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''''111..'''''2.:, Iji:i !� I ai!tN_ D r cn �: 11' .g „G gNY1 i o o 5 F m apppp "s iiii< pRqql r''jm 1m 2 'noK 0) 0D lei; :i 1 \\� ;{ 4 .� SIA 111.11. , _ie. 0>°° mnAm . mm , d'i A - ; 4i1I '�1 n Z1 s 1 rc gA rn mm umiWm ,mO t E O w flL " fill flitfTh • l W/F JAMES T. CARLL 40.942 AC. TR. (NET) 1682/265 NOT PLATTED ZONED A-0 LAND USE- AGRICULTURAL/OPE TEXAS MUNICIPAL POWER ` AGENCY L, / / / 2 �1 70' WIDE ELECTRIC U�' NE ! 4 / EASEMENTj�r 1251/663 A)`R r� J4fJJ�����,, ;7J fu �j Q vA �r� n p� OF T A NDERSO'1 p�� Vl\9 � q9. PRODUCERS GAS CO. �4y PROP SI 50WDE PIPELINE SINGLE FAMLI � ., F 411/108 �1N'/F HARTZELL ELKINS / f 4 22 D EI Y? 35.37 AC. / /v! s 1920/323 g�. NOT PLATTED ZONED A-0 �- LAND USE- + AGRICULTURAL/OP / ISTiNG SURFACE LOCATION 'FERGUSON-BURLESON CO. cCULLOUGH-OLDEN NO. 1 a GATHERING SYSTEM CL 30' WIDE PIPELINE EASEMENT - (A -OR) ITY UNITS l % ' PIIAS 1 ` . r 17 tVOL. 6533 PG. 131 BLOCK 1 16 1723/58 / /� j U.P.T.I. Q ` i SINGLE FAMILY. J ! SALTWATER itIBLOCKI 6RESIDEN, rl /i .y PIPEUNE4:PRODUCERS GAS CO. s ; 7 CL 50' WIDE t f 7 �, I L PIPELINE EASEMENT / /y 2 PIPELINES /' Q 3 4V 411/104 f/��a APPARENTLY,r1. B i'K3 / f RUNNING ADJACENt f } 13 TO WELL ACCESS EY�� ! •�+ P a EXISTING f? i i 4 g WILL RESERVE TRAVT'*. X' PADDUCTtON i 0701 12 SUB 4 YEAR FLOODPLAIN -100 /V'/ q�;_„__.----- WILLIAMS CREEK SUBDIVISION f 211.14 ACRES / ZONED A -OR SINGLE FAMILY RESIDENTIAL d LOW DENSITY 12 DWELLING UNITS v 12.8 ACRES 1 J 16' WELLBORN y C C� SPECIAL UTILITY Jr 62.3 / ACRES �; U.P.T.1. L89 m 1 8 P E 2 DlsrRicr wATERUNE / r SALAD . 6 45 G. 149 6 �; OF THE 642.51 ACRE PIPELINE /, 9 4 20 41 �" /� � ,� p / � � 11 21 � SINGLE FAr►�.,Y R>Es� ANDERSON -STEPHEN TRACT LOW D /l e a 22 25 )m G UNIl II S ZONED A -O _ PRODUCERS GAS CO. ISTiNG 1 CL 30' WIDE PROPOSED LAND USE- l // pCCESs ROAD PIPELINE f " ,J % SINGLE FAMILY RESIDENTIAL - (A -0R) \ p r j (12' WIDE l/ -' Pim /37 GRAVEL j" f� i PROPOSED LAND USE- LOW DENSITY 2 / 4 / l RETAIL REGIONAL 48 DWELLINGUC S o BURLESON COUNTY NOTE .' ! GAS GATHERING SYSTEM y 2 PIPELINES APPARENTLY BLOCK 2 SOUTH pbrOyER 15' WIDE PIPELINE EASEMEM RUNNING ADJACENT TO ' OF 8(tAZOS CIX1}�y / 1949/315 WE il ACCESS ROAD AND�'O 3 Y._ •� �� E� 19.53 ACRE TRACE \ AVERAGING 15' FROM a `vol 3435, PG. 131 / \ C84TERUNE OF ROAD. v BRYAN y \ ` 20' WIDE f�c5.3 ACRES �^•o`er' � „�,,•/'•/'" ]�� v �.� SINGLE SIIII RESEDENTML MfnAL IIDWELLINGUNrfS 1.2, 15.4 ACRES 00 �{EAR FOOD WILLIAMS C STATES' - of 116.81 ACRES i; CURRENT ZONING A -P) � P ' SINGLE FAMILY RESII1<DrENTIAL LOW DENSr< Y 60 YDWIELLENG 3JNITS p 103.6 ACRES t PRIVATE STREET 8 - 5.0 ACRES RIGHT -Y PUBLIC SINGLE FAMMY - RIGHT-OF-WAY RESENTL LOW DENSrArLY 1.5 ACRES 4DWEL11NGUNTrS ` �'\ / / EELEAs�E �?Da r.. 3 CITY OF BRYAN 4A ACRES �/. ` 98/83 RO=�,� �� ll BLOCK4 9 =��--zo`wID�ES�Ettt � F�'UR5' RIGHT-OF-WAY Qs /` G' p J WIffJLOW OLIN 8 \ ° ) COLLEGE STATION R20 IGHT- E EITUWA Q - -�- 3n 3.0 ACRES DETENTION 98/83 COLLEGE STATION DEDICATION -CI -960 6 A(�. PRE -2002 LEGE 10 7 AREA -1.80 AC. CITY LIMIT UNE o EASEMENT ✓ a 7 ---`� " �� CITY LIMIT UNE 6499/27 :�--..... - _. _ nETEN1TON.- Ji _ = x : t^dr.-.--"-•--'.,. CO. - - - y . _ .r 1_689 t He11 PEBBLE CREEK DEVELOPMENT '• .� y - - 6 ._...�.x M .� - fi. 295.169 AC. S "t"' x dao PRAIRIE ROAD- 5138/86NOT 9 Y- ROCK ` 8 ZONED A-0 F Ggg2 ` �� -2 OF EXISTING TitALWA o ~ LAND USE-OPEN/UNDEVELOPED � 4£v► ' `tea.-_;..�--y � 4 h � ENT WIDE Gw'VEL PAVEM�) FUTURE 35 RIGHT -®F -WAY DEDICATION (1.510 AC.) COLLEGE ECONOMIC DEVELOPMENT FOUNDATION FUTURE 35° RIGHT-OF-WAY 35' DIGHT -OF -WAY 65.00 AC. VICINITY MAP ®�®I�Q�IN (0.934 AC.) 1422/133 35 IGHT- FAIVAYDEDICATION (1:039 AC.) ZONED a-0 SUBJECT DEDICATION (0.652 AC.) PEBBLE CREEK DEVELOPMENT CO. LAND USE - TRACTS 295.169 AC. OPEN/UNDEVELOPED 5138/86 NOT PLATTED ZONED A-0 LAND USE-OPEN/UNDEVELOPED b. `'ROCK PRAIRIE I ROAD GREENS PRAIRIE ROAD NO 1b SCALL+ - )TES: CURRENT TITLE APPEARS TO BE VESTED IN STAN & JEAN STEPHEN FAMILY NO. TWO, L.P. AND CAROL M. JDERSON BY VIRTUE OF THE FOLLOWING DEEDS RECORDED IN VOL. 886, PG. 336, VOL. 897, PG. 778, VOL. 508, PG. 224, VOL. 3375, PG. 9, AND VOL. 3882, PG. 330, JOHNSON INVESTMENTS, INC IN VOL. 6533, PG. 1, AND JOE AND JANET JOHNSON IN VOL. 6578, PG. 220 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, :XAS. THE BASIS OF BEARINGS IS TRUE NORTH DETERMINED BY SOLAR OBSERVATION AND CALCULATED USING THE )UR ANGLE METHOD, WHILE OBSERVING 0 LATITUDE: 30'35'13", LONGITUDE: 96'14'41" ON OCT. 12, 1991, ;ING THREE DIRECT AND REVERSE POSITIONS WITH ROELOFS' PRISM. A PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD SURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 481195 & 480083, NEL NO. 205D, MAP NO. 48041 CO205D, EFFECTIVE DATE: FEBRUARY 9, 2000. FLOODPLAIN SHOWN HEREON IS ;ALED FROM SAID MAP. THE PROPOSED STREET ALIGNMENTS SHOWN ON THIS PLAN ARE IN THEIR APPROXIMATE LOCATION AND THE 'TUAL ALIGNMENTS WILL BE DETERMINED DURING THE PLATTING PROCESS. THERE WILL BE NO DRIVEWAY ACCESS TO ROCK PRAIRIE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO )CK PRAIRIE ROAD IN THE WILLIAMS CREEK AND WILLIAMS CREEK ESTATES SUBDIVISIONS. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS IN SECTION -1.11 OF THE SUBDIVISION ORDINANCE WITH ROADSIDE DITCHES IN LIEU OF CURB AND GUTTER. THE STREET ;CESS TO -A PAVED ROADWAY FOR-THE-WILLIAMS_ CREEK SUBDIVISION WILL BE PROVIDED _BY A PROPOSED 'BEET TO GREENS PRAIRIE ROAD. ACCESS TO ROCK PRAIRIE ROAD, WHICH IS CURRENTLY AN UNPAVED )ADWAY, IS ALSO PROPOSED. THE DEVELOPERS OF WILLIAMS CREEK AND WILLIAMS CREEK ESTATES 1BDIVISIONS AND THE OWNERS OF THE ANDERSON -STEPHEN TRACT HAVE NO INTENTION OF PAVING OR )GRADING ROCK PRAIRIE ROAD. IN ACCORDANCE WITH THE CITY OF COLLEGE STATION DRAINAGE POLICY & DESIGN STANDARDS, STORM JNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO DETENTION FACILITIES, DIRECTLY INTO THE .00DPLAIN OR INTO EXISTING DRAINAGES LOCATED ENTIRELY WITHIN THIS DEVELOPMENT, WHICH FLOW INTO THE .00DPLAIN. DRAINAGE EASEMENTS WILL BE PROVIDED AS REQUIRED BY SECTION 12-J OF THE SUBDIVISION RDINANCE. SIDEWALKS ARE NOT REQUIRED ON RURAL RESIDENTIAL AND COLLECTOR STREETS AND ARE NOT PROPOSED )R THESE SUBDIVISIONS. THE BIKE/PEDESTRIAN PATH SHOWN ON THE BIKE AND PEDESTRIAN MASTER PLAN IS SHOWN ON THIS PLAN. I. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT AND THE CITY - COLLEGE STATION, SINCE THE WATER SERVICE CNN BOUNDARY IS THE PRE -2002 COLLEGE STATION CITY NIT LINE. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION )ECIFICATIONS AND STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO =ET FIRE PROTECTION REQUIREMENTS. . ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE, dD ALL LOTS IN THE WILLIAMS CREEK ESTATES SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE. LOTS IN )TH WILL HAVE AN ON-SITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL -QUIREMENTS OF THE BRAZOS COUNTY HEALTH DEPARTMENT. DRAINAGE EASEMENTS SHALL NOT BE CONSIDERED PART OF THE LOT AREA FOR THE MINIMUM LOT SIZE REQUIREMENTS. A GRAVITY SANITARY SEWER MASTER AN FOR THIS SUBDIVISION WILL BE DESIGNED AND SUBMITTED IN ACCORDANCE WITH SECTION 12-R.3, kNITARY SEWER MASTER PLAN. '. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE RE -2002 CITY LIMIT LINE FOR COLLEGE STATION IS SHOWN ON THIS PLAT. LOTS THAT FALL INSIDE THE 2E-2002 COLLEGE STATION CITY LIMITS WILL BE SERVED BY THE CITY OF COLLEGE STATION ELECTRIC SERVICE. i. WILLIAMS CREEK ESTATES SUBDIVISION MAY BE A GATED SUBDIVISION WITH PRIVATE STREETS. I111'zC121');19' ® PROPERTY BOUNDARY = -1_,r}, FUTURE BIKE/PEDESTRIAN - - - - PROPOSED UTILITY EASEMENT PATH (APPROX. LOCATION) a PROPERTY CORNER W= I ;°� 2 COLLEGE STATION CITY LIMITS !, RIGHT-OF-WAY LINE EDGE OF PAVEMENT b RUNOFF FLOW DIRECTION ----��-- EXISTING PIPELINE _ ------ OVERHEAD ELECTRICAL LINE' , ! 100 -YEAR FLOODPLAIN LIMITS -- •- ---- EXISTING FENCE !1 PROPERTY LINE TABLE LINE BEARING LENGTH L1 N3434'46"E 45.19' L2 N43 -35'51"E 39.37' L3 N65 -08'02'E 53.93' L4 S6523'31 "E 40.89' L5 S83'21'33"E 74.44 L6 N4352'05"E 21.57' L7 N31 *14'35"E 39.55' L8 N12'48'03"W 28.29' L9 N20'3637"E 29.36' L1O N21'32'56"W 27.64' L11 N37 -07'43"W 26.76' L12 N0832'21"E 26.35' L13 N12'2735"E 48.58' L14 N19'16'46"W 15.80' L15 N19'25'07"W 25.90' L16. N46'i6'2eE 12.11' L17 N44'4S35"E 27.76' L18 N33'3605"E 21.55' 1_19 N723556"E 13.53' L20 N35'51'1 3"E 22.37' L21 N24'21'12"E 24.05' L22 N86'05'55"E 12.83' L23 N43'58'54"E 66.65' 1_24 --N23-57'4eE 24.15' L25 N33'2S29"W 29.64' L26 N484604"E 22.40' L27 S67'0649"E 6.85' L28 N54'50'41"E 49.25' L29 N11'5501E 23.02' L30 N67'4V27"W 15.04' L31 N31'22'29"W 15.20' L32 N46 -05'39"E 14.79' L33 N26'55'31"E 11.36' L34 N68'2723"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 N52'47'17"E 35.66' L39 N30'45'44"E 29.45' L40 N4948 49.47' 49.47' L41 N04'14'54"E 24.86' L42 I N67°26'54"W 15.28' L43 S61'2715"W 7.35' L44 S79'51'59"W 21.79' L45 N10'31'58"W 11.47' L46 N41'09'02"E 23.21' L47 56951'25E 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°49'25W 12.22' L54 N06'32'47"W 18.12' L55 N3726'29"E 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' L60 N04'12'15"W 23.05' L61 N25'21'56"E 23.57' L62 N47'42'20"E 17.89' L63 N30'19'18"E 27.94' L64 N19'48'36"E 36.17' L65 N32'4..'28E 24.97' L66 N82'34'27"E 17.22' L67 S4-C31I06"E 7.55' L68 Sl 356'57" 13.09' L69 NE 19.90' 19.90, L70 N5554'01"E 12.63' L71 N39'O i 12"E 14.67' L72 N07'47'42"E 13.34' PROPERTY LINE TABLE UNE BEARING LENGTH L73 N3828'00"W 20.94' L74 N51'25'29"E 18.46' L75 N33'18'4eE 20.10' L76 N2556'11"W 11.84' L77 S62'2452"W 40.08' L78 I N61'20'34"W 12.42' L79 N31'47'04"W 10.72' L80 N29`18'20"E 28.92' L81 N49'04'54"E 16.68' L82 N11'O VO6"E 33.71' L83 N0259'38"W 18.73' L84 N4C42'53"E 14.02' L85 I S85'06'1 4!'E 8.88' L86 N39'05'31"E 19.78' L87 S44'23'59"E 29.20' L88 N86'43'08"E 15.66' L89 S72'53'26"E 13.58' 1_90 S18'55'11 "E 18.22' L91 N77,'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 N04'06'43"E 39.23' L99 N10'59'58"W 12.42' L100 'S38'53'50"W 11.13' 1_101 N57'12'08"W 59.55' L1702 N13'55'20"E 14.50' L103 N16'27'19"W 26.34' 1_104 N60'57'40"W 27.79' L105 1\124'46'26"E 35.50' L106 N22'18'46"W 25.57' L107 NO3'32'29"W 20.58' 1_108 N3526'27"E 27.59' L109 N53'39'01"E 17.53' 1_110 S61'45'43"E 24.17' L111 S03'1238"W 10.41' L712 S49'54'10"W 13.63' L113 S32'25'15"E 21.50' L114 S81*14'16"E 21.15' L115 N26'15'52"E 42.56' L116 N60'09'05"E 11.80' L117 N22°45'31"W 10.61' U18 N61'04'O8"W 36.25' L119 N15'06'56"E 18.09' L120 S8O'i 2'50"E 28.62' L121 N89 -25'03"E 34.40' L122 I SOO'10'02"W 14.56' L123 S74'44'31"E 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 N4948'42"W 27.75' L129 N5728'15"E 15.84' L130 N8636'47"E 21.47' L131 N63'4512"E 16.60' L132 S88'03'53"E 19.24' L133 N00'13'14"W 5276' L134 N58'52'12"W 33.53' L735 N0336'08"E 8.69' L136 1\171'35'30"E 30.49' L137 S36'0413"E 12.64' L138 S21 -28732"E 11.03' L139 S53'00'2eE 18.50' L140 N64'57'38"E 29.10' L141 N16'i6'29"E 14.91' L142 NOT11'28"W 31.85' 1_143 N1630'52"W 12.42' 1 1_144 N53'i6'14"W 9.40' PROPERTY LINE TABLE UNE BEARING LENGTH L145 N4610'12"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 I N52'09'40"E 20.23' L151 N42'51'28"E 24.26' L152 N25'52'38"E 16.97' L153 S41'45'24"E 18.29' L154 S31'05'49"E 33.90' L155 N82°33'51"E 15.67' L156 N33'34'57"E 17.61' L157 1 N13'06'OeE 37.03' L158 N09'21'02"E 21.50' L159 S76'42'49"E 13.35' L160 S40`11'08"E 16.93' L161 N8446'52"E 27.11' L162 N37'50'58"E 15.47' L163 N72'20'54"E 16.56' L164 S43'4S07"E 14.90' L165 S28°06'27"W 22.47' L166 S37'40'10"E 14.52' L167 N68'00'23"E 28.85' L168 N20'0503"E 10.04' _ L169 N47'51'47"E 48.03' L170 N83'36'54E 11.09' L171 S43'00'41"E 11.68' L172 S13'32'36"E 25.95' L173 S44'38'54"E 9.57' L774 S6924'07'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 N15'3128"E 24.15' L779 N37'55'28"E 28.40' L180 N12'02'46"E 15.91' L181 N01'56'39"E 15.67' L182 N67'44'04E 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 N16'32'20"E 33.29' L188 N56'i6'30"E 13.3e L789 S66'56'18"E 24.63' L190 N62'01'50"E 70.59' L191 N0957'20"E 36.26' L192 N28'12'33"E 16.67' L193 N72°18'52"E 28.98' L194 N58'33'37"E 33.77' L195 N24'08'11"E 20.85' L196 N20'54'08"W 26.36' L197 N15'00'11"E 24.70' L198 1 N11'00'32"W 22.41' L799 N37'08'27"E 50.45' L200 N44 -17'26"E 53.58' L201 S8935'2eE 7.77' L202 S73'57'32"E 8.92' L203 N3155'10"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'OeE 13.11' L211 S47'12'03"E 19.96' L212 S63°47'38'E 43.07' L213 N77'05'07"E 36.24' L214 S58 -50'56"E 385.07' 1215 N8811'55"E 54.34' L216 N10'26'52"E 68.69' PROPERTY LINE TABLE UNE BEARING LENGTH L217 N76 -29'19"E 106.91' L218 N1457'33"E 124.33' L219 N50'29'28"E 194.84' L220 S73'54'17"E 292.91' L221 S8947'00"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 S77'54'47"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 S60'5238"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 S29'05'39"E 8.54' L236 S1525'45"W 7.37' L237 S71'12'1O"W 17.94' L238 S38'32'01 "W 22.18' L239 S38'43'46"E 17.39' L240 - S15`26'25"W 25.69' L241 N84'24'15"W 21.02' L242 S05'15'36"W 23.17' L243 582'18'12"W 20.45' L244 S1945'48"E 15.82' L245 S89'13'48"W 10.45' 1_24.6 S65'51'29"W 30.38' L247 N1532'14"W 17.62' L248 N49'39'38"W 16.24' L249 S66'58'09"W 17.43' L250 N26 -27'22"W 14.53' L251 N19'59'28"E 11.53' L252 N58'36'30"W 30.87' L253 S89'15'30"W 18.71' L254 N54'05'30"W 28.85' L255 N21'36'15"W 13.22' L256 S50'03'51"W 8.58' L257 N61'40'55"W 48.37' L258 N23'27'07"W 8.36' L259 N6911'21"W 43.18' L260 N79'35'16"W 32.31' L261 S70'36'41 "W 448.82' L262 S27'42'00"W 11.78' L263 SlT52'56"W 10.54' L264 S05'1422"E 8.67' L265 S46'50'57"E 23.87' L266 N75'51'24W 21.30' L267 S28'23'05"W 29.86' L268 S45'30'44"W 19.61' L269 S301 V45"W 8.90' L270 S31'22'36"E 7.47' L271 S0633'47"E 11.40' L272 S28'43'29"W 6.94' L273 S55'25'09"W 29.86' L274 S79'51'40"W 9.79' L275 N86'5450"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 S81'25'03"W 7.85' L282 S5835'21 "W 11.88' L283 S11'35'46"W 11.51' L284 S06'25'43"W 8.06' L285 S3C25'38"W 9.73' L286 S36'42'01 "W 11.95' L287 I S48'03'30"W 24.23' L288 I S25'42'38"W 7.58' PROPERTY LINE TABLE LINE_ BEARING LENGTH L280 S7137'44"W 18.01'' L281 S81'25'03"W 7.85'' L282 S58'35'21"W 11.88' L283 S71'35'46"W 11.51'' L284 S06'25'43"W 8.06' L285 I S34'25'38"W 9.73" L286 S36°42'01"W 11.95' L287 S48'03'30"W 24.23'' L288 52542'38"W 7.58' L289 S16'23'16"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 S4945'47"W 9.99'.' L295 S88'05'07"W 8.30'' L296 S81 *57'42"W 10.85' L297 S52'19'29"W 28.82' L298 S0955'05"E 11.50'. L299 S37'57'45"E 8.38" L300 S57'31'37"E 8.74' L301 N89'06'27"E 7.48'' L302 N67'43'01"E 18.54' L303 S8907'08"E ` 6.11" - L304 S25'46'07"E 52.13' L305 S71'43'38"E 668.90' L306 S44'06'00"W -12.01'- 18.86' L307 N81'13'52"W 13.59! 1_308 N40'15'56"W 9.17''' L309 N17'29'02"E 19.05' L310 N61'36'30"W 7.15'i' L311 S6638'34"W 13.70' L312 S16'28'45"W 35.23' L313 S25'43'12"E 18.79'' L314 I S48'37'22"E 25.48 L315 S34'22'09"E 12.94' L316 S2225'02"W 23.07' L317 S19'36'48"E 25.08' L318 S6255'30"E 8.69' L319 S5838'31"E 27.86'i L320 546'40'44"W 16.62' L321 S30'08'23"W 73.76 L322 S37'15'18"E 28.20' L323 S72'4458"E 10.94' L324 S141O'53"E 26.56" L325 S15*10'37"W 24.49'' 1_326 S05 -0218"E 13.59 L327 S0839'09"W 9.531 L328 S57 -44!51"W 11.12' L329 S57'48'34"W 14.62'' L330 526'34'00"W 18.49' L331 S49'04'38"W 15.90" L332 S32'Ot'24"W 33.20' L333 S36'06'5eE 9.58'' L334 S60'32'48"E 29.79" L335 I 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' L339 S37'26'15"W 26.93' L340 S30'49'57"E 9.38' L341 S48'30'22"E 21.14' 1_342 I S61'1 3'44"E 11.22' L343 N72'56'18"E 10.36 L344 S39'23'21"E 9.19' L345 S35'19'40"E 12.40' L346 S20'28'28"E 17.33' L347 S09'05'10"W 11.96 L348 S73 -10'23"W 13.02' L349 S29'02'13"W 42.34' L350 S34'06'39"W 24.26' 1_351 1 S03'31'51"W 19.19' i22' W/DOF. G RA C P N4 W PAM= AREA A AY �E' M FOR uT) / CREEK PAA ENRK OIL WELL PRODUCTION PAD PROPERTY LINE TABLE UNE BEARING LENGTH L352 S25'22'09"E 13.53' L353 S71'37'26"E 10.14' L354 S6547'57"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 S17'43'23"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 S05'31'51"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 S13'51'O6"E 30.83' L368 S60°08'59"E 21.80' L369 S44'28'59"E 28.82' L370 N6956'31"E 23.92' L371 N48'32'38"E 6.44' L372 S1656'46"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 N76'50'30"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 N8337'36"W 543.38' L382 N83'17'33"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 I N62'3548"W 115.72' =L387 -L399 ARE NOT USED. L400 N64'39'09"W 40.27' L401 N58'13'56WV 172.99' L402 N52'54'47"W 222.23' L403 N50'28'06"W 291.23' L404 N49'29'34WV 126.18' L405 N52'05'26WV 203.44' L406 N56 -13.59-W 161.92' L407 N57'38'26"W 135.91' L408 N58'33'36"W 117.15' L409 N57'44'00"W 263.21' L410 N57*44'40"W 184.16' L411 S2721'36"E 14.83' L412 N6,V36'04"E 101.50' L413 S61'56'52"E 101.35' L414 I SST31'29"E 180.82' L415 I 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' 1_421 S42 -58.20"E 207.57' L422 S8653'02"E 82.92' L423 S20`22' l 5"E 91.08' L424 N78'00 48 E 114.12 L425 S2T02'49"E 145.11' L426 S62'10'04"W 138.56' L427 S24'52'46"E 101.32' L428 S60'54'1 7"E 143.33' L440 N21'12'24"E 183.61' L441 S78'34'26"E 226.19' L442 S72'01'30"E 130.47' L443 S0 6'49'19WV 107.54 1_444 S84-5e25"E 288.77' L445 N41'44' 17"E 1 118.80' L446 S38'00'58"E 1 296.53' PROPERTY LINE TABLE L447 N25'13'13"•E 104.04' L448 S6T31'36"E 150.92' L449 S38'11'40"E 66.20' L450 N79'06'16"E 217.62' L451 S46'17'28"E 112.21' L452 N61'48'22"E 114.24' L453 N29'47'04"E 150.80' L454 N2412'41 "E 250.57' L455 S61'34'06"E 66.57' L456 S7400'18"E 87.54' L457 S42'45'53"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 S63'44'45"E 123.50' L462 N51'50'09"E 205.06' L463 NOT04'52"W 45.97' L464 S7T16'47"E 104.80' L465 S60'33'14"E 216.04' L466 S69 -08'44"E 166.96' L467 N8511'49'E 109.77' L468 S26'15'07"E 146.62' L469 S76'13'18"E 49.28' L470 N65'07'12"E 216.68' L471 -- N40'1401"E 1-15.-33' L472 N05'51'27"W 105.65' L473 N2T22'26"E 121.29' L474 S62'10'38"E 184.05' L475 N51'11'56"E 202.79' L476 S35' 15'1 2"E 176.15' L477 S8413'14"E 98.71' L478 S32707'35"E 121.23' L479 N51'40'15"E 285.17' L480 N25'09'1 2"E 112.19' L481 N8445'33"E 78.15' L482 NOW46'40"W 136.26' L483 N51'54'16"E 72.85' L484 N5924'43"W 38.17' L485 NOC23'53"E 46.85' L486 N11'44'55"E 215.97 L487 N66'28'45"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' L525 N09 -56-58"E 52.48' L526 N3T31'32"E 46.00' L527I NOT08'57"E 86.44' L528 N07'23'08"W 81.21' L529 N1WOO'07"W 7.38' L530 S46'29'17WV 6.44' L531 S6T53'1O"W 23.92' L532 N4632'20"W 28.82' L533 N6TI2'20"W 21.80' L534 N15 -54'27W 30.83' L535 N39'57'01"E 16.28' L536 N24'59'56"W 33.09' L537 N55'06'05"E 24.70' L538 NO3'28'30"E 101.99' L539 N22'12'55"E 68.70' L540 NlT02'00"E 48.52' L541 N33'03'41 "E 62.23' L542 N33'03'41 "E 55.80' L543 N15'40'02"E 187.73' L544 N05 -56'47"E 79.05' L545 N61'05'18"E 10.71' L546 NO3'42'33"E 1_620 L547 N6T51'18"W 12.68' L548 N73'40'47"W 10.14' L549 N2T25'30"W 13.53' L550 N01'28'30"E 19.19' t U PROPERTY LINE TABLE PAD SINGLE FAMILY/\\ '� �'t,;1 RESIDENCES L552 FERGUSON BURLESONCOUN(Y ''• 42.34' GAS GATHERING SYSTEM ;! N71'07'02"E 30' WIDE PIPELINE EASEMENT L554 1723/58 a7 11.95' RESERVE TRACT N22'31'49"W 17.33' ' 193.15 ACRES 12.40' OF THE 642.51 ACRE N41'26'42"W 9.19' A ERSON-STEPHEN TRA 10.35' ZONED A-® N63'17'05"W 11.22' I� PROPOSED LAND USE °+ SINGLE FAMILY RESIDENTIAL - (A -OR) N32'53'18"W LOW DENSITY I(' N3622 -54"E 26.93' 51 DWELLING UNITS. N42'13'20"E 34.73' i (STING ' ACCESS ROAD %1 (12' WIDE t GRAVEL PVMT) FUTURE 35'RIGHT-0F-WAY J z(, _ DEDICATION (1.199 PROPERTY LINE TABLE L551 N32'03'18"E 24.26' L552 N2658'52"E 42.34' L553 N71'07'02"E 13.02' L554 NOT01'49"E 11.95' L555 N22'31'49"W 17.33' L556 N3T23'O1 "W 12.40' L557 N41'26'42"W 9.19' L558 S70'52'57"W 10.35' L559 N63'17'05"W 11.22' L560 N50'33'43"W 21.14' L561 N32'53'18"W 9.38' L562 N3622 -54"E 26.93' L563 N42'13'20"E 34.73' L564 N23'02'57"E 14.13' L565 N271601'W 13.36' L566 S64'52'33WV 10.45' L567 N6T36'09"W 29.79' L568 N38'10'15'1N 9.58' L569 N29'58'03"E 33.20' L570 N4TO1'17'E 15.90' L571 N24'30'39'E 18.49' L572 N55!45'1 3"E 14.62' L573 N55'41'30"E 11.12' L574 N06'35'48"E 9.53' -1_575- -_ •z NOTC5-..9"W- z -- .58_ - 1.. L576 N 13!07'1 6"E 24.49' L577 1 N16'1,V14"W 26.56' L578 N74'48'1 9"W 10.94' L579 N39'18'39"W 28.20' L580 N28'05'02"E 73.75' L581 N44 37'23"E 16.62' L582 N60'41'52"W 27.86' L583 N6458'51 "W 8.69' L584 N21'40'09"W 25.08' L585 N20'21'41 "E 23.07' L586 N36'25'30'W 12.94' L587 N50'40'43"W 25.48' L588 N2T46'33"W 18.79' L589 N1425'24"E 35.23' L5901 N64'35'13"E 13.70' L591 I S63'39'51 "E 7.15' L592 S15'25'41WV 19.05' L593 S4719'1 7"E 9.17' L594 S83'17'13"E 13.59' L595 N4TO2'39"E 18.86' L596 N1346'59"W 12.01' L597 N2T49'28"W 52.13' L598 S88'49'31"W 6.11' L599 S65'39'40"W 18.54' L600 S8T03'O6WY 7.48' L601 N59-34'58WV 8.74' L602 N40'01'06"W 8.38' L603 N11'58'26WV 11.50' L604 N50'16'08"E 11.19' L605 N79'54'21 "E 10.85' L606 N86'01'46"E 8.30' L607 N4T42'26"E 9.99' L608 N40'08'36"E 17.79' L609 N12'57'05"E 7.50' L610 N20'47'37'W 12.75' L611 N04 50'43"W 8.14' L612 N 14'19'55"E 24.09 L613 N2339'1 7"E 7.58' L614 N46'00'09"E 24.23' L615 N34 38'40"E 11.95' L616 N3T22'17"E 9.73' L617 N0422'22"E 8.06' L618 N09'32'25"E 11.51' L619 N56'32'00"E 11.88' 1_620 N79* 1'42"E 7.85 L621 N69'34'23"E 18.01' L622 N46'13'51"E 13.55' L623 N6645'28"E I 10.98' PAM= ARFA FUR UCK Citm° PARK t,1 t / UF-,� s` Sf GLE •7 !. r a J / y,� 7lr%,�f l%/!J `ff� j/ J,!j� ! /i r'i/i % jf, /Jf j•/% f //�'rf / } " �/ , ES rE. /JAWRCI r/1 1/Of-/WAY �. ZONED A-0 /r :SAND USE -SINGLE Ij LOwDENS Il ; f',/,, f r //` f" /ff / i r �/ ji l �i l;•- l " f f �i ./; N/F WILLIAM E J19 % // 12.50 AC. 856/446 NOT PLATTED ZONED A-0 u N/F \ D USE-OPEN/LINDEy PAUL ASHTON BOATRIGHT 10.00 AC. , 367/806 NOT PLATTED' 1� ZONED A-0 t� D USE-QPEN/Uyf�il=LOPED ' " ' N/F CHARLES P JR & DEBRA J SIKE�S.j%f 144.43 AC. NOT PLATTED ZONED A-0 LAND USE-AGRICULTURAL/OPEN 1 / t ! :k. CITY -OF COi1EGE STATTG+i _ 1 EPUZOS _ _ _ -7- (LICK (LIC 527.59 AC.. COLLEGE �' COUNTY SINGLE FAMILY ! / NOT PLATTED�'7'� �'�®�j RESIDENCES/' / r f ZONED A-0 LAND USE -PARK PROPERTY LINE TABLE L624 N79'44'06"E 7.57' L625 S3WO9'00"E 4.45' L626 588'58'11"E 12.43' L627 N77'48'19"E 9.79' L628 N53'21'48"E 29.86' L629 N26'40'08"E 6.94' L630 N08'37'08"W 11.40' L631 N33'25'57"W 7.47' L632 N28'15'24"E 8.90' L633 N43'27'23"E 19.61' L634 N26'19'44"E 29.86' L635 S7754'45"E 21.30' L636 N48'54'18"W 23.87' L6371 NOT 17'43"W 8.67' 1_638 N15'49 35"E 10.54' L639 N25'38'39"E 11.78' L640 N68'33'20"E 448.82' 1_641 S81'38'37"E 32.31' L642 S71'14'42"E 43.18' L643 S25'30'28"E 8.36' L644 S6344'1 6"E 48.37' L645 N4900'30"E 8.58' L646 S2339'36"E 13.22' L647 S56'08'51 "E 28.85' L648 N87*12'09"E-__ 18.71 L649 S60'39'51 "E 30.87' L650 S1756'07"W 11.53' L651 S28'30'43"E 14.53' L652 N64'54'48"E 17.43' L653 S51'42'59"E 16.24' L654 S1T35'35"E 17.62' L655 N63'48'08"E 30.38' L656 N8T10'27"E 10.45' L657 N21'49'09" W 15.82' L658 N8014'51"E 20.45' L659 NOY12'15"E 23.17' L660 S8627'36"E 21.02' L661 N1323'04"E 25.69' L662 N40'47'07"W 17.39' L663 N36'28'40"E 22.18' L664 N69'08'49"E 17.94' L665 N13'22'24"E 7.37' L666 N31'09'00"W 8.54' L667 N52'52'14"E 18.58' L668 S61'42'14"E 41.86' L669 S7TO2'49"E 384.54' L670 S03'12'47"E 104.56' L671 S4556'03"E 236.52' L672 S09°09'29"E 51.86' L673 S62705'59"E 244.50' L674 S38'18'21"E 111.86' L675 SOT59'02"E 139.70' L676 S49'49'45"E 201.91' L677 N73'03'44"E 95.97' L678 N46'50'00"E 42.02' L679 S8T11'54"E 69.90' L680 S4T37'59"E 106.52' L681 S45'45'08"E 193.94' L682 S83'00'54"E 89.71' L683 N8T14'28"E 53.21' L6841 N6726'45"W 71.66' L685 N62'54 33WV 150.90 L686 N67*25'04"W 164.90' L687 N7712'36W 163.27' L688 N75'58'1 1 "W 176.78' L689 N78 53'51 "W 237.16' L690 S6726'45"E 84.13' 1_691 I N33'21'56"E 17.99' SCALE IN FEET 314. 6 URE NATHAN CLAMPITT SURVEY, A-90 S.W. ROBERTSON SURVEY, A-202 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 199=400' APRIL 2005 REV. 9 (REV.) OWNERS: REVISED AUGUST, 2005 Stan & Jean Stephen Joe and Janet Johnson Joe and Janet Johnson Land and Investments, L.P. Family No. Two, L.P. 1400 South Commercial St. 1400 South Commercial St. 2514 Memorial Drive Coleman, Texas 76834 Coleman, Texas 76834 Bryan, Texas 77802 Carol M. Anderson Johnson Investments, LLC 2504 River Forest 1400 South Commercial St. ENGINEER: Bryan, Texas 77802 Coleman, Texas 76834 SURVEYOR: DEVELOPER: S.M. Kling, RPLS No. 2003 Joe and Janet Johnson General Contractors Engineering & P.O. Box 4234 Surveying Land and Investments, L.P. Ginger L. Urso, P.E. 9_( 1400 South Commercial St. 1707 Graham Road 1 Bryan, Texas 77805 Coleman, Texas 76834 College Station, Texas 77845 , (979) 846-6212 (325) 625-2124 (979) 764-7743 _4si Z j.) -q as *yJ J, P1,cer°f 3-Fb 'N/F JAMES T. CARLL 40.942 AC. TR. (NET) 1682/265 NOT PLATTED ZONED A-0 LAND USE- AGRICULTURAL/OPEN "1 'Y. TEXAS MUNICIPAL POWER / l7r, / / / /r r � Y viya.f 7 / `; / / 1 / f '; 4IN11 AGENCY 70' WIDEEASEMENT ELECTRIC UNE 1251/663rfcfJftri/yflrj//•, RpyN • �j+� CT/ ,'� /� yon o e' OF TI 11 44,iFiI , g / !i!, e0br ANDERSO T.4�P/H� -R I j` �'-,/ ' i I SL }l PRODUCERS GAS CO, �}G, / 2� PROP E(� �(ND SR / / / f /CCU, CL 50' WIDE C /// 0J _ / PIPEUNE EASEMENT / � SINGLE FAMIq rF( SIDfi - (A -OR) �, r/J t-- 411/108 L IAF N r : N/F HARTZELL ELKINS % ///4 22 DW�CING UNITS f r r/ f e r� 35.37 AC. i ; 1920/323 NOT PLATTED s ZONED A-0 ---_..LAND USE / /Z�•��, _ AGRICULTURAL/OP j/ ° % Jir 1 CI5i1NG SURFACE LOCATION 5 1 r cCULLOUGH-OLDEN NO. 1 ATf V FERGUSON-BURUESON CO. /r e /`" GATHERING SYSTEM 4' / ' .0 CL 30' WIDE PIPELINE -T EASEMENT 2a p 1 4j 1723/58 i Q SINGLE FAMILY r SAI iWATER 1 RESIDENCES s` ! /i PIPELINE v i PRODUCERS GAS CO. '' • PIPELINEOEASEMENi L Or 411/104 �y 2 PIPELINES !f 51 APPARENTLY 4 .1 RUNNING ADJACENT TO WELL ACCESS f .4 Art ROAD q- J EXISTING RESERVE TRACT , A PRODUCTION R 16" WELLBORN J �K, P� ` cc/ SPECIAL UTILITY �� 62.37 ACRES `� fU.P.T.I. DISTRICT WATERLINE SALTWATER rf;` OF THE 642.51 ACRE \ PIPELIN9 18 . ANDERSON -STEPHEN TRACT �� Q f, r, ` ZONED A_0 6 PRODUCERS GAS CO. it j" PROPOSED LAND UACCCESSSE- / ESS NG CL 30' WIDE 1 r ROAD PIPELINE / /,/ J SINGLE FAMILY RESIDENTIAL- (A -OR) ` p ,r+ (12' WIDE O 1007/37 //!/ GRAVEL) 2 EASEMENT r PROPOSED LAND USE- LOW DENSITY i j„, RETAIL REGIONAL 48 DWELLING UNITS h 1 RY FERGAS GATHERING S TEM NOTE 'ter GAS GATHERING SYSTEM p 2 PIPELINES APPARENTLY $LOCK 2 C TO Y- / _. __. r l ' ir .may / '._...�, r / DTVI ION`/ % J i LOWDENSITY ¢ / PHAS 1 17 VOL. 6533 PG. 131 BLOCK 1 16 6 15 4 pQ 13 211.14 ACRES gfl DWELLING UNITS b 15.4 ACRES ZONED A -OR 7 BLOCK 1 7 14 6 3 �C 13 B 'K3 2 " 5 8 WILL 12 SUB D 1 / 9 4 P E2 .6 45, G. 25 D DTSGA 33 7fl.7 ACRE . q a 10 3 2 RIGHT-OF-WAY BLOC 5.3 ACRES 24 15 2 SINGT:HFAMILY SINGLE FABULY RESDDDWTe1'H'iFAL i 26.35' 14 zs t LOODPLAIN , 4 100 YEAR LOWDENSITY ¢ Lt ""'••� �Q=UBDIVISION L2 AVERAGING 15' FROM CEN1 T]tLNE OF ROAD. pQ 13 211.14 ACRES gfl DWELLING UNITS b 15.4 ACRES ZONED A -OR L4 SINGLE FAMILY RESIDENTIAL t LOW DENSITY �C 12 DWELLING UNITS L6 12.8 ACRES v 20 '' ' 21 SINGLiFAMIOLYRESDD 12 LOWD m 25 D DTSGA 33 7fl.7 ACRE . 20' DE --t. 34 r� RIGHT-OF-WAY l%' 5.3 ACRES 4DW"ACR i1N1T'6 "ACRES SINGT:HFAMILY SINGLE FABULY RESDDDWTe1'H'iFAL --- d / SOUTH CO ER 15 WIDE PIPELINE EASEMENT RUNNING ADJA ENT - _ .• • WELL ACCESS ROAD AND a`° - .- OF BRAZOS COU}iPF.� / 1949/315 3 RESIDEN (AL 36 LOP/DP,DiSITY LOWDENSITY ¢ Lt ""'••� 19.53 ACRE 1RAC1 \ � .,-�= ``, VOL 3439, PG. 131 / \ L2 AVERAGING 15' FROM CEN1 T]tLNE OF ROAD. pQ 13 1DWELI1NG t)N!T 1 26 11 ACRES gfl DWELLING UNITS b 15.4 ACRES (/ L4 S65'23'31 "E 40.89' L5 4 74.44' L6 SINGLE \ 21.57' CfiY•�.�,� -,,. N31'14'35"E 39.55' 12 2 37 m RESM .LOW DENSITY /t •�'�. t' 20' DE --t. \ S fl va 4DW"ACR i1N1T'6 "ACRES A14, "'-r`M�3 FAREMENT 26.35' L13 N12'27'35"E __ � S CiTY OF BRYAN N19'16'46"W Vis! ��4p= x 96/e3 �S'OC� \ 0 11 BLOCK 4 �.p -----,!D-WIDE �_ L17 t p Rel/x`+•.•� \�\\\ 20 E BTU J " 21.55' IDW DENS p --•'�'�_ 3D HSTT5 DETENTION 96/83 8 '.ENT /.x\.` N35'51'13"E RI 10 7 3.OG9 COLLIGEO STATION L22 .s� c 12.83' q�, ,_�\\\ FASEMEN r 7 _.--`-1---'- g _ AREA -1.80 AC. CITY LIMIT LINE - --- 24.15' % N3323'29"W 29.64' 6499 27 J N4846'04"E - T� nEt'eNu x. -, S67'06'49"E 6.85' PEBBLE CREEK DEVELOPMENT CO. 295.169 AC. '� • � L29 - - _ ..-s .- - - - - - 6 -aszA� _ ,,.0 ...: w _ , �.� . _ .:,Tr .. 5 4 - - -x x-- -1379 - X 1_377 -- a Y- y 699 L30 5138/86 `�.\\�` L31 9g1 s x"0 ROCK PRAIRIE ROAD --I N46'05'39'E 14.79' NOT PLATTED N265537"E C 8 WAY- " •GAVEL 5 s ---t~~_ pAVEM�� FUTURE 35'RIGHT-OF-WAY 11.42' L35 LAND USE�OPEN/UNDEVELOPED 6.46' L36 J _ ys ENTER RRAEI 25.48' L37 WILLIAMS C STATES -c s 116.81 ACRES CURRENT ZONING A SINGLE ]FAMILY RESIDENTIAL � LOW DDENSDTY 60 DWELLING UNITS p 103.6 ACRES I9 PRIVATE STREET RIGHT -i Y 5.0 ACRES p PUBLIC RIGHT-OF-WAY 1.5 ACRES FU URE -35- RIGHT-OF-WAY DEDICATION`("66 AC.) COLLEGE PRESTATION CITY LIMIT UNE ,mac. DEDICATION (1.0010 AC.) COLLEGE STATION ECONOMIC FUTURE 35' RIGHT-OF-WAY 35' RIGHT-OF-WAY DEVELOPMENT FOUNDATION 65.00 AC. VICINITY MAP .) 1422/133 DEDICATION 0.934 A C _ - ---- -- _ DEDICATION -(I-.539-AC.) _35 RIGHT OF -WAY ( __ _ _- _ DI=DILA ®__- - - __ _ _..: NOT PLATTED SUBJECT DEDICATI®N�2 - - _ _� ��, _ -- -_--_ _-- '' - ( .) PEBBLE CREEK DEVELOPMENT CO. ZLANDDUSE�` TRACTS 295.169 AC. OPEN/UNDEVELOPED 5138/86 NOT PLATTED ZONED A-0 \ ' LAND USE-OPEN/UNDEVELOPED \ -ROCK PRAIRIE ROAD `--GREENS PRAIRIE ROAD NOT TO SCALE )TES: CURRENT TITLE APPEARS TO BE VESTED IN STAN & JEAN STEPHEN FAMILY NO. TWO, L.P. AND CAROL M. 4DERSON BY VIRTUE OF THE FOLLOWING DEEDS RECORDED IN VOL. 886, PG. 336, VOL. 897, PG. 778, VOL. 508, PG. 224, VOL. 3375, PG. 9, AND VOL. 3882, PG. 330, JOHNSON INVESTMENTS, INC IN VOL. 6533, PG. 51, AND JOE AND JANET JOHNSON IN VOL. 6578, PG. 220 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, _XAS. THE BASIS OF BEARINGS IS TRUE NORTH DETERMINED BY SOLAR OBSERVATION AND CALCULATED USING THE )UR ANGLE METHOD, WHILE OBSERVING ® LATITUDE: 30°35'13", LONGITUDE: 96"14'41" ON OCT. 12, 1991, 31NG THREE DIRECT AND REVERSE POSITIONS WITH ROELOFS' PRISM. A PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD SURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 481195 & 480083, \NEL NO. 205D, MAP NO. 48041 CO205D, EFFECTIVE DATE: FEBRUARY 9, 2000. FLOODPLAIN SHOWN HEREON IS ;ALED FROM SAID MAP. THE PROPOSED STREET ALIGNMENTS SHOWN ON THIS PLAN ARE IN THEIR APPROXIMATE LOCATION AND THE ;TUAL ALIGNMENTS WILL BE DETERMINED DURING THE PLATTING PROCESS. THERE WILL BE NO DRIVEWAY ACCESS TO ROCK PRAIRIE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO )CK PRAIRIE ROAD IN THE WILLIAMS CREEK AND WILLIAMS CREEK ESTATES SUBDIVISIONS. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS IN SECTION ?-1.11 OF THE SUBDIVISION ORDINANCE WITH ROADSIDE DITCHES IN LIEU OF CURB AND GUTTER. THE STREET CESS TO A PAVED ROADWAY FOR THE WILLIAMS CREEK SUBDIVISION WILL BE PROVIDED BY A PROPOSED FREEf TO GREENS PRAIRIE ROAD. ACCESS TO ROCK PRAIRIE ROAD, WHICH IS CURRENTLY AN UNPAVED )ADWAY, IS ALSO PROPOSED. THE DEVELOPERS OF WILLIAMS CREEK AND WILLIAMS CREEK ESTATES JBDIVISIONS AND THE OWNERS OF THE ANDERSON STEPHEN TRACT HAVE NO INTENTION OF PAVING OR 'GRADING ROCK PRAIRIE ROAD. IN ACCORDANCE WITH THE CITY OF COLLEGE STATION DRAINAGE POLICY & DESIGN STANDARDS, STORM JNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO DETENTION FACILITIES, DIRECTLY -INTO THE- _OODPLAIN OR INTO EXISTING DRAINAGES LOCATED ENTIRELY WITHIN THIS DEVELOPMENT, WHICH FLOW INTO THE .00DPLAIN. DRAINAGE EASEMENTS WILL BE PROVIDED AS REQUIRED BY SECTION 12-J OF THE SUBDIVISION �DINANCE. SIDEWALKS ARE NOT REQUIRED ON RURAL RESIDENTIAL AND COLLECTOR STREETS AND ARE NOT PROPOSED )R THESE SUBDIVISIONS. THE BIKE/PEDESTRIAN PATH SHOWN ON THE BIKE AND PEDESTRIAN MASTER PLAN IS SHOWN ON THIS PLAN. ). THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT AND THE CITY COLLEGE STATION, SINCE THE WATER SERVICE CNN BOUNDARY IS THE PRE -2002 COLLEGE STATION CITY wIT LINE. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION 'ECIFICATIONS AND STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO .ET FIRE PROTECTION REQUIREMENTS. . ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE, 4D ALL LOTS IN THE WILLIAMS CREEK ESTATES SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE. LOTS IN )TH WILL HAVE AN ON-SITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL _QUIREMENTS OF THE BRAZOS COUNTY HEALTH DEPARTMENT. DRAINAGE EASEMENTS SHALL NOT BE CONSIDERED PART OF THE LOT AREA FOR THE MINIMUM LOT SIZE REQUIREMENTS. A GRAVITY SANITARY SEWER MASTER AN FOR THIS SUBDIVISION WILL BE DESIGNED AND SUBMITTED IN ACCORDANCE WITH SECTION 12-R.3, \NITARY SEWER MASTER PLAN. '. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE 2E-2002 CITY LIMIT LINE FOR COLLEGE STATION IS SHOWN ON THIS PLAT. LOTS THAT FALL INSIDE THE RE -2002 COLLEGE STATION CITY LIMITS WILL BE SERVED BY THE CITY OF COLLEGE STATION ELECTRIC SERVICE. 5. WILLIAMS CREEK ESTATES SUBDIVISION MAY BE A GATED SUBDIVISION WITH PRIVATE STREETS. LLULINIU PROPERTY BOUNDARY FUTURE BIKE/PEDESTRIAN - - - - PROPOSED UTILITY EASEMENT PATH (APPROX. LOCATION) c PROPERTY CORNER 00 1 ,M COLLEGE STATION CITY LIMITS RIGHT-OF-WAY LINE EDGE OF PAVEMENT b RUNOFF FLOW DIRECTION - --+----- EXISTING PIPELINE ----E-- - OVERHEAD ELECTRICAL LINE�'� /�' ! � ' 100 -YEAR FLOODPLAIN LIMITS •' ----- EXISTING FENCE Z' PROPERTY LINE TABLE LINE BEARING LENGTH Lt N3434'46"E 45.19' L2 N43 -3651"E 39.37' L3 N65'OS'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 N12'48'03"W 28.29' L9 N2 038`37 E 29.36 L10 N21'32'56"W 27.64' L71 N37'07'43"W 26.76' L12 N0832'21"E 26.35' L13 N12'27'35"E 48.58' L14 N19'16'46"W 15.80' L15 N19'2507"W 25.90' L76. N46'16'24"E 12.11' L17 N44'43'35"E 27.76' L18 N3336'05'E 21.55' L19 N72 -3656"E 13.53' L20 N35'51'13"E 22.37' L21 N2C21'12"E 24.05' L22 N86'05'55"E 12.83' L23 N43'58'5eE 66.65' L24 I N23'57'44"E 24.15' L25 N3323'29"W 29.64' L26 N4846'04"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 N67'4W27'W - 15.04' L31 N31'22'29"W 15.20' L32 N46'05'39'E 14.79' L3311.36' N265537"E 35.50' L34 N68'27 23"E 11.42' L35 S28'06'22"E 6.46' L36 S0931'37"E 25.48' L37 N85'18'55"E 8.61' L38 N52'47'17"E 35.66' L39 N30'45'44"E 29.45' L40 N49'4W59'E 49.47' L41 N04'14'54E 24.86' L42 N67°26'54"W 15.28' L43 S61'27'15"W 7.35' L44 S79'51'59"W 21.79' L45 N10'31'58"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 N43'0559'E 14.90' L52 N31'11'26"W 17.77' L53 N46°49'25"W 12.22' L54 N06'32'47"W 18.12' L55 N3726'29"E 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' L60 N04"12'15"W 23.05' L61 N25'21'56"E 23.57' L62 N4742'20"E 17.89' L63 N30'19'18"E 27.94' L64 N19'48'36"E 36.17' L65 N3242'28"E 24.97' L66 N8234'27'E 17.22' L67 S44'31'06"E 7.55' L68 St 3'56'57"W 13.09' L69 N86'14'40"E 19.90' L70 N55'54'01"E 12.63' L71 N39'03'12"E 14.67' L72 I N07'47'42'E 13.34' PROPERTY LINE TABLE LINE BEARING LENGTH L73 N3828'00"W 20.94' L74 N51 *25'29"E 18.46' L75 N33'18'44'E 20.10' L76 N2556'11"W 11.84' L77 562'2452"W 40 .08' L78 N61'20'34"W 12-42' L79 N31'47'04"W 10.72' L80 N29`18'20"E 28.92' L81 ' '54" N49 04 E 1 .68' 6 L82 N11'04'O6"E 33.71 L83 N0259'38"W 18.73' L84 N4442'53"E 14.02' L85 S85'06'14"E 8.88' L86 N39'05'31"E ' 19.78' L87 S4-V23'59"E 29.20' L88 N8643'08"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 N1952'01"E 23.19' L93 S69'49'29"E 13.48' L94 S43'31'01"E 14.67' L95 N57'38'50"E 24.59' L96 N23'58'25"E 32.07' L97 N4235'25"W 18.37' L98 ' 3" N04'O6 4 E 39.2 3' L99 N10'59'58"W 12.42' L100 S38'53'50"W 11.13' L101 N57'12 08"W 59.55 L102 N 1355'20"E -- 1 4.50' - L103 N16'27'19"W 26.34' L104 N60 -57'40"W 27.79' L105 N24'46'26"E 35.50' L106 N22'18'46'W 25.57' L107 NO3'32'29"W 20.58' L108 N3526'27"E 27.59' L109 N53'39'01"E 17.53' 1_110 S61'45'43"E 24.17' L111 S03'12'38"W 10.41' L112 S4954'10"W 13.63' L113 S32'25'15"E 21.50' L114 S81`l4'16"E 21.15' L115 N26'15'52"E 42.56' L116 N60'09'05"E 11.80' L117 N22°45'31"W 10.61' L118 N61'04'08"W 36.25' L119 N15'06'56"E 18.09' L120 S80'12'50"E 28.62' L121 N89'25'03"E 34.40' L122 S00'10'02"W 14.56' L123 S74'44'31"E 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' L728 N49 '42"W 27.75' L129 N57'28'15"E 15.84' L130 N86'36'47"E 21.47' L131 N63'45'12"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 N7135'30"E 30.49' L137 S36'04'13"E 12.64' L138 S21'28'32"E 11.03' L139 S53'00'24"E 18.50' L140 N64'57'38"E 29.10' L141 N16'16'29"E 14.91' L142 N07'11'28"W 31.85' L143 N16'30'52"W 12 42' L144 N53'16'14W 68.69' PROPERTY LINE TABLE LINE BEARING LENGTH L145 N4610'12"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 N76'25 37 W 13.70' L150 N5TO9'40"E 20.23' L151 N42'51'28"E 24.26' L152 N2552'38"E 16.97' L153 541'45'24"E 18.29' L154 531'05 49"E 33.90' L155 N8233'51"E 15.67' L156 N3334'57"E 17.61' L157 N13'06'04"E 37.03' L158 N09'21'02"E 21.50' L159 S76'42'49"E 13.35' L160 S40'11'08"E 16.93' L161 N84'46'52"E 27.11' L162 N37'50'58"E 15.47' L163 N7T20'54"E 16.56' L164 S4343'07"E 14.90' L165 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' L769 N47'51'47"E 48.03' L170 N83'36 54 E 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 I N67i1'51"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 N12'02'46"E 15.91' L181 NO1'56'39"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 N56'16'30"E 13.34' L189 S66'56'18"E 24.63' L190 N62'01'50"E 70.59' 1_191 N09°57'20"E 36.26' L192 N28'12'33"E 16.67' L193 N72'18'52"E 28.98' L194 N5833'37"E 33.77' L195 N24'08'11"E 20.85' L196 N20'54'08"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 I N44'17'26"E 53.58' L201 S893V24"E 7.77' L202 S7357'32"E 8.92' L203 N31'55'10"E 14.32' L204 N08'14'00"W 9.23' L205 N4327'14"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 S47'12'03"E 19.96' L212 S6347'38"E 43.07' L213 N77'05'07"E 36.24' L214 S58'5V56"E 385.07' L215 N88'11'55"E 54.34' 1_216 N10'26'52"E 68.69' PROPERTY LINE TABLE LiNE BEARING LENGTH L217 N76'29'19"E 106.91' L218 N14°57'33"E 124.33' L219 N50'29'28"E 194.84' L220 573'54'17"E 292.91' L 221 9' 7 00 E S84 105.94 L222 S53'18'26"E 140.00' L223 577'50'04"E 120.42' L224 S46'02'41"E 263.11' L 225 '5 '47 E 5774 96.12 1_2 26 54530 28 E 88. 71 L227 S63'29'08"E 462.95' L228 S4656'25"E 139.35' L229 S60'52'38'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 I S54'55'35"W 18.58' L235 S29'05'39"E 8.54' L236 I S15'25'45"W 7.37' L 237 571'12'10 W 17.94 L238 S38'32'01"W 22.18' L239 S38'43'46"E 17.39' L240 S15 -26'25"W 25.69' 1_241 N84'24'15"W 21.02' L242 505'15 36 W 23.17 L243 I S82"18*12"W 20.45' L244 S19'45'48"E 15.82' L245 S89'13'48"W 10.45' L 46 2_ S65'51'29"W 30.38- L247 N`15'3214"W 17.62' 1_248 N49 -39'38"W 16.24' L249 S66'58'09"W 17.43' L250 N26 -27'22"W 14.53' L251 N19'59'28"E 11.53' L252 N58'36'30"W 30.87' L253 S8915'30"W 18.71' L254 N54'05'30"W 28.85' L255 N21'36'15"W 13.22' L256 S50'03'51"W 8.58' L257 N61'40'55"W 48.37' L258 N2327'07"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 S27'42'00"W 11.78' L263 S1752'56"W 10.54' L264 I SO5'14'22"E 8.67' L265 S46'50'57"E 23.87' L266 N75'51'24"W 21.30' 1267 S28.23 -05"W 29.86' L268 S45'30'4-eW 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 -43'29"W 6.94' L273 S5525'09"W 29.86' L274 S79'51'40"W 9.79' L275 N8654'50"W 12.43' L276 N37'05'39"W 4.45' L277 S81'47'27"W 7.57' L278 S6848'49"W 10.98' L279 S48'17'12"W 13.55' L280 S71 -37'44"W 18.01' L281 S81'25'03"W 7.85' L282 S5835'21 "W 11.88' L283 S11'35'46"W 11.51' L284 S06'25'43"W 8.06' L285 S34'25'38"W 9.73' L286 S36'42'01"W 11.95' L287 S48'03'30"W 24.23' L288 S25'42'38"W 7.58' PROPERTY LINE TABLE LINE BEARING LENGTH L280 S71'37'44"W 18.01' L281 S81'25'03"W 7.85' L282 S58'35'21 "W 11.88' 1283 S11'35'46"W 11.51' L284 806'25'43"W 8.06' L285 534'25'38"W 9.73' L286 S36 442'01 "W 11.95' L287 S48'03'30"W 24.23' L288 52542 38 W 7.58 L289 516'2316"W 24.09' L290S 2 0 '47'22"E 8.14' L291 S18'44'16"E 12.75' L292 Sl 5'00'26"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' L300 557'3137"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 S25'46'07"E 52.13' L305 St 1'43'38"E 12.01' 1_306 I S44°06'00"W 18.86' L307 N811 3'52"W 13.59' L308 N40'15'56"W 9.17' L309-- N7 T29'027E 19.05' L310 N61'36'30"W 7.15'- L311 S66'38'34"W 13.70' L312 516'28'45"W 35.23' L313 S25'43'12"E 18.79' L314 S4-B'37'22"E 25.48' L315 S3422'09"E 12.94' L316 S22'25'02"W 23.07' L317 S19'36'48"E 25.08' L318 S6255'30"E 8.69' L319 S58'38'31"E 27.86' L320 S46'40'44"W 16.62' L321 S30'08'23"W 73.75' L322 S37`15'18"E 28.20' L323 S72'44'58"E 10.94' 1_324 S74 -10'53"E 26.56' L325 5'10'37"W 24.49' L326 -Sl S05'OV18"E 13.58' L327 S0839'09"W 9.53' L328 S57'44'51 "W 11.12' L329 S57'48'34"W 14.62' L330 S2634'00"W 18.49' L331 S49'04'38"W 15.90' L332 S32'01'24"W 33.20' L333 I S36'06'54"E 9.58' L334 S60'32'48"E 29.79' L335 N66°55'54"E 10.45' L336 S20'12'40"E 13.36' L337 S25'06'1 8"W 14.13' L338 S44'16'41"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 *13'44"E 11.22' 7343 N72 -56'18'E 10.35' L344 S3923'21"E 9.19' L345 S35'19'40"E 12.40' L346 S20'28'28"E 17.33' L347 S09'0510"W 11.95' L348 S73'10'23"W 13.02' L349 S29'02'1 3"W 42.34' L350 S34°06'39"W 24.26' L351 503'31'51"W 19.19' OIL WELL PRODUCTION PAD PROPERTY LINE TABLE LINE BEARING LENGTH L352 S25 -22'09"E 13.53' L353 S71'37'25"E 10.14' L354 S65'47'57"E 12.68' L355 S05'45'54"W 6.40' 1_356 563'08 39 W 10.71 L357 SOB'00'm"W 79.05' L358 S17 -43'23"W 187.73' L359 S35'07'02"W 55.80' L360 535'07 02 W 62.23 L361 874'05 21 W 48.52 L362 S24`16'16"W 68.70' 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'O6"E 30.83' L368 S60'08'59"E 21.80' L369 544'28'59"E 28.82' L370 N6956'31"E 23.92' L371 N48'32'38"E 6.44' L372 S16'56 46 E 7.38' L373 S05'19'47"E 81.21' L374 SO4'12'18"W 86.44' L375 S393453"W 46.00' L376 S12100119"W 52.48' L377 N76°50 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 N8337 36 W 543.38' L382 N83'17'33"W 194.33' L383 N81'57'33"W 623.98' L384 N80'33'13'W 172.46' L385 N71'53'36"W 1 152.52' L386 N62'35'48"W 115.72' *L387 -L399 ARE NOT USED. L400 N64'39'09"W 40.27' L401 N58'13'56W 172.99' L402 N52'54'47"W 222.23' L403 N50'28'06"W 291.23' L404 N49'29'34W 126.18' L405 N52'05'26V 203.44 L406 N56'13'59 W 161.92' L407 I N57'38'26"W 135.91' L408 N58'33'36"W 117.15' L409 N57'44'00"W 263.21' L410 N5744'40"W 184.16' L411 S22'21'36"E 14.83' L412 N64'36'04"E 101.50' L413 S61'56'52"E 101.35' L414 I S8T31'29"E 180.82' L415 I S43'02'41 "E 108.98' L416 SOS'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 S42'58'20"E 207.57' L422 SB6 53'02"E 82.92' L423 S20'22'15"E 91.08' L424 N78'00'48"E 114.12' L425 S2T02'49"E 145.11' L426 S62'10'04"W 138.56' L427 S24'52'46"E 101.32' L428 S60'54'17"E 143,33' L440 N21'12'24"E 183.61' L441 S78'34'26"E 226.19' L442 S72'01'30"E 130.47' L443 S06'49'19"W 107.54' L444 S84 54'25"E 288.77' L445 N41'44'1 7"E 1 118.80' L446 S38'00'58"E 1 296.53' N R x (22' O WIDf G�IST/NG O �-L I'AIrR N KAY PROPERTY LINE TABLE L447 N25'13'13"E 104.04' L448 S6731'36"E 150.92' L449 S38'11'40"E 66.20' L450 N79'06'1 6"E 217.62' L451 S46'17'28"E 112.21' L452 N61'48'22 E 114.24 L453 N29'47'04'E 150.80' L454 N2412'41"E 250.57' L455 S61'34'06"E 66.57' L456 574'00'18"E 87.54 L457 S42'45'53"E 126.99 L458 S78'36'45"E 156.48' L459 N14 06'18"E 91.50' L4601 N8N3O'37"E 231.06' L461 S63'44'45"E 123.50' L462 N51'50'09"E 205.06' L463 N07 -04.52-W 45.97' L464 S77'16'47"E 104.80' L465 S60'33'14"E 216.04' L466 S6WO8'44"E 16fi.96' L467 I N85'11'49"E 109.77' L468 S26'15'07"E 146.62' 1_469 S76 -13.18"E 49.28' L470 N65'07'12"E 216.68' L471 N40' 14'01 "E 115.33' L4.72 N05'51'27"W 105.65' L473 N2722 26 E 121.29 L474 I S6TlO'38"E 184.05' L475 N51'11'56"E 202.79' L476 S35'15'12"E 176.15' L477 584'13 14 E 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' L4B3 N51'54'16"E 72.85' L484 N5524'43 W 38.17' L48546.85' N04'23'53"E 35.23 L486 N11'44'55"E 215.97' L487 N66'28'45"E 175.92' 1,4881 NBW54'51 "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' L525 N09'56'58"E 52.48' L526 N3T31'32"E 46.00' L527 NO2-08'57"E 86.44'- L528 N07'23'08V 81.21' L529 N1W00'07"W 7.38' L530 S46'29'17"W 6.44' 1_531 S67*53'10"W 23.92' L532 N46'32'20"W 28.82' L533 N62'12'20"W 21.80' L534 N1554'27"W 30.83' L535 N39'57'01 "E 16.28' L536 N24'59'56"W 33.09' L537 I N55'06'05"E 24.70' L538 I NO3-28'30"E 101.99' L539 N271255"E 68.70' L540 N12702'00"E 48.52' 154.1 N33'03'41 "E 62.23' L542 N33'03'41 "E 55.80' L543 N15'40'02"E 187.73' L544 N0556'47"E 79.05' L545 N61'05'18"E 10.71' L546 NO3-42'33"E 6.40' L547 N67'51'18"W 12.68' L548 N73'40'47"W 10.14' L549 N2725'30"W 13.53' L623 N01'28'30"E 19.19' PROPERTY LINE TABLE PAD SINGLE FAMILY ��� RESIDENCES � \1 �.�. FERGUSON BURLISON COUNTY 42.34' GAS GATHERING SYSTEM N71'07'02"E 30' WIDE PIPELINE EASEMENT \ 1723/58 aM t!I L555 lit 17.33' L556 N3T23 01'1N 12.40 RESERVE TRACT N41'26'42W 9.19' L558 193.15 ACRES 10.35' OF THE 642.51 ACRE rtl�ALIERSON-STEPHEN W: r TRA t t ZONED A-® 21.14 L561 1 t r.t PROPOSED LAND USE t �r SINGLE FAMILY RESIDENTIAL - (A -OR) litt 1 , LOW DENSITY N42'13'20"E 34.73' L564 51 DWELLING UNITS^ 14.13' L565 t � ISTING t r - • ACCESS ROAD x 12' WIDE ..%- GRAS. PVMT) FUTURE 35' RIGHT -0F -WAY ,,,,•• DEDICATION PROPERTY LINE TABLE 1_551 N3270318E 24.26' L552 N26'58'52"E 42.34' L553 N71'07'02"E 13.02' L554 NOT01'49"E 11.95' L555 N2731'49"W 17.33' L556 N3T23 01'1N 12.40 L557 N41'26'42W 9.19' L558 S70'52'57"W 10.35' L559 N63'17'05"W 11.22' L560 N50'33 43"W 21.14 L561 N375318'W 9.38 L562 N35'22'54"E 26.93' L563 N42'13'20"E 34.73' L564 WX02'57"E 14.13' L565 N2716'01 "W 13.36' L566 S64'52'33W 10.45' L567 N62'36'09"W 29.79' L568 N38'10'15"W 9.58' L569 N29'58'03"E 33.20' L570 N4TO1'17"E 15.90' L571 1\124'30'39"E 18.49' L572 N55'45'1YE 14.62' L573 N55'41'30"E 11.12' L574 N06'35'48"E 9.53' L575 N07*05'39"W 13.58' L576 N 13'07' 16"E 24.49' L577 N16'14'14"YV 26.56' L578 N74'48'1 9"W 10.94' L579 N39'18'39"W 28.20' L580 N28'05'02"E 73.75' L581 N44 37'23"E 16.62' L582 N60'41'52W 27.86' L583 N&V58'51"W 8.69' L584 N21'40'09"W 25.08' L585 N20'21'41 "E 23.07' L586 N36'25'30"W 12.94' L587 N50'40'43"W 25.48' L588 N2T46'33"W 18.79' L589 N14'25 24 E 35.23 L590 N64'35'13"E 13.70' L591 S63'39'51 "E 7.15' L592 S15 -25'41"W 19.05' L593 S4T 19' 17"E 9.17' L594 S83' 17'l YE 13.59' L595 N42'02'39"E 18.86' [596 N13 -46.59-V 12.01' L597 N2749'28"W 52.13' L598 S88'49'31 "W 6.11' L599 S65'39'40"W 18.54' 1_600 S87 -03'06"W 7.48'. L601 N59'34'58"W 8.74' L602 N40'01'06"W 8.38' L603 N11'58'26W 11.50' L604 N50'16'08"E 11.19' L605 N79'54'21 "E 10.85' L606 N86'01'46"E 8.30' L607 N4T42'26"E 9.99' L608 N40'08'36"E 17.79' L609 NIT57'05"E 7.50' L610 N20'47'37V 12.75' L611 N04'50'43W 8.14' L612 N 14' 19'55"E 24.09' L613 N23'39'17"E 7.58' L614 N46'00'09"E 24.23' L615 N34'38'40"E 11.95' L616 N3T22'17"E 9.73' L617 NO V22'22"E 8.06' 1_618 N09'32'25"E 11.51' L619 N56'32'00"E 11.88' L620 N79'21'42"E 7.85' L621 N69 -34'23"E 18.01' L622 N46'13'51"E 13.55' L623 N66'45'28"E 10.98' PAFMM AMA FOR LICK Cttti7C PNM E I-/OF,rF/NT} o/yOPi_AkTfTti�/A I, ZONED A-0 �X, J� f/ / • f / / r` ` r; `%AND USE -SINGLE LOW N/F WILLIAM E J C j` r/ /rr j f Irrr l // ✓ ', / ��� p 12.50 AC. / / /! / F/J` / rr i 'r J ' / / 856/446 ,i: -,`/f i NOT ZONED A-0 ut N/F\ D USE-OPEN/UND }'gyp PAUL ASHTON BOATRIGHT�/ 10.00 AC. is 367/806 NOT PLATTED sl ZONED A- \+ \� D USE-OPEN/uOPED fr '? N/F CHARLES P JR & DEBRA J SIK yy / 144.43 AC. �a Jx��rb NOT PLATTED ZONED A-0 LAND USE-AGRICULTURAL/OPEN %r r F r o' / CITY OF COLLEGE STATC.t �-� ����. (LICKCOUNTY CREEK PARK) COLLEGEz COUNTY 527.59 AC. SINGLE FAMILY / NOT PLATTED STATION RESIDENCES ZONED A-0 rfr LAND USE -PARK PROPERTY LINE TABLE 1624 N79'44'06"E 7.57' L625 S39'09'00"E 4.45' L626 S88'58'11"E 12.43' L627 N77'48'1 9"E 9.79' L628 N53'21'48"E 29.86' L629 N26'40'08"E 6.94' L630 N08737'08"W 11.40' L631 N33'25'57"W 7.47' L632 N28'11 5'24"E 8.90' L633 N43'27'23"E 19.61' L634 N26'19'44"E 29.86 L635 Wr54'45"E 21.30' L636 N48'54'18"W 23.87' L637 NOT17'43"W 8.67' 1_638 NI5'49'35"E 10.54' L639 N25'38'39"E 11.78' L640 N6833'20"E 448.82' L641 581'38'37"E 32.31' L642 S71'14'42"E 43.18' L643 525'30'28"E 8.36' L644 I S6344'1 6"E 48.37' L645 N48'00'30"E 8.58' L646 S23'39'36"E 13.22' L647 S56'08'51 "E 28.85' L648 N8T12'09"E 18.71' L649 S60'39'51 "E 30.87' L650 S17*56'07"W 11.53' L651 S28'30'43"E 14.53' L652 N64'54'48"E 17.43' L653 551'42'59"E 16.24' L654 S17*35'35"E 17.62' -L655 N6Y48'O8"E 30.38' L656 N87*10'27"E 10.45' L657 N21'49'09"W 15.82' L658 N8914'51"E 20.45' L659 NON 12'l5"E 23.17' L660 S8627'36"E 21.02' L661 N13'23'04"E 25.69' L662 N40'47'07'W 17.39' L663 N36'28'40"E 22.18' L664 N69'08'49"E 17.94' 1_665 N13'2224E 7.37' L666 N31'09'00"W 8.54' L667 N5T52'14"E 18.58' L668 S61'42'14"E 41.86' L669 S7TO2'49"E 384.54' L670 S03'12'47"E 104.56' L671 S45'56'03"E 236.52' 1_672 509'09'29"E 51.86' L673 S62'05'59"E 244.50' L674 S38'18'21"E 111.86' L675 S07*59'02"E 139.70' L676 S4949'45"E 201.91' L677 N73'03'44"E 95.97' -[678 N46'50'00"E 42.02' L679 S8T11'54"E 69.90' L680 S47*37'59"E 106.52' L681 S4545'08"E 193.94' L682 S83'00'54"E 89.71' L683 N87'14'28"E 53.21' L684 N6726'45"W 71.66' L685 N6T54'33"W 150.90' L686 N67*25'04"W 164.90' L687 N72'12'36"W 163.27' L688 N7658'1 1 "W 176.78' L689 N78.53'51 "W 237.16' L690 S62'26'45"E 84.13' L691 N3Y21'56"E 1 17.99' SCALE IN FEET i•I, C7. W c -- - :IIIIII'1�' r : '� ';. `.. . >�:.,: .._. .: -uo � � �:_e• _ ,. r ... :: .fie � 0 r I- r t r � � I � � I � I } y - s � ` t Ru" �, t 'I' , � `,, t W I , 7 y 8 1 a i .. _ ' ! f )- f c i _ Ar;I, G W 1 i t "'T I E" �1. i x t 1 1 < v A¢ ate- :..._ D -`{ - s; r p .. .___ ,'. � lt, � r x.__., ��- ' .. 1" t`, s '`x i� ( r. �•� I t E�E t 7 S.; `'. !: I ..I t i [ f ` G ` i ;13 --- 6 ACR 31"05 NATHAN CLAMPITT SURVEY A-90 9 S.W. ROBERTSON SURVEY, A-202 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 199=4.009 APRIL, 2005 (REV") OWNERS: REVISED AUGUST, 2005 Stan & Jean Stephen Joe and Janet Johnson Joe and Janet Johnson Land and Investments, L.P. Family No. Two, L.P. 1400 South Commercial St. 1400 South Commercial St. 2514 Memorial Drive Coleman, Texas 76834 Coleman, Texas 76834 Bryan, Texas 77802 Carol M. Anderson Johnson Investments, LLC 2504 River Forest 1400 South Commercial St. Bryan, Texas 77802 Coleman, Texas 76834 ENGINEER: SURVEYOR:DEVELOPER: T N S.M. Kling, RPLS No. 2003 Joe and Janet Johnson Kling Engineering & Surveying Land and Investments, L.P. General Contractors P.O. Box 4234Ginger L. Urso, P.E. 1400 South Commercial St. 1707 Graham Road �" �L1____> Bryan, Texas 77805 Coleman, Texas 76834 College Station, Texas 77845 (979) 846-6212 (325) 625-2124 (979) 764-7743 q&14qA-, FAMILY N/F JAMES T. CARL 40.942 AC. TR. (NET) 1682/265 NOT PLATTED ZONED A-0 LAND USE - TEXAS MUNICIPAL POWER AGENCY 70' WIDE ELECTRIC UNE EASEMENT 1251/663 PRODUCERS GAS CO. CL 50' WIDE PIPELINE EASEMENT - 411/108 /FERGUSON-SURLESON F HARTZELL ELKINS 35.37 AC. 1920/323 NOT PLATTED ZONED A-0 LAND USE- / RICULTURAL/0P CO. YSTEM CL 30' WIDE PIPELINE EASEMENT 1723/58 Y � [ PRODUCERS GAS CO. CL 50WIDE PIPELINE EASEMENT 411/704 J RUNNINGGAADJACENT TO WELL ACCESSROAD yit RESERVE TRACT �A 62.37 ACRES OF THE 642.51 ACRE ANDERSON -STEPHEN TRACT ZONED A-0 PROPOSED LAND USE - SINGLE FAMILY RESIDENTIAL- (A -OR) PROPOSED LAND USE- LOW DENSITY N RETAIL REGIONAL 48 DWELLI{�G GUS. BURLESON COUNTY--� GAS GATHERING SYSTEM Jr H CO7a7ER / 15' WIDE PIPE 3NE 15�EM� 1 ACRE 3438, U.P.T.1. SALTWATER OF T ANDERSO /R 602Fg47 J�, e Z PROP D S� SINGLE FAMI 1 - (A -0R) 0 22 D,WEI�Li G UNITS t d� TION .1 } } t EXISTING } PRODUCTION PAD rY/ ' 16' WELLBORN ---_ /STING SP-ECIAL UTILITY ACCESS ROAD DISTRICT WATERLINE / f (12' WIDE L2 GRAVEL PVMT) PRODUCERS GAS CO. NOTE CL 30' WIDE 2 PIPELINES APPARENTLY PIPELINE RUNNING ADJACENT TO EASEMENT WELL ACCESS ROAD AND h 1007/37 c AVERAGING 15' FROM L6 CENTERLINE OF ROAD. �4 L7 cTY C 39.55' + BRYAN N12'48'03"W 20' WIDE L9 a \`•/ ELECTRICAL EASEMENT 29.36 �/ 4 98/83 t d� TION .1 } } t EXISTING } PRODUCTION PAD rY/ 4 BLOCK 1 3 2 8 1 1 0.131 6 7 ,per J 200 E BTU v �. /RIGHT-OF-WAY Oq0 + mix �`` EASEMENT a 7 10 - /r"' 6499/27 PEBBLE CREEK DEVELOPMENT CO. -- 295.169 AC.y 9 5138/86 k 8 NOT PLATTED ZONED A-0 �_�--�_`'- - �,>..-._a::Z; •,.. LAND USE-OPEN/UNDEVELOPED ��' •• ' L-- *^ ^" "� _1�+ 1 �.5- L385 VICINITY MAP FUTURE 35' RIGHT-OF-WAY DEDICATION (1.539 AC.) 35' RIGHT -017 -WAY SUBJECT p5 {� p -. - -.._- DEDICATIO��I '0.652�C. TRACTS "-ROCK PRAIRIE ROAD GREENS PRAIRIE ROAD NOTTO SCALE 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, JOHNSON INVESTMENTS, INC IN VOL. 6533, PG. 131, AND JOE AND JANET JOHNSON IN VOL. 6578, PG. 220 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. 48041CO205D, 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 AND WILLIAMS CREEK ESTATES SUBDIVISIONS. 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 AND WILLIAMS CREEK ESTATES SUBDIVISIONS 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 THESE SUBDIVISIONS. 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 SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE, AND ALL LOTS IN THE WILLIAMS CREEK ESTATES SUBDIVISION WILL BE AT LEAST 5 ACRES IN SIZE. LOTS IN BOTH 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 BY BRYAN TEXAS UTILITIES (BTU). THE PRE -2002 CITY LIMIT LINE FOR COLLEGE STATION IS SHOWN ON THIS PLAT. LOTS THAT FALL INSIDE THE PRE -2002 COLLEGE STATION CITY LIMITS WILL BE SERVED BY THE CITY OF COLLEGE STATION ELECTRIC SERVICE. 13. WILLIAMS CREEK ESTATES SUBDIVISION WILL BE A GATED SUBDIVISION WITH PRIVATE STREETS. 0I3Cj;1iz PROPERTY BOUNDARY FUTURE BIKE/ PEDESTRIAN - - - - PROPOSED UTILITY EASEMENTr PATH (APPROX. LOCATION) • PROPERTY CORNER , I MM COLLEGE STATION CITY LIMITS RIGHT-OF-WAY LINE EDGE OF PAVEMENT RUNOFF FLOW DIRECTION EXISTING PIPELINE pp e OVERHEAD ELECTRICAL LINE 100 -YEAR FLOODPLAIN LIMITS -x EXISTING FENCE PROPERTY LINE TABLE 1 /STING LENGTH ACCESS ROAD N3434'46"E f (12' WIDE L2 GRAVEL PVMT) 2 NOTE N65'O8'OOE 2 PIPELINES APPARENTLY BLOCK 2 RUNNING ADJACENT TO 3 WELL ACCESS ROAD AND h 583'21 33 E AVERAGING 15' FROM L6 CENTERLINE OF ROAD. �4 L7 4 39.55' s 4 BLOCK 1 3 2 8 1 1 0.131 6 7 ,per J 200 E BTU v �. /RIGHT-OF-WAY Oq0 + mix �`` EASEMENT a 7 10 - /r"' 6499/27 PEBBLE CREEK DEVELOPMENT CO. -- 295.169 AC.y 9 5138/86 k 8 NOT PLATTED ZONED A-0 �_�--�_`'- - �,>..-._a::Z; •,.. LAND USE-OPEN/UNDEVELOPED ��' •• ' L-- *^ ^" "� _1�+ 1 �.5- L385 VICINITY MAP FUTURE 35' RIGHT-OF-WAY DEDICATION (1.539 AC.) 35' RIGHT -017 -WAY SUBJECT p5 {� p -. - -.._- DEDICATIO��I '0.652�C. TRACTS "-ROCK PRAIRIE ROAD GREENS PRAIRIE ROAD NOTTO SCALE 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, JOHNSON INVESTMENTS, INC IN VOL. 6533, PG. 131, AND JOE AND JANET JOHNSON IN VOL. 6578, PG. 220 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. 48041CO205D, 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 AND WILLIAMS CREEK ESTATES SUBDIVISIONS. 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 AND WILLIAMS CREEK ESTATES SUBDIVISIONS 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 THESE SUBDIVISIONS. 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 SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE, AND ALL LOTS IN THE WILLIAMS CREEK ESTATES SUBDIVISION WILL BE AT LEAST 5 ACRES IN SIZE. LOTS IN BOTH 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 BY BRYAN TEXAS UTILITIES (BTU). THE PRE -2002 CITY LIMIT LINE FOR COLLEGE STATION IS SHOWN ON THIS PLAT. LOTS THAT FALL INSIDE THE PRE -2002 COLLEGE STATION CITY LIMITS WILL BE SERVED BY THE CITY OF COLLEGE STATION ELECTRIC SERVICE. 13. WILLIAMS CREEK ESTATES SUBDIVISION WILL BE A GATED SUBDIVISION WITH PRIVATE STREETS. 0I3Cj;1iz PROPERTY BOUNDARY FUTURE BIKE/ PEDESTRIAN - - - - PROPOSED UTILITY EASEMENTr PATH (APPROX. LOCATION) • PROPERTY CORNER , I MM COLLEGE STATION CITY LIMITS RIGHT-OF-WAY LINE EDGE OF PAVEMENT RUNOFF FLOW DIRECTION EXISTING PIPELINE pp e OVERHEAD ELECTRICAL LINE 100 -YEAR FLOODPLAIN LIMITS -x EXISTING FENCE PROPERTY LINE TABLE UNE BEARING LENGTH L1 N3434'46"E 45.19' L2 N43'35'51'E 39.37' L3 N65'O8'OOE 53.93' L4 S65 23'31"E 40.89' L5 583'21 33 E 74.44 L6 N43'52'05'E 21.57' L7 N31'1435"E 39.55' L8 N12'48'03"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 N08 -32-21-E 26.35' L13 N12'27'35"E 48.58' L14 N19'16'46"W 15.80' L15 N19'25'07"W 25.90' U6- - N46`I6'24'E - - - 12.11' L17 N44'43 35"E 27.76' L18 N3336'05"E 21.55' L79 N72'3556"E 13.53' L20 N35'51'13"E 22.37' L21 �. N24 �1 12" E 24.05' L22 N86'05'55"E 12.83' L23 N43'5B'54"E 66.65' L24 N2357'44"E 24.15' L25 N3323'29"W 29.64' L26 N48'46'OeE 2240' L27 S67'06'49"E 6.85' L28 N5450'41"E 49.25' L29 N11'55'01"E 23.02' L30 N67'46'27"W 15.04' L31 N31'22'29"W 15.20' L32 N46'05'39"E 14.79' L33 N2619531"E 11.36' L34 N68'27'23"E 11.42' L35 S28'06'22"E 6.46' L36 509'31'37"E 25.48' L37 N85'18'55"E 8.61' L38 N5247'17"E 35.66' L39 I N3045'44'E 29.45' L40 N49'48'59"E 49.47' L41 N04'14'54"E 24.86' L42 N67'26'54"W 15.28' L43 S6127'15'W 7.35' L44 S79'51'59"W 21.79' L45 N10'31'58"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' L52 N31'11'26"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 N34M1'43"E 65.00' L58 N45'51'38"E 22.00' L59 N11191'28"E 16.78' L60 N04'12'15"W 23.05' L61 N25'2156"E 23.57 L62 N4742'20"E 17.89' L63 N30'19'18"E 27.94' L64 N19'48'36"E 36.17' L65 N32'4228"E 24.97' L66 N82'34'27"E 17.22' L67 I S44'31'06"E 7.55' L68 S1356'57"W 13.09' L69 N86'14'40'E 19.90' L70 N55'54'01"E 12.63' L71 N39'03'12"E 14.67' L72 NOT47'42"E 13.34' t _100 YEAR FLOODPLAI f �!F PR FLOODP�P �Oa WILLIAMS C _ESTATES' Ifz WILLIAMS CREEK SUBDIVISION 16.81 ACRES 1(r 211.14 ACRES � CURRENT ZONING ZONED A -OR PROPOSED ZONING A 2G SURFACE LOCATION 2SULLOUGH-McCUILOUGH N 0. 1 SINGLE FAMLY RESIDENTIAL p / i - - - LOW DENSITY - - - -- __ _- -- _ _ �. __ _ _ _ _ _ .__ � SINGLE FAMILY RESIDENTIAL 26 DWELLING UNITS SINGLE FAMILY RES ID + LOW DENSITY 28.8 ACRES LOW D } 64 DWELLING UNITS 38D G UNITS 1099 ACRES NTP D p 96.0 ACRES r G� GATESNG EXISTIG/JJJ /j1 P21 TON C SINGLE FAMILY �-RIGHT-OF-WAY PRIVATE STREET �� P 15.5 ACRES •�- + © RIGHT-OF-WAY RESIDENCES � F� 5.1 ACRES `���� FERGUSON BURLESON COUNTY NOT PLA r GAS GATHERING SYSTEM •�, SINGLE LOW DE SITY IVTiAT. r 30' WIDE PIPELINE EASEMENT 'SAND USE -SINGLE I SINGLE FAMll•Y RESIDENTIAL LOW DENSITY } '- i DWELLING UNIT 11 DWELLING UNITS -► ` I n23/58 o LOW ri 1AACRES 153 ACRES m �{ 1 / N/F WILLIAM y RESERVE TRACT t' 856/44s +193.15 ACRES NOT PLATTED �s SINGLEFAMIIY�ENnAL �` 1 CRY OF BRYAN m ZONED A-0 LOWDsrlsmr - - �DEASFIA t'L 1 URE -35' RIGHT-OF-WAY N ; ; OF THE 642.51 ACRE �``, N/F DUSE-OPEN/UNDEY o 120 CinNi`_ + DHrENf1UN 98/83 DEDICATIONTI 866 AC.) { A ERSON-STEPHEN TRACTt1 PAUL ASHTON 80ATRIGHT j, \ - ' 12.8 ACRES i i AREA -1.03 AC. -- --- - __ 689 ' ZONED A-0 � � ----_--- `-� 367/806 � nT L377 x L NOT PLATTED �` x �` i � PROPOSED LAND USE ZONED A-0 �z x z L378 -x s x x '- f[4- x �- ROCK PRAIRIE ROAD `� � `- `` SINGLE FAMILY RESIDENTIAL. -(A -0R) ,`1 D USE -OPEN/ OFED ` N/F CHARLES 1 43 AC. J SI{ ,ar...vr•::rs-��"'`-x----""i ' `x •--�•....., !OW DENSITY ' ^ �,* ZONED NOT PLATTED OF EX1NG�IT)AY FUTURE 35' RIGHT-OF-WAY -- ;^1_1` T' �- 51 DWELLING UNITS. \ LAND USE-AGRICULTURAL/OPEN � WIDE GRAS PAS DEDICATION (2.444 AC.) DEVELOPMENTOLLEGE ON ECONOMICFOUNDATIONZ '" ` ACCO ROAD �'�� `� �- *�+ - x--"" '* (22r 65 CT' AC. CF _` <., _r.; ' _ (12' WIDE -' - x ,�,,,,,-4� GRAVEL pVMT) FUTURE 35 RIGHT -0F -WAY x PEBBLE CREEK DEVELOPMENT CO. 1422/133 (22 OF �T �` x DEDICA110N (1.199 A �' ' " 295.169 AC. NOT PLATTED F r,� S77NG '::. ^ Fr .".E 53p51 x- ,:, _ - _ -ZOI.iEt? A-0 _ �C SEL -_ _ . ___ '� ^� . � ,� .. _ _ s6iT _ --CRY _OF, COLLEGE STATIG,`.l .., 8_PkA_7,n-- 5138/86 LAND USE- a nim PAVFyEN� A} caox.�_ w_ x- (UCK CREEK PARK)NOT COLLEGE COUNTY ZONED PLATTED0 OPEN/UNDEVELOPED / arc PARK 527.59 AC. SINGLE FAMILY LAND USE-OPEN/UNDEVELOPED NOT PLATTED STATION RESIDENCES ZONED A-0 LAND USE -PARK OIL WELL / ocnnnnnnu PROPERTY LINE TABLE UNE BEARING LENGTH L73 N38'28'00"W 20.94' L74 N51'2529"E 18.46' L75 N33'18'44'E 20.10' L76 N2556'11'W 11.84' L7708' 862'24'82"W 40. L78 N61'20'3eW 1242' L79 N31'47'04"W 10.72' LBO N29'18'20"E 28.92' L81 N49'04'54'E 16.68 L82 N71'04'06"E 33.71' L83 NO2'59'38"W 18.73' L84 N4442'53"E 14.02' L85 S85'06'14"E 8.88' L86 N39'05'31"E 19.78' L87 S44'23'59"E 29.20' -L88 - -8643O9OBE '`E- N , 15.66 L89 S72'53 26 E 13.58 L90 S18'55'11'E 18.22' L91 N73'15'17"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 N57'38'50"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' Li 00 S38'53'50"W 11.13' L101 N57'12'08"W 59.55' L102 N13 -55'20"E 14.50' Li 03 N1627'19"W 26.34' L104 N60'57'40"W 27.79' L705 1424'46'26"E 35.50' L106 N22'18'46"W 25.57' L707 N033229"W 20.58' L108 N35'26'27"E 27.59' L109 N53'39'01"E 17.53' L110 S61 *45'43"E 24.17' L111 S03'12'38"W 10.41' L112 S49'5410"W 13.63' L113 S32'25'15'E 21.50' L114 S81*14!16'E 21.15' L115 N26'15'52"E 42.56' L116 N60'09'05"E 11.80' L117 N2245'31"W 10.61' L118 N61'04'08'W 36.25' L119 N15'06'56"E 18.09' L120 SBO'12'50"E 28.62' L121 N89'25'03"E 34.40' Li 22 S00'10'02"W 14.56' L123 S7444'31 "E 14.42' L724 N58'34'16"E 11.99' L725 N10'OB'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' L129 N57'28'15'E 15.84' L130 N86'36'47"E 21.47' L131 N63'45'12"E 16.60' Ll -32 S88'03'53"E 19.24' L133 N00 73'1 4"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 1264' L138 S21 *28'32"E 11.03' L139 S53'00'24"E 18.50' L140 N64'57'38"E 29.10' L141 N16 -16'29-E 14.91' L142 N07'11'28"W 31.85' L143 N16'30'52"W 1242' L144 N53'16'14"W 1 7.58' PROPERTY LINE TABLE UNE BEARING LENGTH 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 N42'51'28'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 N82'33'51"E 15.67' L156 N333457"E 17.61' L157 N13'06'04"E 37.03' L158 N09'21'02"E 21.50' L159 S76'42'49"E 13.35' -L160- -, - __, _ ,_ 840'77`08"E _-, 16.93 L161 N84'46 52 E 27.11 L162 N37'50'58"E 15.47' L163 N72'20'54"E 16.56' L164 S43'43'07"E 14.90' L165 S28'06'27'W 22.47' L166 S37'40'10"E 14.52' L767 N68'00'23"E 28.85' L16B N20'05'03"E 10.04' L169 N47'51'47"E 48.03' L170 N83'36'5eE 11.09' L171 S43'00'41"E 11.68' L172 513'32'36"E 25.95' L173 S44'38'54"E 9.57' L174 S69 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 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 N67'44'04"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 N1632'20"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 N28'12'33"E 16.67' L193 N72'18'52"E 28.98' L194 N58'33'37"E 33.77' L195 N24'08'11"E 20.85' L196 N20'54'08"W 26.36' L197 N15'00'11"E 24.70' L198 N11'00'32"W 22.41' Li 99 N37'08'27"E 50.45' L200 N44'17'26"E 53.58' L201 S89'35'2eE 7.77' L202 S7357'32"E 8.92' L203 N31'55'10"E 14.32' L204 NOB'14'00"W 9.23' L205 N432714'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 S4T12'03"E 19.96' L212 S63'47'38"E 43.07' L213 N77'05'07"E 36.24' L214 S58'50'56'E I 385.07' L215 N88'11'55"E 54.34' L216 N10'26'52"E 68.69' PROPERTY LINE TABLE UNE BEARING LENGTH 1217 N76 -29.19"E 106.91' L218 N14'57'33"E 124.33' L219 N50'29'28"E 194.84' L220 S73'54'17"E 29291' L221 589 4.7'00 E 105.94 L222 S53'18'26"E 140.00' L223 S77'50'04E 120.42' L224 S46'02'41"E 263.11' L225 577'54'47 E 96.12' L226 S4530'28"E 88.71' L227 S63'29'08"E 462.95' L228 S46'56'25"E 139.35' L229 560'52'38"E 16254' L230 S50'28'43"E 205.93' L231 S68'50'5eE 139.10' -L232 -564'51'26"E 246.6Y - L233 559'3853'E 338.83' L234 554'55'35"W 18.58' L235 S29 -05'39"E 8.54' L236 S15'25'45'W 7.37' L237 S71'72'10"W 17.94' L238 S3832'01 "W 22.18' L239 S38'43'46"E 17.39' L240 S15'26'25"W 25.69' L241 N8424'15"W 21.02' L242 S05'15'36"W 23.17' L243 I S82'18'12'W 20.45' L244 S1945'48"E 15.82' L245 S89'13'48'W 10.45' L246 S65'51'29"W 30.38' L247 N15'32'14"W 17.62' L248 N49'39'38"W 16.24' L249 S66'58'09"W 17.43' L250 N26'27'22"W 14.53' L251 N19'59'28"E 11.53' L252 N58'36'30"W 30.87' L253 S89`I5'30"W 18.71' L254 N54'05'30"W 28.85' 1255 N2136'15'W 13.22' L256 S50'03'51"W 8.58' L257 N61'40'55"W 48.37' L25B 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 S27'42'00"W 11.78' L263 S17'5256"W 10.54' L264 S05'11 4'22"E 8.67' 1265 S46'50'57"E 23.87' L266 N75'51'24"W 21.30' L267 S2823'05"W 29.86' L268 S45'30'44"W 19.61' L269 S30'18'45"W 8.90' L270 531'22'36"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' L275 N86'54'50"W 1243' L276 N37'05'39"W 4.45 L277 581'47 27 W 7.57 L278 S68'48'49"W 10.98' L279 I S48'17'12"W 13.55' L280 S71 '37'44"W 18.01' L281 S81'25'03"W 7.85' L282 S5835'21"W 11.88' L283 S11 -35'46"W 11.51' L284 S0625'43"W 8.06' L285 S34'25'38'W 9.73' L286 S36'42'011"W 11.95' L287 S48'03 30"W 24.23' L288 S2542'38"W 1 7.58' PROPERTY LINE TABLE UNE BEARING LENGTH L280 S71'37'44W 18.01' L281 S81 *25'03"W 7.85' L282 S58'35'21"W 11.88' L283 S11'35'46"W 11.51' L284 S06'25'43"W 8.06' L285 S3425'38"W . 9.73' L286 S36'42'01 "W 11.95' L287 S48'03'30"W 24.23' L288 525'42 38 W 7.58 L289 S1623'16"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 S42'11'57"W 17.79' L294 S49'45'47"W 9.99' -1295-` S88'05'07'W- 8.30- L296 581'57'42"W 10.85' L297 S52'19'29"W 11.19' L298 S09'55'05"E 11.50' L299 I 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 I S44'O6'00"W 18.86' L307 N81'13'52 -W 13.59' L308 N40'15'56"W 9.17' L309 N1729'02"E 19.05' L310 N61'36'30"W 7.15' L311 S66'38'34"W 13.70' L312 S16'28'45"W 35.23' L313 S25'43'12"E 18.79' L314 S48'37'22"E 25.48' L315 S34'22'09'E 12.94•' L316 S22 -25.02-W 23.07' L317 S19'36'48"E 25.08' L318 S62'55'30"E 8.69' L319 S5838'31"E 27.85' L320 S46'40'44"W 16.62' L321 S30'08'23"W 73.75' L322 S37'15'18"E 28.20' 7323 S72'44'58"E 10.94' L324 S14'1O'53"E 26.56' L325 S15'10'37"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 S57'48'34"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 N66'55'54"E 10.45' L336 S20'12'40"E 13.35' L337 S25'06'18"W 14.13' L338 S44'16'41"W 34.73' L339 S3726'15"W 26.93' L340 530'49 5TE 9.38 L341 S48'30'22"E 21.14' L342 S61 *13'44"E 11.22' L343 N7T86'18"E 10.35' L344 S39'23'21"E 9.19' L345 S35 -19'40"E 12.40' L346 S20'28'28"E 17.33' L347 S09'05'10"W 11.95' L348 S73'10'23"W 13.02' L349 S29'02'13"W 42.34' L350 S34'06'39"W 24.26' L351 S03'31'51"W 19.19' PROPERTY LINE TABLE UNE BEARING LENGTH L352 S2522'09"E 13.53' L353 S71'37'26"E 10.14' L354 S65'47'57"E 1268' L355 S0545'5eW 6.40' L356 S63'08'39'W 10.71' L357• '0 " SOB 00 B W 79.05 L358 S17 -43'23"W 187.73' L359 S35'07'02"W 55.80' L360 835'07 02 W 62.23 L361 S14'05'21"W 48.52' L362 S24i6'16"W 68.70' L363 505'31'51"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 S13'51'06'E 30.83 L368 S60'08'59"E 21.80 L369 S44'2859"E 28.82' L370 N69'56'31"E 23.92' L371 N48 -32.38"E 6.44' L372 516'56'46"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 N76'50'30'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 N83'17'33"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 N62'35'48"W 115.72' *0157-1-399 ARE NOT USED. L400 N6439'09'W 40.27' L401 N58'13'56W 172.99' L402 N52'54'47'W 222.23' L403 N50'28'06'W 291.23' L404 N49'29'34"W 126.18' L405 N52'05'26W 203.44' L406 N56'13'59W 161.92' L407 N5T38'26"W 135.91' L408 N58'33'36"W 117.15' L409 N5T44'00'W 263.21' L410 N5T44'40'W 184.16' L411 S22'21'36"E 14.83' L412 N64'36'04"E 101.50' L413 S61 -56'52"E 101.35' L414 SBT31'29"E 180.82' L415 S43'02'41 "E 108.98' L416 SOS'21'30"W 78.26' L417 S30'02'23"E 80.89' L418 S08'01'30"W 223.07' L419 I N59'11 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 5E 91.06' L424 N78'00 48 E 114.12 L425 S2T02 49'E 145.11 L426 S62'10'04"W 138.56' L427 S24'52'46"E 101.32' L428 S60'54'17"E 143.33' L440 N21'1224 E 183.61 L441 S78 34'26"E 226.19' L442 S7TOI'30"E 130.47' L443 S06'49'19"W 107.54' L444 S8454'25"E 288.77' L445 N41'44'1 7"E 118.80' L446 538'00'58"E 296.53' PROPERTY LINE TABLE L447 N25 -13'13"E 104.04' L448 S6T31'36"E 150.92' L449 S3B'11'40"E 66.20' L450 N79'06'16"E 217.62' L451 546'17'28"E 112.21' L452 N61'48'22"E 114.24 L453 N29'47'04"E 150.80' L454 N2412'41 "E 250.57' L455 S61'34'06"E 66.57' L456 S74'00' 1 WE 87.54 L457 S42'45'53"E 126.99' L458 S78'36'45"E 156.48' L459 N14'06'1WE 91.50' L460 N83'30'37"E 231.06' L461 S63'44'45"E 123.50' L462 N51'50'09'E 205.06' L463 NOT04'52"W 45.97 L464 S7T16'47"E 104.80 L465 S60'33'1 4"E 216.04' L466 S69'08'44"E 166.96' L4671 N8911'49"E 109.77' L468 526' 15,07"E 146.62' L469 S76'13'18"E 49.28' L470 N6607'12"E 216.68' L471 N40' 14'01 "E 115.33' L472 N05'51'27W 105.65' L473 N2T22'26"E 121.29' L474 S6T10'38"E 184.05' L475 N51'11'56"E 202.79' L476 835'15'12"E 176.15 L477 SB4'13'14"E 98.71' L478 S32'07'35"E 121.23' L479 N51'40'15"E 285.17' L480 N25'09'12"E 112.19' L481 NS V45'33"E 78.15' L482 N00'46'40"W 136.26' L483 N51'54'16"E 72.85' L484 N5524'43W 38.17' L485 NOC23'53"E 46.85' L486 N1 1'44'55"E 215.97' L487 N66'28'45"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 S73'1 7'07"E 351.58' L493 S6TO8'30"E 224.55' L525 N09'56'58'E 52.48' L526 N3T31'32"E 46.00' L527 NOT08'57'E 86.44' L528 NOT23'08"W 81.21' L529 N 19'00'07'W 7.38' L530 S46'29'17'W 6.44' L531 S6T53'1O'W 23.92' L532 N46'32'20"W 28.82' L533 N62'1 2'20V 21.80' L534 N15'54'27W 30.83' L535 N39 -57'01"E 16.28' 1-536 N24'59'56"W 33.09' L537 N5906'05"E 24.70' L538 NOT28'30"E 101.99' L.539 N22'1255'E 68.70 L540 N12'02'00"E 48.52 L541 N33'03'41 "E 62.23' L542 N33'03'41 "E 55.80' L543 N15'40'02"E 187.73' L544 N0556'47"E 79.05' L545 N61'05'18"E 10.71' L546 N0342'33"E 6.40' L547 N6T51'18"W 12.68' L548 N73'40'47"W 10.14' L549 N2T25'30"W 13.53' L550 N01'28'30"E 19.19' PROPERTY LINE TABLE L551 -- N32'03'18"E 24.26' L552 N2T58'52"E 42.34' L553 • N71'07'02"E 13.02' L554 NOTO1'49"E 11.95' L555 N2731'49"W 17.33' L556 N3T23'O1 "W 12.40 L557 N41'26'42'W 9.19' L558 S70752'57W 10.35' L559 N63'17'05"LN 11.22' L56o N50'33'43"W 21.14 L561 N32'S3 i8"W 9.38 L562 N35'22'54"E 26.93' L563 N42'13'20"E 34.73' L564 N23'02'57"E 14.13' L565 N22'16'01"W 13.36' L566 S64'52'33W 10.45' L.567 N6736'09"W 29.79 L566 N38'1015"W 9.56 L569 N29'58'03"E 33.20' L570 N4T01'17'E 15.90' L571 N24'30'39"E 18.49' L572 N55!45'1 YE 14.62' L573 N55'41'30"E 11.12' L574 N06'35'48"E 9.53' L575 NoT05'39V 13.58' L576 N13'07'16'E 24.49' L577 N16'14'14W 26.56' L578 N7448'19W 10.94' L579 N3T18'39"W 28.20' L580 N28'05'02"E 73.75 L581 N4437'23"E 16.62' L582 N60'41'52W 27.86' L583 N64'58'51 "W 8.69' L584 N21 -40'09"W 25.08' L585 N20'21'41 "E 23.07' L586 N36 -25'30"W 12.94' L587 N50'40'43"W 25.48' 1-588 N2T46'33'W 18.79' L589 NI4'25'24"E 35.23' L590 1464'35'13"E 13.70' L591 S63'39'51 "E 7.15' L592 S15'25'41'W 19.05' L593 S4T19'17"E 9.17' L594 S83'17'13"E 13.59' L595 N4T02'39"E 18.86' L596 N13'46'59W 12.01' L597 N2T49'28"W 52.13' L598 S88'49'31'W 6.11' L599 S65'39'40'W 18.54' L600 S87'03'06'W 7.48' L601 N59'34'58"W 8.74' L602 N40'01'06'W 8.38' L603 N11'58'26 W 11.50' L604 N50'16'08"E 11.19' L605 N79'54'21 "E 10.85' L606 N86'01'46"E 8.30' L607 N4T42'26"E 9.99' L608 N40'08'36'E 17.79' L609 N12'57'05"E 7.50' L610 N20'47'37"W 12.75' L611 N04'50'43"W 8.14' L612 N14'19'55"E 24.09 L613 N23'39 17 E 7.58 L614 N46'00'09"E 24.23' L615 N34'38'40"E 11.95' L616 N3T22'17"E 9.73' L617 N04'22 22 E 8.06 L618 N09'32'25"E 11.51' L619 N5632'00"E 11.88' L620 N79'21'42"E 7.85' L621 N69'34'23"E 18.01' L622 N46'13'51"E 13.55' L623 N66'45'28"E 10.98' PARKM MEA FOR UGC CREEK PNM PROPERTY TABLE L624 _LINE N79'44'O6"E 7.5T L625 S39'09'00"E 4.45' L626 S88'58'11"E 12.43' L627 N7T48'19"E 9.79' L62B N53'21'48"E 29.86' L629 N26'40 OBE 6.94 L630 NOB37108"W 11.40' L631 N33'25'57W 7.47' L632 N28'15'24"E 8.90' L633 N43'27 23 E 19.61 L634 N26'19 44 E 29.86 L635 S77*54'45"E 21.30' L636 N48'54'18"W 23.87' L6371 NOT 17'43"W 8.67' L638 N15 -49'35"E 10.54' L639 N25'3B'39"E 11.78' L640 N68'33 2D E 448:82 L64i 581'38'37"E 32.31' L642 S71'1442"E 43.18' L643 S25'30'28"E 8.36' L644 S63'44'16"E 48.37' L645 N48'OD'30'E 8.515' L646 S23 -39'36"E 13.22' L647 S56'08'51 "E 28.85' L648 N8T12'09"E 18.71' L649 S60'39'51 "E 30.87' L650 SIT56'07'W 11.53' L651 S28'30'43"E 14.53' L652 1464'54'48"E 17.43' L653 551'42'89"E 16.24' L654 S1T35'35"E 17.62' L655 N63'48'08"E 30.38' L656 N8T10'27"E 10.45' L657 N21'49'09"W 15.82' L658 N80'14'51"E 20.45' L659 NOT 12'15"E 23.17' L660 S86 27'36"E 21.02' L661 N13'23'04"E 25.69' L662 N40'47'07"W 17.39' L663 N3628'40"E 22.18' L664 N69'08'49"E 17.94' L665 N13'22'24"E 7.37' L666 N31'09'00"W 8.54' L667 N5T52'14"E 18.58' L668 S61'42'1 4"E 41.86' L669 S7TO2'49"E 384.54' L670 S03'12'47"E 104.56' L671 S45'56'03"E 236.52' L672 SOT09'29"E 51.86' L673 S6TO5'59"E 244.50' L674 S38'18'21"E 111.86' L675 SOT59'02"E 139.70' L676 S49'49'45"E 201.91' L677 N73'03'44"E 95.97' L678 N46'50'00"E 42.02' L679 S87*11'54"E 69.90' L680 S4T37'59"E 106.52' L681 S45'45'08"E 193.94' L682 S83'00'54"E 89.71' L683 N8T14'28"E 53.21' L684 N6T26'45"W 71.66' L685 N62'54 33'1N 150.90 L686 N6725'04"W 164.90 L687 N72'12'36W 163.27' 88N7558'11°W 176.78' LLL6 689N78'53'51"W 237.16' 690 S6T26'45"E 84.13' 691 N33'21'56"E 17.99' SCALE IN FEET •ri."kj I 642..51 ACRES WILLIAMS CREEK SUBDIVISION 211.14 ACRES AND WILLIAMS CREEK ESTATES SUBDIVISION 116.81 ACRES AND REMAINDER OF ANDERSON -STEPHEN TRACT 'S� f1 PJ. ei,J 9:� 314.56 ACRES NATHAN CLAMPITT SURVEY, A-90 S.W. ROBERTSON SURVEY, A-202 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=400' APRIL, 2005 (REV.) OWNERS: Stan & Jean Stephen Joe and Janet Johnson Joe and Janet Johnson Land and Investments, L.P. Family No. Two, L.P. 1400 South Commercial St. 1400 South Commercial St. 2514 Memorial Drive Coleman, Texas 76834 Coleman, Texas 76834 Bryan, Texas 77802 Carol M. Anderson Johnson Investments, LLC 2504 River Forest 1400 South Commercial St. ENGINEER: Bryan, Texas 77802 Coleman, Texas 76834 SURVEYOR: Y R. DEVELOPER: TCON S.M. Kling, RPLS No. 2003 Joe and Janet Johnson General Contractors Kling Engineering & Surveying Land and Investments, L.P. L. Urso, P.E. P.O. Box 4234Ginger 1400 South Commercial St. 1707 Graham Road Bryan, Texas 77805 Coleman, Texas 76834 College Station, Texas 77845 (979) 846-6212 (325) 625-2124 (979) 764-7743 - r 'S� f1 PJ. ei,J 9:� 41L4 ..-_-...---1‘1-'1*--;:: *- '4...*::III ijiCIT:-..''CCLuu:1::ILLE:rC2 ' ' .''11.''''';‘11.1:‘ i'ell \ # 111'1 , \ / ' 1 '/ ' I 1 / , "::"4 .s'• 4.'` 4 tr , ill ,. .54 ' 1 ' /' / ' if / - / I '6/ i , s4 - a , - , — -- P: - i 2 1 -it C.) i, ;.9—Lj ' g•E' , P;- ----lz , '4" r,4‘s ...,,z, 1, 11 g "--1 2, -±, — - 8g §, \ g ,-, I i ' A'gV FRIi ''' I alt,..qh /I ' '.' -- , --1-- 1 1 ,. o ,, / % , ,','•." 1 11 1 : so , i /' ' \ I ' S /, ' eirr 14, . _ -Iii me- 1pfaik .....,..... 0< .7 4 au il LEj CI ..-_:`' „; WO\11111111111g:VO' , ,_ 'A' 8 orMcQP :um tE,-It! t g 4iitt..,0 en IOR ,3 (i., --.- Oi .........--, - c..) 1< II . f - ° / i c ,- . • •/ FILE CaPY - s ���v ��A���.. 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