HomeMy WebLinkAboutDrawings. 6AP",
410
LINE TABLE
TABLE
LINE
LENGTH
BEARING
Li
7.15'
9'W '
L2
7
N 1 ' 17
L3
.54'
N 3'47'43'W
L4
124.33'
N14 57'33"E ;
L5
194.84'
N5T '28 "E
L6
105.94'
9' 7'00'E
L7
140.00'
S53'18'26 "E .
LB
120.42'
S77*50'04 "E`
L9
96.12'
S7754'47 "E
L10
88.71'
545'30'28 "E
L11
139.35'
S46'56'25'E
L12
162.54'
S60`5 2'38"E
L13
205.9.3'
550'2 '43'E'
L14
139.10'
S '54'E
L15
•
6"
L16
18.58'
'35
L17
.54'
S 9' 5'39"E
L18
7.37'
S 1 525'45W
-L19
17.94'
S7 ' '10
L20
for a distance of 18.86 feet,
for o distance of 13.59 feet.
S '0 1 'W'
L21
17.39'
S 43'46 "E
L22
.69'
S15' '25
L23
21.02'
N84 4' 15"W
L24
3.17'
SO '15'36"W
L25
0.45'
S8 18' 12"W -
L26
15.82'
S19'45'48'E .
L27
10.45'
S8 1 '48"W
L28
30.
S ' 12 'W .
L29
17.62'
N1532'1 4
L30
16-24'
N4W39'38'W
l31
S 37. 15' 18" E
S 6' '09"W
L32
S 46 50' 57" E
7'22"W
L33
for a distance of 10.94 feet,
N19'59'28 "E .
134
A28.85'
N58'36'30'W
L35
S89'I5'30"W
L36
S 15 10' 37' W
N54 05'30'W
L37
.
N21' 6' 15'W .
L38
8.58'
S50`03'51
L39
48.37'
N 1'40'55"W
L40
8.36'
N2.T 7'071N ' '
L41
S 57. 44' 51' W
N69'11'21'W
L42
.31'
N79" 3 ' 16'W
L43
043.18'
.78'
S2T42'00'W
L44
.54'
SiT '56V
L45
. 7'
S05' 14'22E
L46
7'
S46'50' 7 "E
L47
21.30'
N75
- L48
29.86'
S2er '05'W
L49
19.61'
S45'30'44"W .
L50
8.90'
SM 18 - 45 - V
L51
7.47'
S31'2 '36 "E :
L52
11.40'
S06'33'47E
L53
6.94'
S 8'43'29"W
L54
29.86'
S5525'09'W
L.55
9.79'
S7 1'40'W'
L56
S 25 06' 18' W
"W
L57
- S 81 -25'- 03' W
T 5' 39W
L58
7.57'
1'47' 7' W
L59
fora distance of 11.88 feet, -
SW48 . 4
L60
13.55'
S 17'
L61
18.01
S71• T
L62
7.85'
S81'25'03' W
L63
11.88'
S58'35'21'W
L64
11.51'
S1 1'35'46W
L65
8.06'
S06'25'43"W
L66
.73'
S34'2 '38"W
L67
11.95'
S3642'01 n W
L68
24.23'
S 03 - 30"W .
L69
7.58'
S 5'4 '38"W
L70
24.09'
S 16' 3' 16"W
L71
8.14'
S02'47'22 : E
L72
.75'
S1 44'1 'E
L73
7.50'
S15' '26"W
L74
17.79'
S47 1'57*W
L75
9.99' •
49*45'47
L76
.30'
S88' 5'07"W .
L77
10.85'
S81' 7'42"W
L78
11.19'
S5 19'29"W
L79
11.50'
SO '55'0 "E
LBO
S37 157'45"
L81
.74'
S57*31'37'E
L82
7.48'
N89'06'27 ".E
L83
18.54'
N T43'01. "E
L84
6.11'
9'07'08'E
1.85
52.13'
S2V4WO7
LB6
12.01'
"E
L87
18.86'
S 'OO'W
L88
13.59'
1' 1 'S "W
L89
9.17'
N40' 1 '5 W
L.90
19.05'
NiT 9'0 'E
L91
7.15'
N61'36'30'W
L92
13.70'
S 6' '34
L93
35,23
S1 Ir2 '45"W
L94
18.79'
S25' ' 1 2
L95
25.48
S 7'2 "
L96
'0
L97
S '0
L98
S1 6'48 "E
L99
S '30 "E.
L100
27.86'
SW 38'31 "E
L101
1
'
L102
73.75'
S 'W
L103
0'
S3715'1 WE
L104
10.94'
S7 '58"E
L105
26.56'
S14'10'53'E
L106
24.49'
S15'10'37V
L107
13.58'
S05'02' 1 WE
L108
9.53'
S08 39'09"W
L109
11.12
S5744'51 V
L110
14.62'
S57*48'34'W
L111
18.49'
S26
L112
15.90'
S49'04'38"W
L113
33.20'
S 2'01'24"W
L114
9.58'
L115
29.79'
S60'3 '48'E
L116
1 0.45'
N6655'54 '
L117
13.36'
S20'1 2'40"E
L118
14.13'
S '06'1
L119
34.73'
S4-4!1
L120
191.26'
6'00' 0'W
L121
40.68'
N88'34'1 4"W
L122
70.00'
N0639'55
L123
29.29'
S 2WO5'W
L124
6,3.11 '
.T "W
L125
63.11'
S83'20'05"W
L126
70.33'
S54'5 ' 0`E
L127
80.06'
S8T31'51"E
CURVE
TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
7.52'
.00'
53'19'2 "
STATE OF TEXAS COUNTY OF BRAZOS
614.7 '
N T 7'5 "W
C2
C3
C4
515.81'
410.00'
572.37'
235.00'
1965.00'
615.00'
125!45*
11'57'1
53
4
05.74'
308.81'
418. '
. 5'
1 551.94'
N32' 4'
S8 1 '
N570
C5
362.16'
165.00'
125'45'38
322.1 '
-7 '
N3 4'
C6
424.60'
2035.00'
11'57'17"
213-07
1 4 239-
"W111111-
NOTES:
1. OWNERSHIP OF THIS TRACT IS FOUND IN VOL: 6041, PG. 136 OF THE OFFICIAL DEED RECORDS OF BRAZOS
COUNTY, TEXAS. CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE COUNTY CLERK
2• THE BASIS OF BEARINGS IS TRUE NORTH DETERMINED BY SOLAR OBSERVATION AND CALCULATED USING THE HOUR STATE OF TEXAS STATE OF TEXAS
ANGLE METHOD, WHILE OBSERVING O LATITUDE: 30'35'13 ", LONGITUDE: 96'14'41" ON OCT. 12, 1991, USING THREE 'COUNTY OF BRAZOS COUNTY OF BRAZOS
DIRECT AND REVERSE POSITIONS WITH ROELOFS' PRISM. THESE BEARINGS ARE COMPATIBLE WITH WILLIAMS CREEK 1, Cliuit� `" G��w. County Clerk, in and .for said county, do hereby certify the this
SUBDIVISION. PHASES 1 do 2. PHASE 4 BEARINGS NEED TO BE ROTATED 02'03 21 CLOCKWISE IN ORDER TO BE I, Janet Johnson, President of Johnson Investments, Inc., owner and developer of the 77..695 lit toe er with its certificates of authentication was fated for record in my office the
COM�rAT WiTH THIS PLAT AND WITH WILLIAMS CREEK, PHASES 1 & 2. acre tract shown on this plat, and designated herein as Williams Creek Subdivision, heed t Phase in plot
of g 2 0�. M the Deed Records of Brazos County. Texas, in
the City of Coltege Station, Texas. and whose name is subscribed. hereto, hereby dedicate to Volume Pa e
3. A PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.MA. FLOOD INSURANCE the use of the public forever all streets, alleys, parks, easements and public places thereon g
RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 481195 & 480083. PANEL NO. 205D. shown for the purpose nd consideration therein expressed.
• MAP M0. 4gp4 EFFECTIVE DATE: FEBRUARY 9, 2000. WITNESS my hand and official Seal. at my office in Bryan, Texas.
�E r
A Williams Creek Subdivision Phase 3 1 TRACT IS RURAL. RESIDENTIAL SUBDIVISIO N (A -OR). P. o E,g •-�
F TH S Q.LQ/1L e� EQ .111
77.695 Acres 4. ZONING OR Pr kdent .. .....................
Nathan Acres tt Survey, A - 90 Ja Johnson. County Clerk
College Station, Brazos County. Texas 5. ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK SUBDMSION WILL BE AT LEAST 1 ACRE IN SIZE (NOT Brazos County, Texas S.M. KUNG
EASEMENTS) AND WILL HAVE AN ON -SITE SEWAGE
INCLUDING LOT AREA WITHIN THE FLOODPLAIN AND DRAINAGE
Field notes of a 77.695 acre tract or parcel of land, barer and being situated in the Nathan DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL :! 2003
REQUIREMENTS OF THE BRAZOS COUNTY HEALTH
' .
Clampitt Survey, Abstract No. 90. College Station, Brazos County, Texas, and being part of the Family DEPARTMENT. A GRAVITY SANITARY SEWER MASTER PLAN THIS SUBDIVISION WILL BE DESIGNED AND SUBMITTED IN o Ess 1 -l
No. Two. LP. to Joe • STATE OF TEXAS
caWd 211.14 acre tract described in the deed from Jean Stephen Farm
and Janet Johnson Land and Investments. LP., as recorded in Vokuns 6041. Page 136, of the ACCORQANCE WITH SECTION 12 -R.3. SANITARY SEWER MASTER PLAN- COUNTY OF BRAZOS SURD
Official Records of Brazos County. Texas, and said 77.695 acre tract being more Prix CERTIFICATE OF SURVEYOR
6. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL. UTILITY DISTRICT. Before me. the undersigned authority, on this day personally appeared Janet Johnson known to
described as follows:
me to be the person whose name is subscribed LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES s the foregoing instrument, and acknowledged STATE OF TEXAS
BEGINNING of the 1/2 iron rod fou marking the southeast corner of hot 17. Block 1 of 7. ELECTRIC SERVICE AND STREET to me that he executed the some for the�urpos and consideration therein stated. COUNTY OF BRAZOS
Williams Creek Subdivision - Phase 2 according to the plot recorded in Volume 6745, Page (BTU). '' '
149, of the Official Records, of Brazos County, Texas, in.. the -north right, -of -way line of Given under my hand and seal on this �! do 20 O y
- , S.M. .
Johnson Creek Loop; 8. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE POLICY AND DESIGN y of I S Kling, Registered Professional Land Surveyor No. 2003, in the State of Texas. hereb
certify that this plat is true and correct and was prepared from an actual survey of e
THENCE N 00. 28' 42" E clang the east lane of the j beforomentioned Lot 17, Block 1, STANDARDS. the and that the property markers and monumen laced under my supervision on
Williams Creek Subdivision - Phase 2, at a distance of 950.35 feet, pans a 1/2' Iron rod 9• p� THE U.D.O. SECTION 5.2 RESIDENTIAL. DIMENSION STANDARDS, MINIMUM LOT SIZE AND BUILDING SETBACKS FOR Lt
found for reference, continue on for a total distance of 1000.35 feet to the center of Carter's i the ground.
tar ie, Brazos Count
Creek (old channel - minimum flow), some being the PAM Una of the beforeme A -OR ZONING ARE AS FOLLOWS: I ACRE MINIMUM LOT AREA. 50 FRONT SETBACK. 20' SIDE SETBACK, 15' SIDE o
�,.... GINGER L. URSO Y y ' Texas.
211.14 acre trot and some being the southwesterly line of the called 2368.04 acre tract STREET SETBACK, AND 50' REAR SETBACK. ? Notary Public, Stsa of Tixaa
described in Volume 1470, Page 88, of the Official Records of Brwoo County, Texas; �• fy'.. kM CorrNnisabn Expires R.
S.M. g, P.L o. 2003.
10. VARIANCES WERE APPROVED ON JUNE 17, 2004, BY THE PLANNING de ZONING COMMISSION FOR THE FOLLOWING rti•' September 05, 2007
THENCE along the average centerline of Carter's Creek (old channel ' minimum flow), some SECTIONS OF THE SUBDIVISION ORDINANCE:
being the northeasterly line of the beforementioned 211.14 acre tract and same being the SECTION 12 -1.5 HALF STREETS - PLATTING OF ONE -HALF THE RIGHT -OF -WAY FOR ROCK PRAIRIE ROAD
southwesterly line of the beforementioned 2366.04 acre tract. an follows: SECTION 12 -1.11 GEOMETRIC AND PAVEMENT STANDARDS - STREET GRADES NOT TO EXCEED 8%.
• f SECTION 12 -K.1 GENERAL - ALLOWABLE BLOCK LENGTH TO BE INCREASED FROM 1500' TO 3000' (PHASE 1)
N 14 57 33 E for a distance o 124.33 feet SECTION 12 -J.2 UTILITY EASEMENTS ALLOWABLE
REDUCTION IN THE UTILITY EASEMENT WIDTH FROM 20' TO 15' CERTIFICATE OF IlY ENGINEER APPROVAL OF PLANNING AND ZONING COMMISSION
N 50' 29' 28" E for a distance of 194.84 feet, SEC110N 12 -R.3 SANITARY SEWER MASTER PUN - SCHEMATIC PLAN ONLY (NO PLAN /PROFILE SHEETS)
S 73 54' t7" E for a distance of 292.91 feet, P LOCATED IN CCN AREA OF WELLBORN SPECIAL UTILITY DISTRICT I. I, City Engineer of the City of College Station, Texas, hereby C ./Vk.T�' r , Chairman of the Planning and Zoning Commission of the City of
S 89. 47' 00' E for a distance of 105.94 feet, SECTION 15 OWNERSHIP 2004, FOR SECTION 12 -K BLOCKS, FOR BLOCKS 1 alt 3 ADJACENT TO c ify th this Subdivision conforms to the requirements of the Subdivision Regulations of College Station, the Texas hereby certi that the ttached plot was duly ��Loved .by the
S 53' 18' 26" E for a distance of 140.00 feet, A VARIANCE WAS APPROVED ON OCTOBER 28. the City of College Station. Texas. Commission , on _ day of 20 _
S 77 50' 04" E for a' distance of 120.42 feet, JOHNSON CREEK LOOP, WHICH EXCEED THE 1500' BLOCK LENGTH REQUIREMENT. � •
G
S 46 02' 41' E fora distance of 263.11 feet, Engin er Chairman;
LENG SHOWN ARE ARC LENGTHS.
S 77 54' 47' E for a distance of 96.12 feet, 11. CURVE
S 45. 30' 28' E for a. distance of 88.71 feet, t
S 63. 29' 08" E for o distance of 462.95 feet, 12. 1/2" IRON RODS WILL BE SL? AT ALL PROPERTY CORNERS, UNLESS NOTED OTHERWISE.
S 46. 56' 25' E for a distance of 139.35 feet.
S 60 52' 38" E for a .distance of 162.54 feet. 13. NO PRIVATE SEWAGE FACILITY MAY BE INSTALLED ON ANY LOT IN THIS SUBDIVISION WITHOUT THE ISSUANCE OF A
S 50 28' 43' E for a distance of 205.93 feet, LICENSE BY THE BRAZOS COUNTY HEALTH UNIT UNDER THE PROVISIONS OF THE PRIVATE FACILITY REGULATIONS r
S 68' 50' 54" E for .a distance of 139.10 feet, ADOPTED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.004 OF
S 64. 51' 26' E for a distance of 246.62 feet, THE TEXAS WATER CODE.
S 59' 38' 53' E for a distance of 33813 feet to the east corner of the 211.14 acre
tract at the intersection of the center of a creek (tributary to Carter's Creek), some being the 14. WATER WELLS, IF ALLOWED, MUST COMPLY WITH SECTION 12 -P.5 OF THE RURAL RESIDENTIAL SUBDIVISION
north comer of the Johnson - called 116.81 acre tract, Volume 6578, Page 220, of the REGULATIONS.
Official Records of Brazos County, Texas;
tribute to Carter's Creek), same being the 15. DRIVEWAY CULVERTS SHALL COMPLY WITH .CITY OF COLLEGE STATION DETAILS AND SPECIFICATIONS.
of said creek
THENCE along the meanders ( tributary
common line between the beforementioned 211.14 acre and 116.81 acre tracts, as follows: 16. RESIDENTIAL STRUCTURES CONSTRUCTED WITHIN RURAL RESIDENTIAL SUBDIVISIONS SHALL
S 54' 55' 35' W for a distance of 18.58 feet. A) NOT BE LOCATED MORE THAN 500' FROM THE PUBLIC STREET. IF THEY ARE LOCATED A DISTANCE GREATER
S 29. 05' 39' E for a distance of 8.54 feet. THAN 500' FROM THE PUBLIC STREET, THEN A 20' WIDE ALL- WEATHER SURFACE, MEETING CURRENT ENGINEERING
STANDARDS SHALL BE PROVIDED TO THE STRUCTURE PRIOR TO BRINGING COMBUSTIBLES ON -SITE.
S 15. 25' 45' W for a distance of 7.37 feet. B) NOT BE LOCATED MORE THAN 2000' OFF A PUBLIC STREET UNLESS APPROVED BY THE FIRE MARSHAL. THIS
S 71 12' 10" W for a distance of 17.94 feet. SHALL BE ALLOWED ONLY IN THE CASE OF UNUSUAL TOPOGRAPHY.
S 38 32' 01 W for a distance of 22.18 feet, FURTHER, ANY BRIDGE OR CULVERT INSTALLED ON ROADWAYS OR ON AN INDIVIDUAL LOT, WHERE THE
S 38. 43' 46' E for a distance of 17.39 feet,
S 15. 26' 25' W for a distance_ of 25.69 feet. _ STRUCTURE IS LOCATED MORE THAN '500' FROM THE PUBLIC STREET, MUST BE_ TO HANDLE EMERGENCY
..... --
N 84' 24' `15 "" W for o distance of - 21.02 feet. _ TRAFFIC LOADING.
48' E for a distance of 15.82 feet. DESIGN OF THE FOUNDATION FOR
' or a distance of 23.17 feet, AND L OT- 4 5 OF BLOCK 3. THE
S 05. 15 36 W f ED ON '` LOTS `28. 29 AND 30 OF BLOCK 1.
- � _ 17. FILL MATERIAL HAS BEEN PLACED _ - .. . .
�. - d istan ce of ;20:45 -.feat TAKE INTO CONSIDERATION
S 19 . 4 18 12 W for :a..distan THE STRUCTURES CONSTRUCTED ON THESE LOTS SHAL._ ;
S 195' % `
S 89. 13' 48' W for a distance of 10.45 feet, THE PLACEMENT OF THIS FILL MATERIAL.
S 65. 51' 29` W
for a distance of 30.38 feet,
N 88 34 or a
comer, point
N 83 19' 56" W for a distance of 482.49 feet to a 1/2' iron rod found for angle po
_ L J !
By r
Cathy
S 18'
N 15. 32' 14" W
for a distance of 17.62 feet,
N 00. 52' 55' E fora distance of 345.01 feet t0 a 1/1" iron rod found at e
Barcelona
S 15'
S 4 2
N 49. 39' 38' W
for a distance of 16.24 feet.
comer,
S 76 01' 00" W • for a distance of 376.42 feet to a t /2" iron rod found at the
southeast corner of Lot 33, Block 1 of Williams Creek Subdivision - Phase 2 according to the
STATE OF TEXAS COUNTY OF BRAZOS
S 4
S 66 58' 09" W
for a distance of 17.43 feet.
plat recorded in Valuate 6745, Page 149, of the Official Records of Brazos County Texas;
I h ere b y ce rt ify that t h i s i nstrume nt
S 88'
S 81
N 26 27' 22' W
for a distance of 14.53 feet.
y of the beforementioned Williams Creek Subdivision - Phase 2,
THENCE a" the �ed Ones
Was
f i l e d itsd 0n the date and t 191 Statnaed hereon by tip
and Was d
S 52'
N 19 59' 28" E
for a distance of 11.53 feet.
as follows:
rec n the vo
Of the rdpd I and page
e Off i�,iai
N 58 36' 30" W
for a distance of 30.87 feet.
for a distance of 11.50 feet,
for a distance of 8.38 feet,
N 06 39' 55' W at a distance of 268.01 feet,
Williams
pass a 1/2 iron rod found at the
Creek Subdivision - Phase 2. in the south
S 89 15' 30" W
for a distance of 18.71 feet.
31' 37' E
for a distance of 8.74 feet,
7.48 feet
northeast corner of said Lot 33, Block 1.
line of Johnson Creek Loop (70' right -of -way), continue on across said Johnson
N 54' 05' 30' W
for a distance of 28.85 feet,
06' 27' E
43' 01" E
for a distance of
for a distance of 18.54 feet,
right -of -way
Croak Loop for a total distance of 338.01 feet and corner in the north right -of -way one of
N 21. 36' 15" W
for a distance of 13.22 feet,
07' 08' E
for a distance of 6.11 feet,
Johnson C" Loop
right -of -way line of Johnson Creek loop for a
S 50' 03' 51" W
for a distance of 8.58 feet.
46' 07" E
for a distance of 52.13 feet,
S 83' 20' 05' W along the north
29.29 feet to a 1/2' iron rod found ,marking the southeast corner of Lot 20,
N 61. 40' 55' W
for a distance of 48.37 feet,
43' 38` E
for a distance of 12.01 feet,
distance of
Block 3. of Williams Creek Subdivision - Phase 2
N 23' 27' 07' W
for a distance of 8.36 feet.
06' 00' W
13' 52' W
for a distance of 18.86 feet,
for o distance of 13.59 feet.
N 07 27' 21' W fora distaff of 300.34 feet to a 1/2 iron rod found of the
N 69' 11' 21" W
for a distance of 43.18 feet,
15' 56' W
,
for a distance of 9.17 feet,
northeast corner of Lot 20, 15 feet to a 1/2" iron rod found at the southeast
N 79 35' 16' W
for a distance of 32.31 feet to a point where said creek flattens out
(continued)
and becomes indistinct
S 70' 36' 41" W for a distance of 448.82 feet to a point where sold creek becomes
S 22 . 25 02 W
48� E
fora distance of 23.07 feet,
for a distance of 25.08 feet.
evident again.
S 19� 36�
S 59 39 36 E
for a distance
.
S 27' 42' 00' W
for a distance of 11.78 fact,
S 46 * 44 W
for a distance of 16.62 feet.
S 17' 52' 56' W
for a distance of 10.54 feet.
08 ' 23' W
0
S 30' 8
for o distance of 73.75 feet.
S 05 14' 22' E
for 'a distance of 8.67 feet.
S 37. 15' 18" E
for a distance of 28.20 feet.
S 46 50' 57" E
for a distance of 23.87 feet.
S 72 44' 58' E
for a distance of 10.94 feet,
N 75' 51' 24" W
for a distance of 21.30 feet,
S 14. 10' 53" E
for a distance of 26.56 feet,
S 28' 23' 05" W
for a distance of 29.86 feet,
S 15 10' 37' W
for a distance of 24.49 feet.
S 45 30' 44' W
for a distance of 19.61 feet.
S 05 02' 18" E
for o distane® of 13.58 feet,
-
S 30' 18' 45" W
for a distance of 8.90 feet.
ti
S 08. 39' 09" W
for a distance of 9.53 feet,
- -�� -_
S 31 22' 36' E
for a distance of 7.47 feet,
S 57. 44' 51' W
for a distance of 11.12 feet;
Oa'- Bk 1 101 F9
S 06 33' 47" E
for a distance of 11.40 feet,
S 57. 4$' 34' W
for a distance of 14 feet;
CC19 22417: OR 7249 293
S 28' 43' 29" W
fora distance of 6.94 feet.
S 26' 34' 00' W
for a distance of 18.49 feet,
S 55' 25' 09" W
for distance of 29.86 feet.
S 49. 04' 38' W
for a distance of 15.90 feet,
S 79' 51' 40" W
for a distance of 9.79 feet,
S 32. 01' 24' W
for o distance of 33.20 feet.
�-`
N 86 54' 50" W
for . a distance of 12.43 feet,
S 36 06' 54' E
for a distance of 9.58 feet,
Filed for Record in
N 37 05' 39" W
for a distance of 4.45 feet.
S 60' 32' 48' E
for a distance of 29.79 feet,
BRAZOS COUNTY
S 81' 47' 27' W
for a distance of 7.57 feet,
N 66' 55' 54' E
for a distance of 10.45 fat;
S 6 48' 49" W
12" W
for a distance of 10.98 feet,
for a distance of 13.55 feet,
S 20 12' 40 E
for a distance of 13.36 feet,
On : AP 1 _ 03 :19P
?006 at
S 48 17'
S 71' 37' 44" W
for . o distance of 18.01 fast,
S 25 06' 18' W
for o distance of 14.13 feet.
for distance of 34.73 feet to the northeast comer of Lot 47, Block
- S 81 -25'- 03' W
for a distance' of 7.85 feet,
S 44. 16' 41" W
1. of Williams Creek
a
Subdivision. Phase 4 according to the plot recorded in Volume 7118. Page
As a
S 58' 35' 21" W
fora distance of 11.88 feet, -
119. of tie Oifidol Records of Brazos County, Texas;
Plat
S 11 35' 46' W
for a distance of 11.51 feet. -'
S 06 25' 43' W
for a distance of 8.06 feet.
THENM alone the "north one of Block 1, Williams Creek Subdivision - Phase 4, as follows:
Documen t Fiuttber C A092241?
S 34 25' 38" W
S 36' 42' 01" W
for. o distance of 9.73 feet,
for a distance of 11.95 feet,
N 86' 00' 20" W
at a distance of 20.00 feet, pass a 1/2' Iron rod found for reference,
Amoun
S 48 03' 30" W
for a distance of 24.23 feet,
continue on for a total distance of 191.26 feet to a 1/2" iron rod found for angle point
nc
S 25' 42' 38" W
for a distance of 7.58 feet,
f
corner,
' 14' W
f distance of 240 68 feet to a 1 /2" iron rod found for angle point
MAP
R N"Mh pr - ")$$ t
S 16' 23 16 W
S 02 47' 22" E
for a distance of 24.09 set,
for a distance of 8.14 feet.
N 88 34 or a
comer, point
N 83 19' 56" W for a distance of 482.49 feet to a 1/2' iron rod found for angle po
_ L J !
By r
Cathy
S 18'
44' 16' E
for a distance of 12.75 feet,
N 00. 52' 55' E fora distance of 345.01 feet t0 a 1/1" iron rod found at e
Barcelona
S 15'
S 4 2
00' 26" W
11' 5T W
for a distance of 7.50 feet,
for o distance of 17.79 feet.
comer,
S 76 01' 00" W • for a distance of 376.42 feet to a t /2" iron rod found at the
southeast corner of Lot 33, Block 1 of Williams Creek Subdivision - Phase 2 according to the
STATE OF TEXAS COUNTY OF BRAZOS
S 4
45' 47' W
for a distance of 9.99 feet,
feet,
plat recorded in Valuate 6745, Page 149, of the Official Records of Brazos County Texas;
I h ere b y ce rt ify that t h i s i nstrume nt
S 88'
S 81
05' 07" W
57' 42" W
for a distance of 8.30
for a distance of 10.85 feet,
y of the beforementioned Williams Creek Subdivision - Phase 2,
THENCE a" the �ed Ones
Was
f i l e d itsd 0n the date and t 191 Statnaed hereon by tip
and Was d
S 52'
19' 29' W
for a distance of 11.19 feat,
as follows:
rec n the vo
Of the rdpd I and page
e Off i�,iai
S 09'
S 37
55' 05' E
57' 45" E
for a distance of 11.50 feet,
for a distance of 8.38 feet,
N 06 39' 55' W at a distance of 268.01 feet,
Williams
pass a 1/2 iron rod found at the
Creek Subdivision - Phase 2. in the south
Public records of:
Of:
S 57
31' 37' E
for a distance of 8.74 feet,
7.48 feet
northeast corner of said Lot 33, Block 1.
line of Johnson Creek Loop (70' right -of -way), continue on across said Johnson
B RAZOS COUNTY
N 89
N 67'
06' 27' E
43' 01" E
for a distance of
for a distance of 18.54 feet,
right -of -way
Croak Loop for a total distance of 338.01 feet and corner in the north right -of -way one of
as Sta�►l}p
S 89'
07' 08' E
for a distance of 6.11 feet,
Johnson C" Loop
right -of -way line of Johnson Creek loop for a
hereon by 9l?.
S 25'
46' 07" E
for a distance of 52.13 feet,
S 83' 20' 05' W along the north
29.29 feet to a 1/2' iron rod found ,marking the southeast corner of Lot 20,
Aar 1 1 r 2406
S 11.
43' 38` E
for a distance of 12.01 feet,
distance of
Block 3. of Williams Creek Subdivision - Phase 2
S' 44
N 81'
06' 00' W
13' 52' W
for a distance of 18.86 feet,
for o distance of 13.59 feet.
N 07 27' 21' W fora distaff of 300.34 feet to a 1/2 iron rod found of the
N 40
15' 56' W
,
for a distance of 9.17 feet,
northeast corner of Lot 20, 15 feet to a 1/2" iron rod found at the southeast
HOI�pRABLE YAREN
N 17
29' 02' E
for a distance of 19.05 feet,
corner of Lot 7. Block 3. of W S 84' 26' 29" W for a distance of 237. 1 111,UuEENr COUNTY CLERK
i liarrps Creek Subdivision - Phase 2. BRAZOS COUNTY
N 81
36 30 W
for a distance of 7.15 feet,
N 00. 52' 55' E fora distance of 345.01 feet t0 a 1/1" iron rod found at e
S 66
38' 34' W
for a distance of 13.70 feet,
northeast comer of Lot 7, in the south right -of -way line of Johnson Creek Loop,
m
`
S 16'
28' 45` W
35.23 feet,
for a distance of 3
N 06 12' 17' E across Johnson Creek Loop, for a distance of 70.00 feet and corner in
S 25'
S 48'
48'
43' 12' E
3T 22` E
for a distance of . feet,
for a distance of 25.48 feet,
the north right-of-way one of Johnson Creek Loop. r
the north right -of -way line of Johnson Creek Loop (70
S
22' 09` E
for a distance of 12.94 feet,
N 83. 4 43" W along
right of 9.54 feet to the PLACE OF BEGINNING, containing 77.695 acres
fo
(confined,
next column)
-o, Was.
FI.NAL P:LAT
WILLIAMS C
PHASE3
77.695 ACRES
BLOCK 1, LOTS 1.8 THRU 32
BLOCK 3, LOTS 8 THRU 19
NATHAN CLAMPITT SURVEY, A -90
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: .1"=100. DECEMBER, 2005
REVISED APRIL, ..•:2006
OWNER /DEVELOPER:
Johnson investments, • Inc.
1400 South Commercial St.
Coleman, Texas 76834
(325) 625 -2124 ENGINEER:
SURVEYOR: TEXNCO
S.M. Kling, RPLS No 2 003
Kling Engineering General Contractors
do Surveying Ginger L. Urso, P.E.
P.O. Box 4234 1707• Graham Road
Bryan, Texas 77805 College Station, Texas 77845
(979) 846 -6212 (979) 764 -7743
SHEET 2 OF 2