HomeMy WebLinkAbout24x36 (2)NOTES:
N/F HARIZELL ELKINS
35.37 AC. ^�
1920/323
NOT PLATTED
ZONED A -0 /
LAND USE-
AGRICULTURAL /OPEN /
WAS uMCFAL PUMM AGUM
71Y WME E1, ee� EASEMENT
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1; OWNERSHIP OF THIS TRACT IS FOUND IN VOL 6041, PG. 136 OF THE OFFICIAL DEED 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: 30'3513 °, 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. ZONING FOR THIS TRACT IS RURAL RESIDENTIAL SUBDIVISION (A -OR), EXCEPT FOR WILLIAMS CREEK DRIVE FROM
THE ENTRANCE TO THE CREEK, WHiCH IS ZONED AGRICULTURAL -OPEN (A -O).
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.
/ , F DRAINAGE EASEMENTS WILL BE PROVIDED AS REQUIRED BY SECTION 12 -J OF THE SUBDIVISION ORDINANCE.
PNOO MOM OAS CO. f , j 8, SIDEWALKS ARE NOT REQUIRED ON RURAL RESIDE /, i NTTAL ANO COLLECTOR STREETS AND ARE NOT PROPOSED FOR
E T O
411/+ t / ► �j / THIS SUBDIVISION.
p •n 9. THE EXISTING ELECTRICAL EASEMENT AND ELECTRIC LINE WILL BE ABANDONED OR RELOCATED TO ALLOW
1 I / .-Z- •� i' ,� Mt)NU1� 57 / D &ELOPMENT ON LOT 10, BLOCK 2, AND ON LOT 6, BLOCK 4.
' off AREA NO. 1
0.054 ACKS ` • 9 , _ 7 t t ► 1 - r� 1 Q3. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES
5,, 1 1 22 i / WILL BE DESIGNED AND CONSTRUCTED TO CiTY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE
IL WELL 23
LOCATED IN 15' UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE
/ O
SITE '' i ` ' 19 1 20 1 MIN.r�213s / T14E REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS.
REMAINDER OF 642 .82 ACRE i �' \\ t 1 1 i to . a�r•r��f3•o' ^ / 1�, A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS.
ANDERSON- STEPHEN TRACT 1 \ II MIN.Fr
1 { \ 17 18 1 ---� � BLO
i � 24• p '- �... ZONED A -0 ` ` ► � � i .,...- MII•i.FP- �ti3.o
/ MIN.FE 2 i'"? 24 P 7o R ow C62 ' 2S / / 1R. ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK ESTATE SUBDIVISION WILL BE AT LEAST 1 ACRE IN
FERGUSON BURLESON C , �� Qa ►atr _ >o• " f -
GATHERING SYSTEM �v 0 moo '9 Row i 5 6 1 BLOCK 1 \ 16 \ amt FF�tus ' - 12 ° \ i �: SIZE (NOT INCLUDING LOT AREA WITHIN THE FLOODPLAIN AND DRAINAGE EASEMENTS) AND WILL HAVE AN ON -SITE
' \ \
�nmt. 2t5o f�r.fF�tu SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIREMENTS OF THE BRAZOS
CL 30' WIDE PIPELINE „ L407 \ tltn�M6-2rfo e
/ \ � - �H SE 3 d /
EASEMENT J O.O H 2 C 1 � � ,vm+.r t 15 ` n 1 / o / COUNTY HEALTH DEPARTMENT. A GRAVITY SANITARY SEWER MASTER PLAN FOR THIS SUBDIVISION WILL BE
1723/58 ; S \ v'` 1 1 j j 1 13 \ �? \ 26 OT-SIGNED AND SUBMITTED IN ACCORDANCE WITH SECTION 12 -R.3, SANITARY SEINER MASTER PLAN.
4
mo t' / MM.Fr217S }� t 10 ' 7 " ° / 0 MEN.FF�12.0� r / Vii. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC 5 ' 9 XI
9 ' 1 / / ' DISTRIBUTION LINES WILL BE LOCATED IN THE 15 UTILITY EASEMENT AT THE FRONT OR REAR OF THE LOTS.
0 7 �. % 1 1 / 30 \ �' REMAINDER OF 642.82 ACRE
PRODUCERS GAS CO. , � o° . "- ---., - - ••� ----.� `° L1�io � BLOCK 1 14 ° '��r � \ � 8 ! 1 �'� 14 � � ;. -' V f ANDERSON - STEPHEN TRACT
14. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE POLICY AND DESIGN
CL 50' WIDE
PIPELINE EASEMENT 7 OIL W � i,� - ` _ 3 BLOCK 3` / \ 7 1 \` BL 2 29 27
` 13 ZONED A -o giANDARDS.
15. THE PRE -2002 CITY LIMIT LINE FOR COLLEGE STATION IS SHOWN ON THIS PLAT. LOTS THAT FELL INSIDE THE
�'y \ PRE -2002 COLLEGE STATION CITY LIMITS WILL BE SERVED BY THE CITY OF COLLEGE STATION ELECTRIC SERVICE.
411/104 / / ' . \ s � u�� S 6 \ \ 1 vti ftKFF-atlo
N
�� �� 28 v� 16. PER THE U.D.O. SECTION 5.2 RESIDENTIAL DIMENSION STANDARDS, MINIMUM LOT SIZE AND BUILDING SETBACKS
_@f 5 -EF =217.5 U U ' \ 16 �y FOR A -OR ZONING ARE AS FOLLOWS: 1 ACRE MINIMUM LOT AREA, 50' FRONT SETBACK, 20' SIDE SETBACK, 15'
12 ' �` \ ` 1`] ` � �, 1 � 31 �\ � �-, tP�,� SIDE STREET SETBACK, AND 50' REAR SETBACK.
RHAk 2 1B \ \ 17. VARIANCES ARE REQUESTED FOR THE FOLLOWING SECTIONS OF THE SUBDIVISION ORDINANCE:
I ED
16" WELLBORN ` � ` �
/ ` I SECTION 8 -G.2 RELATION TO ADJOINING STREET SYSTEMS - ALLOW CONNECTION TO UNPAVED ROAD
32
SPECIAL UTILITY
� s Las � � ..� 1 I ,. 1 \ , � 4 � ` ' � \ �` � � � �` {
�� \ SECTION 12 -1.5 HALF STREETS - PLATTING OF ONE -HALF THE RIGHT -OF -WAY FOR ROCK PRAIRIE ROAD
DISTRICT WATERLINE
9 56. Al.� ° s/ 33 ( I SECTION 12 - 1.11 GEOMETRIC AND PAVEMENT STANDARDS - STREET GRADES NOT TO EXCEED 8%,
2� � \
� csr '. =` . � � 1 j ` /�1• ti4
20 ` $,1�A" ~� e / \� I EXCEPT JOHNSON CREEK LANE, WHICH WILL NOT EXCEED 16%
N \ I SECTION 12 -K.1 GENERAL - ALLOWABLE BLOCK LENGTH To BE INCREASED FROM 1500' TO 3000'
34 � 47 48 1 49 ti � mCx SECTION 12 -J.2 UTILITY EASEMENTS - A REDUCTION IN THE UTILITY EASEMENT WIDTH FROM 20' TO 15'
1 4 3 / 3 5 1 I I � LM SECTION 12 -R.3 SANITARY SEWER MASTER PLAN - SCHEMATIC PLAN ONLY (NO PLAN /PROFILE SHEETS)
45 1 BLOCK 1
SECTION 15 OWNERSHIP - LOCATED IN CCN AREA OF WELLBORN SPECIAL UTILITY DISTRICT
" REMAINDER OF 642.82 ACRE � S 9p�
/ ` 1 I 1 18. THERE SHALL BE A 10' ELECTRICAL EASEMENT CENTERED ON ALL INTERIOR LOT LINES.
ANDERSON- STEPHEN TRACT 6 _
/ ZONED A -O /
2 15 h �` 1, � a ps "; - art-- 19. THERE SHALL BE A 5 WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT
f E 'I LOCK 1 \,. 44 a4 _+ ve 24' p yNr _ R OVERHEAD UTILITY LINES ALONG ROCK PRAIRIE ROAD. SAID EASEMENT WILL EXTEND 20' BEYOND ANY UTILITY
2 / BLOCK3 I _ _ EASEMENT.
GAS \ 37 t 43 9 ' 10 -
FERGUSON BURLESON COUNTY 1`
w , r GATHERING SYSTEM BLOCK 2 14 G � ` 22 �, I _ _ BLOCK 3
15 WIDE PIPELINE EASEMENT p i 3 8
_ \ y
1949/315 _ / ` _ \
- -_ I 1 - '� 1 HAS 4
I /
13 \ 23 40 i 42 8 6
7
41
CITY OF BRYAN % v
_ 4 °
'�29`DE ELECTRICAL EASEMENT j(/ - \ 39 / $ 1 1
f 7 + t _ ` r 2 J () lL { t t - --Q'12 _. N L_ -- -�,. -- �/
-- / ` � 250 12 '_ _ 0 � 250
- 98/83 I
12 /p 6 i ti0'275 -- _-- Gil 1420
c9 s7s•2ss SC E I
sE aassa• � l ts '�t.=T
5 - _ v�� \ S 24 PWT. 1 70' ROW - -GL4 LA25 e , � IZ6 -
B
3 8 -- -- Q C K 4 I c of BRYAN -
/ ` ► - '20 -VrDE F;�sEMExr ;-"_ BLOCK 3 ~
=� 6 11 BLOCK 4 98/83 - - - - - ► - �. 13 1 1 3
C GE S - TPRE-20 COLLEG r.
PRE -2002 - = _ i -- 12 -- ( 1 -
OU ETATION a _ ^�� - 10 11 1 4 CITY LIMIT ON LEGEND
- 1 t i 1. �„ i 1 1 - , co 4ss 6 PROPERTY BOUNDARY v -
+ x CITY LIMIT LINE t ����` _ J .t ` �` - - � I I j l a+�ON • I I 1 3 S�29$f
_
i 11 - -- _- - - - - -- - - - -- -- - -- - -- _ PROP
- -
_ OSED 3
t 2 WATER
\ 1 _ - - __ _
c 1 - -. .. _ - N0. S Ec OE1ENnW - J _ - - - -= - -. - __sir �.:4r - =fir ..:t.?r;-�.: sf`.�czr-' ,
+ k J t -- ---""' a •rfr rFt c - „r:-:-• ,'-"^ : - , -ra:.. - :�:...i. ,nT.Y 7�'Lf"rih;F;i- 'ti
x x - t z - - PROPERTY LINE v -re
_ RIGHT-OF-WAY LI PROPOSED 8" WATERLINE
�.- - -- =-, iii "r.'ak�
- - - - - - ==t= ` - - - -- - - r_. L 377 "`-_ --- � P ROPOSED 2" WATERLINE
�„. . _ R POS
\ x ••`- ; 5 ` PROPOSED FIRE HYDRANT
„ - - '- -� - `;= �A,-.S k } ,, : x L378 -= X " X '� z ; G.P.S. MONUMENT PROPERTY CORNER FHA
\ y 9 _
BBLE CREEK DEVELOPMENT CO. 157
PE
295.169 AC. / \ i L S nt x
r ._:.,� • -� -. PROPOSED UTILITY EASEMENT
,__, -,- ,; � , ., Y , - : � .�.-•- v v EXISTING WATERLINE
COLLEGE STAT10 CONOMIC
5138/86 v` �___ $ 4:r < ?' - x-- 35 ROCK PRAIRIE ROAD DEVELOPMENT NDATiON - - - - - - - PROPOSED DRAINAGE EASEMENT +� � � >� ran PHASE LINE
NOT PLATTED / k _ ` -- * PEBBLE EEK DEVELOPMEtJT CO.
ZONED A -0 �_ J -� 95.169 AC. RIGHT 1422/
EDGE OF PAVEMENT COLLEGE STATION CITY LIMITS
LAND USE - OPEN /UNDEVELOPED ^ _.; . -�1 +'i =' -' x 2 I
_ ,, ,,. -• x �( ++
( 5138/86 N P I
-
OT PLATTED DEDICATION I ------
�' H PFY OF ZONE
�/ �j
ZONED A -O ------ - - - - -- EXISTING EASEMENT
[ l L LAND u PROPOSED STORM CULVERT
3.097 AC.
, ._.._x_. ---- -- LAND - OPEN / UNDEELOPED OPEN /LINO oPED � � EXISTING PIPELINE RUNOFF FLOW DIRECTION
OVERHEAD ELECTRICAL LINE
-x EXISTING 100 -YEAR FLOODPLAIN LIMITS
_ RTY LINE TABLE CURVE TABLE CURVE TABLE FENCE 25 �
_ LE PROP LINE TABLE PROPE LINE TA PROPERTY' LINE TA B u PROPERTY INANE TA TM u N PROPERTY I NINE TABLE u N PROPERTY INA LENGTH LINE P BEARING LENGTH CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING
;e?a' -:n7 RIGHT -OF -WAY DEDICATION
P ROPE RTY LIN TAB '2 BASE FLOOD ELEVATION
L225 S7T54'4TE 96.12' L281 S61WO3 "W 7.85' L337 S25'O 5 - W 14.13' L400 N41'55'01'E 180.00' C1 202.00' 765.00' 15'0745 101.59' 201.42' S55'38'51'E C54 41.98' 25.00' 96'13'15' 27.87' 37.22' S74 40'27"W
LINE BEA LENGTH LINE BEARING LENGTH LINE BEARING LENGTH L169 N4T5R 48.03' L282 858'35'21 "W 11.88' L336 S44'i6'41'W 34.73' L401 S48'O4'59 "E 50.00' C2 293.20' 535.00' 31'24'03' 150.39' 289.55' N4T30'43'W X55 16.09' 25.00' 36'52'12" 8.33' 15.81' S08'07'44'W
L1 N3434 "E 45.19' L57 N34`1V43 "E 65.00' L113 S32'25'15 ° E 21.50' L170 NEI 56'54 "E 11.00 L226 S45'30'28E 88.71' C3 249.47' 465.00' 30'44'18' 127.81' 246.49' S4T10'51 ° E C56 221.43' 50.00' 534.423 66.67' 80.00' S63'26'10 "E
22
L58 N45'51'38 ° E .00' L114 S81'14'16 ° E 21.15' L227 S63'29'O8 "E 462.95' IL283 S11'35'46 "W 11.51' L339 S37'26'1 5 ° W 26.93 L40 N41'55'01 "E 50.00'
L2 N43'35'51 ° E 39.37 L115 N26 15'52 ° E 42.56' L177 S4YOO'41 "E 11.68' L284 SO6'25'43 ° W 8.06' L340 S30
-9-08'02'E 9.38' L403 S48'04'59 "E 9.59' C4 287.02' 535.00' 30'44'18 147.05' 283.59' S4T10'51 ° E X57 16.09' 25A0' 36'52'12' B.33' 15.81' N4459'55'E
L3 N6508'02 ° E 53.93' L59 N11'S1'28 "E 1x•78' L116 N60'09'05 ° E 11.80' L172 S13'32'36 ° E 25.95' L228 S46'S6'25'E 139.35' L341 S4830'22'E 21.14' L404 S63'12'44'E 194.27' C5 254.84' 465.00' 31'24'03 130.71' 251.66' N4T3D'43 X58 38.88' 25.00' 89'06'50' 24.62' 35.08' N1T59'35'W
L4 S65'23'31 "E 40.89' L60 N04'12'15'W 23.05' C6 220.49' 835.00' 15'07'45" 110.89' 219.85' S55'38'51 ° E X59 39.27' 25.00' 90'00'00" 25.00' 35.36' S1837'27'W
L5 S83'21'33 ° E 74.44 L61 N25 21'56'E 23.57' L117 N22'45'31 "W 10.61' L174 S6924'07 "E 14.79' L230 S50'2843'E 205.93 L286 S36'42'OB ° W 9 95 L3 S61
N72'56' 8 E 10. 5' L406 S62'33 00'E 44.46' PRELIMINARY gg' L118 N61'04'08 ° W 36.25' 139 L287 S48 03'30'W 24.23' C7 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'59 'E X60 28842' 435.00' 3759'20' 149.74' 283.16' N4437'47'E PLAT
L6 N43'S2'05'E 21.57' L62 N47 42'20 "E 17 L175 N67'11'51 ° E 11.00' L231 S68'S0'54'E L344 S39'23'21 "E 9.19' L407 S63'12'44 ° E 194.27' CB 39.27' 25.00' 90'00'00 25.00' 35.36' S86'55'01"W X61 436.46' 365.00' 68'30'49' 248.58' 410.92' S59'53'31'W
L7 N31'14'35 "E 39.55' L63 N30 19'18 "E 27.94' L119 N15'O6'56 "E 18.09' L232 S64'51'26'E 246.62' L288 S254238'W 7.58 L408 S4804'59 "E
"E 3617 L120 S80'12'50 "E 28.62' U76 N16'06'47 ° E 12.52' 33 ncn 44RR3' L289 S16'23'16 "W 24.09' L345 S35'19'40`E 12.40. °nom , ...« C9 39.66' 25_00' 90.53,10° 25.39 35.63' N72.00'25 ° E X62 28643' 675 ^ 00' 26'41'06" 145 283 N7230'31'W
n. �C Cn nn• , " tee.. •fn".,. I.C2 , , , , •swA..
L146
L147
L148
L46
N41'09'02 "E
L8
L9
N12'48'03'W_
° E
28.29
29.36'
1 Ni3 "55ZUt
"W
L64
L65
N19 48 36
N32'- 42'28'E
24.97'
- -- - -
S76 42',WE
L121
N89'25'03 ° E
3`1•`10'
N 88'11'55 "
° E
L177
L178
N20'44'35 "W
N15'31'28 "E
22.17
24.15'
8.84
_
34.07'
L2
L234
L104
N16 '2T19
N60'57'40 ° W
L70
N20'38'37
N21'32 '56'W
27.64'
S40'it'0 "E
° E
L66
N82 34 - 27 "E
"E
17.22'
'
N10'26'52
N76 ?9'19'E
L122
L123
S00'10'02'W
S74'44'31 "E
14.56'
14.42
18.69'
L179
N37'55'28 "E
28.40 '
35.50'
L235
L761
L162
N84'46'59
N37'50'S3, E
L71
N 21'3V5 3 "W
26.76'
N14 '57'33 E
L67
S44'31'O6
° W
7.55
13.09'
17.91'
L124
N5834'16 "E
11.99'
25.57'
L180
N12 ° E
"E
15.91'
16.56
L236
L237
L219
N5079'28'E
L12
L13
N08'32'21'E
N1227'35'E
26.35'
48.58
14.90'
L68
L69
S13'56'57
N86'14'40 ° E
19 .90'
20.58'
27.59'
L125
N7008'58 ° E
22.48'
14.90'
L181
L182
N01'56'39
N67'44'04 "E
15.67'
33.50'
292.91'
L238
N31'11'26
N46'49'25 "W
17.77'
12.22'
L14
N19'I6'46 "W
15.80'
17.53'
L70
N5554'01'E
12.63'
22.47'
L126
L727
N21'43'34 W
N08'48'O6 ° W
15.17'
33.04'
105.94'
140.00'
L183
N09'30'09 "E
15.21'
L239
S6145'43 "E
24.17'
L15
N19'25'07'W
° E
25.90'
14.52
28.85'
L71
L72
N39'03'12'E
"E
14.67'
13.34'
120.42'
L128
N49 48'42'W
27.75'
L184
N67'03'28 "W
"W
33.00'
-
L240
L241
N20'05'03E
10.04'
L16
L77
N46"16'24
'E
12.11'
27.76'
263.11'
173
N07'47'42
N38'28'00 'W
20.94'
L129
N5T28'15 "E
15.84
L185
L186
N29'59'24
' "
N30'0026 E
24.91'
.
1986'
L242
L18
N44'43'35
N33'36'05 "E
21.55'
L74
N51'25'29 ° E
° E
18.46'
L130
L131
N8636'47'E
N63'45'12 "E
21.47'
16.60'
L187
N16'32'20 "E
33.29'
L243
59
N72 35'56 "E
13.53'
L75
L76
N33'18'44
N25'56'11 ° W
20.10'
11.84'
L132
S88'03'53 "E
19.24'
L188
N56'i6'30 "E
"E
13.34'
L245
L20
L 21
N35'51'13 "E
"E
22.37'
24.05'
L77
S62 "W
40.08'
L133
N00'13'14 "W
"W
52.76'
L189
L190
S66'56'18
'
N62'0150 ° E
24.63'
70.59'
L246
L22
N24'21'12
N86 05'55 ° E
12.83'
L78
N61 '20'3eW
° W
12.42'
L134
L135
N58'52'12
NO3'36'O8 "E
33 .53'
8.69'
L191
N09'57'20'E
36.2 6'
1247
L2 3
N43'5854 ° E
66.65'
L79
N31'4704
° E
10.72'
28.92'
L136
N71'35'30 ° E
30.49'
L192
N28'12'33 "E
° E
16.67'
L 248
L249
L24
L25
N23'57'44 ° E
N33'23'29 "W
24.15'
29.64'
180
L81
N29'18'20
N49'04'54 "E
16.68'
L137
S36'04'13 ° E
12.64'
L193
L194
N72'18'S2
N5B33'37'E
28.98'
33.77'
L250
12 6
N4846'04 "E
22.4-W
L82
N11 '04'O6 "E
"W
33.71'
L138
L139
S21 32E
S53'00'24 ° E
11.03'
18.50'
L795
N24'OB'11 "E
20.85'
L251
L27
S67'06'49 "E
"E
6.85'
L83
L84
NO2'S9'38
N44'42 '53 ° E
18.73'
14.02'
L140
N64'57'38 ° E
29.10'
L196
N20'54'OS "W
° E
26.36'
'
L252
1_25Z'
L
L28
L29
N54'50'41
N11 5WO1 ° E
49.25'
23.02'
L85
S85'O6'14 "E
8.88'
L141
N76'I6'29 ° E
° W
14.91'
L197
L198
N75'10'11
N11'00'32 "W
24.70
22.41'
L254
L30
N67'46'27 "W
_
15.04'
_ __.
L86
, e s
N39 05'31'E
�..•nzae °c
19.78
�0 9n'
L142
L143
N07'11'28
N16'30'92 ° W
31.85'
12.42'
L199
N37'08'27 "E
50.4.5'
n, ",
L25 °
112c,F
L146
L147
L148
L46
N41'09'02 "E
_23.21'
uUL
L103
1 Ni3 "55ZUt
"W
I•r.uv
26.34
- • --
L159
- -- - -
S76 42',WE
13.35'
L215
N 88'11'55 "
° E
54.34
L47
L48
S69'51'2 ° E
N33 '50'07 "E
8.84
_
34.07'
L104
N16 '2T19
N60'57'40 ° W
27.79'
L760
S40'it'0 "E
° E
16.93'
L216
L217
N10'26'52
N76 ?9'19'E
68.69'
106.91'
L4
N22'30'46 ° E
18.69'
L105
N2 4'46'26 ° E
° W
35.50'
L761
L162
N84'46'59
N37'50'S3, E
27.11'
15.47'
12 18
N14 '57'33 E
12 4.33 '
_
L50
N86' 04'56 "E
17.91'
L106
N22`18'46
"W
25.57'
L163
N7220'5? E
16.56
L219
N5079'28'E
194.84'
L51
N43'05'59 ° E
"W
14.90'
L107
L108
NO3'32'29
N3526'27 "E
20.58'
27.59'
L164
S43'43'07r "E
14.90'
L220
S7354'17 'E
292.91'
L52
L53
N31'11'26
N46'49'25 "W
17.77'
12.22'
L109
N5339'01 °E
17.53'
L165
S28'O6'2r "W
22.47'
L221
L222
S89'47'00 ° E
S53'18'26'E
105.94'
140.00'
L54
N0 - W
18.12'
L110
S6145'43 "E
24.17'
L166
L167
S37 40'1!.GPE
N68'00'23
14.52
28.85'
L223
S77 '50'04 ° E
120.42'
L55
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N37'2629 ° E
rion•=n•AV'V
16.69'
in no'
Li 11
L112
S03'12'38'W
S49'54'10 ° W
10.41'
13.63
N20'05'03E
10.04'
L224
S46'02'41 "E
263.11'
' L411
' L412
L413
L414
L415
L416
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L431
4087 -099 ARE NOT USED.
I -
, z :c
C16 300.45'
C17 39.27'
C18 242.01'
C19 520.17'
C20 918.70'
C21 2.14'
C22 205.58'
C23 24.30'
C24 359.24'
C25 41.83'
C26 292.01'
C27 358.47'
C28 495.43'
C33
C34
'47°
'13'
'51'
• 42"
03°
851.3E
2.14'
88.47
23.35
354.1:
37.12
1 188.42'
17.31'
i' 80.13'
C66
X67
PR ELIMIN AR '9* i
.. P A `: -- Ay 19
WILLIAMS CREEK SUBDIVISION
213.905 ACRES
RIGHT -OF -WAY DEDICATION
3097 ACRES
NATHAN CLAMPITT SURVEY, A -90
S.W. ROBERTSON SURVEY, A -202
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 " =250' MAY, 2004
OWNER /DEVELOPER: REVISED JUNE, 2004
Joe and Janet Johnson
Land and Investments, L.P.
1400 South Commercial St. FILE COY
Coleman, Texas 76834 ENGINEER:
(325) 625 -2124
SURV EYOR:
E C
T
S.M. Kling, RPICS No. 2003 General Contra
Kling Engineering Ginger L. Urso, P.E.
& Surveying 1707 Graham Road
Y 9
P.O. Box 4234 College Station, Texas 77845
Bryan, Texas 77805 (979) 690- 7711.-
(979) 846 -6212 SHEET 1 OF 6