'00'11 "E 24.70' L198 N71'00'32 'W 22.41' L199 N37'08'27 "E 50.45' L200 N44'17'26 "E 53.58' L201 S8935'24 "E 7.77' L202 S73'5732 "E 8.92' L203 N31'55'10 "E 14.32' L204 N08'1 4'00 "W 9.23' L205 N4327'1 4"W 12.71' L206 N64'57'16 "W 12.15' 1207 N21'27'21 "W 8.27' _L208 -- N40'49 25 "E 24.12' L209 N71'41'35 "W 21.60' L210 N79'41'04 "E 13.11' L211 S47'1 2'03 "E 19.96' L212 S6347'38 "E 43.07' L213 N77'05'07 "E 36.24' L214 S58'50 56"E 385:07' L215 N88'11'55 "E 54.34' L216 N10'26'52 "E 68.69' L217 N76'29'19 "E 106.91' L218 N14'57'33 "E 124.33' L219 N50'29'28 "E 194.84' L220 S73'54'1 7 "E 292.91' 1_221 S89 47'00 "E 105.94' L222 S53'1 8'26 "E 140.00' L223 S77'50'04 "E 120.42' L224 S46'02'441 'E 263.11' L225 S77'54'47 "E 96.12' L226 S45'30'28 "E 88.71' L227 S63'29'08 "E 462.95' L228 S4656'25 "E 139.35' L229 S60'5V38 "E 162.54' L230 S50'28'43 "E 205.93' L231 S68'50'54 "E 139.10' L232 S64'51'26 "E 246.62' L233 S59'38'53 "E 338.83' L234 S54'55'35 "W 18.58' L235 S29'0539 'E 8.54' L236 S15'25'45 "W 7.37' L237 S71'12'10 "W 17.94' L238 S38'32'01 "W 22.18' L239 S38'4346 "E 17.39' L240 S15'26'25"W 25.69' L241 N84:24!1 5"W 21,02' L242 S05'11 5'36"W 23,17' 1243 S8TI8'12 "W 20.45' L244 S19 4.5'48"E 15.82' L245 S8913 "W 10:45' LZ46 S65'51'29 'W 30.38' L247 N15'32'14"W 17.62' L248 N4939'38 "W 16.24' L249 I S6658'09 "W 17.43' L250 N26 27'22 "W 14.53' L251 N1 9'59'28 "E 11.53' L252 N5836'30 "W 30.87' L253 S891 5'30 "W 18.71' L254 N54'05'30 "W 28.85' L255 N21'36'15 "W 13.22' L256 S50'03'51 "W 8.58' PAID= AREA FUR LICK .CFM PAM al DMNG SURFACE LOCATION McCULLOUGH- McCULLOUGH NO 1 , 1 � 1 RESERVE TRACT 309.667 ACRES �j`,� FymnNG OF THE 642.82 ACRE PRODUCTION P P SINGLE FAMILY ANDERSON- STEPHEN TRACT RESIDENCES ZONED A-0 PROPOSED LAND USE 1 } SINGLE.FAMILY RESIDENTIAL - (A -0R) r j FERGUSON.BURLESON COUNTY + r LOW DENSITY GAS GATHERING SYSTEM 115 DWELLING UNITS 30' WIDE PIPELINE EASEMENT 1 ' 1723/58 ISDNG ACCESS ROAD (12' WIDE GRAVEL ENMT) fi FUTURE 35' RIGHT -OF -WAY DEDICATION (3.065 AC.) r rTr +u rtr rl' P 1?4FfC PA N �WAY / CFM PAW OIL WELL PRODUCTION PAD i / PROPERTY LINE TABLE LINE BEARING LENGTH L257 N6.1'40'55 "W 48.37' L258 N2327'07 "W 8.36' L259 N6911'21 "W 43.18' L260 N79'35'16 "W 32.31' L261 S70'36'41 "W 448.82' L262 S2742'00 "W 11.78' L263 S17'5256 "W 10.54' L264 S05'14'22 "E 8.67' L265 S4650'57 "E 23.87' L266 N75'51'2eW 21.30' 1_267 S2823'05 'W 29.86' L268 S4530'44 "W 19.61' L269 S3018'45 "W 8.90' -270 S31 22 "E 7.47' L271 S06'33'47 "E 11.40' 'L272 ' S28 4S ZSft 6.9 L273 S55'25'09 "W 29.86' L274 S79'51 *40"W 9.79' L275 N8654'50 "W 1.2.43' L276 N37'05'39 "W 4.45' L277 S81'47'27 "W 7.57' L278 S68 'W 10.98' L279 S4817'12 "W 13.55' L280 S7137'44 "W 18.01' L281 S81'25'03 "W 7.85' L282 S5835'21 'W 11.88' L283 S11'3546 "W 11.51' -284 S06 2543 "W 8.06' L285 S34'25'38 'W 9.73' L286 S3642'01 "W 11.95' L287 S48'03'30 "W 24.23' L288 S25'42'38 "W 7.58' L289 S1623'16 "W 24.09' L290 S0247 22 "E 8.14' L291 S18'44'16 "E 12.75' L292 S15 00'26 "W 7.50' L293 S42'11'57 "W 17.79' L294 S494547 "W 9.99' L295 S88'05'07 "W 8.30' L296 S81'57'40W 10.85' L297 S52'1 9'29 "W 11.19' L298 S09'55'05 "E 11.50' L299 S3757'45 "E 8.38' L300 I S57'31'37 "E 8.74' L301 N89'06'27 "E 7.48' L302 N67'43'01 "E 18.54' L303 S89'07'08 "E 6.11' L304 S2546'07 "E 52.13' L305 S11'4338 "E 12.01' L306 S44'OWOO'W 18.86' L307 N8113'52 "W 13.59' L308 N4015'56 "W 9.17' 1_309 N17'29'02 'E 19.05' L310 N6136'30 "W 7.15' L311 S6638'34 W 13.70' L312 S16'28'45 "W 35.23' L313 S25"43'1 2"E 18.79' 1_314 S48'37'22 "E 25.48' L315 S3V22'09"E 12.94' L316 S22'25'02 "W 23.07' L317 S19'36'48 "E 25.08' L318 S625630 "E 8.69' L319 S58'38'31 "E 27.86' L320 S46'40'44 "W 16.62' PROPERTY LI TABLE LINE BEARING LENGTH L321 S30'0823 "W 73.75' L322 S37'15'1 8 "E 28.20' L323 S72'44'58 "E 10.94' L324 S14'10'53 "E 26.56' L325 S15`IO'37 "W 24.49' L326. S05'02'18 "E 13.58' L327 S08'39'09 "W 9.53' L328 S57'44'51 "W 11.12' L329 S57 48'3eW 14.62' L330 S26'34'00 "W 18.49' L331 S49'04'38 "W 15.90' L332 S32'07'24 "W 33.20' L333 S36'O6'54 "E 9.58' L334 S60 "E 29.79' L335 N66'55'54 "E 10.45' 'L336 S20`I2'40 "E - 13.36' L337 S25'06'18 "W 14.13' L338 S44'16'41 "W 34.73' L339 S37'26'1 5 "W 26.93' L340 S3 '57"E 9.38' L341 S48'30'22 "E 21.14' L342 S61'1 3'44"E 11.22' L343 N72'56'1 WE 10.35' L344 S39'23'21 "E 9.19' L345 S35'1 9'40 'E 12.40' L346 S20'28'28 "E 17.33' L347 S09'05'1 0 'W 11.95' L348 S7310'23 "W 13.02' L349 S29'02'1 3 "W 42.34' L350 S34'06'39 'W 24.26' L351 S03'31'51 "W 19.19' L352 S25'22'09 "E 13.53' L353 S71'3726 "E 10.14' L354 S6547'57 "E 12.68' L355 S05'45'54 "W 6.40' L356 S63 "W 10.71' L357 S08'00'08 "W 79.05' L358 S1743'23 "W 187.73' L359 S35'07'02 "W 55.80' L360 S35'07'02 "W 62.23' L361 S14'05'21 "W 48.52' L362 S24'16'16 'W 68.70' L363 805'31'51 "W 101.99' L364 S57'09'26 "W 24.70' L365 S22'56'35 "E 33.09' L366 S42'OV22 "W 16.28' L367 S7 3 °51'06 "E 30.83' L368 S60'08'59 "E 21.80' L369 S4428'59 "E 28.82' L370 N69'5W31 'E 23.92' L371 N48'32'38 "E 6.44' L372 16'56'46 "E 7.38' L373 S0519'47 'E 81.21' L374 SO412'18 "W 86.44' L375 S39'34'53 'W 46.00' L376 S12'00'19 "W 52.48' L377 N76$0'30 "W 668.90' L378 N7549'22 "W 950.54' L379 N77 "W 216.05' L380 N80'51'54 "W 222.87' L381 X18337'36 "W 543.38' L382 N8317'33 'W 194.33' L383 N81'57'33 "W 623.98' 1_384 1480'33'13 "W 172.46' 1_385 N71'53 36 "W 152.52' L386 I N6235'48 "W 115.72' °L387 -L399 ARE NOT USED. ?jdfllGL - (A-OR) UNITS 0. PAD U.PTI. ` SALTWATER PIPELINE f r ISTING l` f, ACCESS ACCESS ROAD P (12. RAVEL WIDE PVMT) 2 PEONES APPARENTLY RUNNING ADJACENT TO WELL ACCESS ROAD AND 4 AVERAGING 15' FROM CENTERLINE OF ROAD. , PROPERTY LINE TABLE LINE BEARING LENGTH L400 N64'39'09"W 40.27' L401 N58713'56"W 172.99' L402 - N5754'47"W 222.23' L403 N50'28'06 W 291.23' L404 N49'29'34"W 126.18' L405 N5TO5'26 W 203.44' L406 N56'13'59"W 161.92' L407 N5T3B'26"W 135.91' L408 N58'33'36' W 117.15' L409 N5T44'00 'W 263.21' L410 N5T44'40"W 184.16' L411 S2721'36 E 14.83' L412 N15C36'04 "E 101.50' L413 I S61'56'52 "E 101.35' L414 SST31'29 "E 180.82' - L415 S43'02'41 "E 108.98' L416 S08'21'30"W 78.26' L417 S30'02'23 "E 80.89' L418 S08'01'30" W 223.07' L419 N59'17'25 "E 126.62' L420 N71'39'23 "E 141.46' L421 S4T58'20 "E 207.57' L422 S86'53'02 "E 82.92' L423 S20 5 91.08' L424 N78'00'48 "E 114.12' L425 S2TO2'49 "E 145.11' L426 S62'10'04"W 138.56' L427 S24'52'46 "E 101.32' L428 560'54' 17 "E 143.33' L429 S61'42' 14 "E 41.86' L430 S7702'49 "E 384.54' L431 SON12'47 "E 104.56' L432 S45'56'03 "E 588.70' L433 S33'58'43 "E 183.04' L434 S2743'04"W 44.71' L435 S50'1 6'50 "E 145.29' L436 N83'28'20 "E 101.20' L437 S8046'37 "E 163.21' L438 S55'17'10 "E 196.42' L439 S8T12'02 "E 160.51' L440 N21'1224 "E 183.61' L441 S7W34'26 "E 226.19' L442 S72'01'30 "E 130.47' L443 S06'49'19"W 107.54' L444 SBC54'25 "E 288.77' L445 N41'44'17 "E 118.80' L446 S38'00'58 "E 296.53' L447 N2T13'13 "E 104.04' L448 S6T31'36 ' E 150.92' L449 S38'1 1'40 "E 66.20' L450 N7WD6'16 "E 1 217.62' I S78 VICINITY MAP SUBJECT TRACT `ROCK PRAIRIE ROAD GREENS PRAIRIE ROAD NOT TO SCALE r 'K r-7--7- /- - r r r f141.4A. NOT PLATTE �' ! ' /�% / ,� 7 " • ' ZONED A -0 ND USE - SINGLE IC LOW Y N/F WILLIAM E. J 12.50 AC. ` 856/446 NOT PLATTED ZONED A -0 N/F D USE - OPEN /UNDI PAUL ASHTON BOATRIGHT �- 10.00 AC. 367/806 ' NOT PLATTED ' ZONED A -0 L %AN USE - OPEN /TOPED N/F CHARLES P JR & DEBRA J SIKE f- 'tip 144.43 AC. NOT PLATTED ZONED A -0 x ,.. LAND USE - AGRICULTURAL /OPEN CiTY OF. COLLEGE STATION BRAZOS (LICK CREEK PARK) -- COLLEGE C O UNY 527.59 AC. - _ _ SINGLE - FAMIL NOT PLATTED STATION RESIDENCES ZONED A -0 LAND USE -PARK , f ff f PRO LINE TABLE UNE BEARING LENGTH L451 S46'1 7'28 "E 112.21' L452 N61'48'22 "E 114.24' L453 N29'47'04 "E 150.80' L454 N24'12'41 "E 250.57' L455 S61'34'06 "E 66.57' L456 S74'00'1 8"E 87.54' L457 S4245'53 "E 126.99' L458 S78'36'45 "E 156.48' L459 Nl V06 *18 "E 91.50' L460 N83'30'37 E 231.06' L461 S63'4445 "E 123.50' L N51'50'09 "E 205.06' L463 N07'04'52"W 45.97' L464 S7T16'47 "E 1 04.80' L465 S60'33'1 4 "E 216.04' L466- - S69'08'44 "E 166.96' L467 N85'11'49 "E 109.77' L468 S26'1 5'07 "E 146.62' L469 S76'13'18 "E 49.28' L470 N65'07'1 2"E 216.68' L471 N40'14'01 "E 115.33' L472 N05'51'27W 105.65' L473 N2T22'26 "E 121.29' L474 S62710'38 "E 184.05' L475 N51'1 1'56 "E 202.79' L476 S35'15'12 "E 176.15' L477 S84'13'1eE 98.71' L478 S3TO7'35 "E 121.23' L479 N51'40'15 "E 285.17' L480 N25'09'12 "E 112.19' L481 N84 45'33 "E 78.15' L482 N00'46'40"W 136.26' L483 N51*54'1 6"E 72.85' L484 N55'24'43W 38.17' L485 NOV23'53 "E 46.85' L486 N1 1'44'55 "E 215.97' L487 N6628'45 "E 175.92' L488 N89'54'51 "E 26.02' L489 N79'23'33 "E 219.81' L490 S86 24'45 "E 172.59' L491 S81'15'29 "E 131.85' L492 S73'17'07 "E 351.58' L493 S6T08'30 "E 224.55' L494 S62'26'45 "E 155.81' L495 S60'43'25 "E 257.85' 1_4 96 S61'20'14 "E 364.50' L497 S62'5433 "E 150.90' L498 S6725'04 "E 164.90' L499 S72'12'36 "E 163.27' 1_500 S75'58'1 1 "E 176.78' L501 53'51 "E 237.16' SU 642.82 ACRE WILLIAMS CREEK 211.14 ACRES AND 14 OOM NATHAN CLAMPITT SURVEY, A -90 S.W. ROBERTSON SURVEY, A -202 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 " =400' APRIL, 2004 (REVISED) OWNERS: Stan & Jean Stephen Carol M. Anderson Family No. Two, L.P. 2504 River Forest 2514 Memorial Drive Bryan, Texas 77802 ENGINEER: Bryan, Texas 77802 SURVEYOR: EY0 . R DEVELOPER: D ER: E L P T EXLON S.M. Kling, RPLS No. 2003 Joe and Janet Johnson General Contractors Kling Engineering Land and Investments, L.P. Ginger Urso, P.E. & Surveying Y� 9 1400 South Commercial St. 1707 Graham Road P.O. Box 4234 Coleman, Texas 76834 College Station, Texas 77845 Bryan, Texas 77805 (325) 625 -2124 (979) 690 -7711 (979 846 -6212 Af FILE me Chu"'OPY