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WILU �MS CREEK CRAIG & NANCY REAGAN JAMES C A/R & JACQUELINE
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PHASE A
/ /
SUBDIVISION WAMS CREEK PHIS W'LLJAMS CREEK SUBDIVISION BLOCK' 6, LOT 2,' ANDREWS 16
PHASE 5 WAYN k1L LUTZ�--
S_ , (8276/139) WILLIAMS CREEK PH 5 \E A & BARBAW
VOL. 8276, 1 BLOCK 7, LOT 12
VOL. 711 a (8276/139)
P PG. 1,39 WILLIAMS CREEK PH 5,
G. 119 *vN
(8276/139)/
ZONED A -OR ZONED A OR WILLIAMS CREEK 106. 4'
SUBDIVISjohj
PHASE 5 SAMUEL C & RACHEL K KERBEL
VOL. 8276 BLOCK 7, LOT 13 41
BLOCK 6 W-8 PG. 139 WILLIAMS CREEK PH 5 1.55AC
3 W-8 A -GR --L (8276/139)
.................... ...
BLOCK5 W-8 W_ a \1 W -B .95' 1 15' PUE
Williams b
J�Iams Ridge Court L135
5
COMMON
In 20 \ _
AREA 8 F_ - INSET "C"
NO. 3 COMMON AREA 24
I C -I 17 A
n.t.s
-250---
EXISTING CONTOURS
PRELIMINARY PLAT BOUNDARY
RIGHT-OF-WAY LINE
PROPERTY LINE
EDGE OF PAVEMENT
PROPERTY CORNER
EXISTING UTILITY EASEMENT
PROPOSED UTILITY\EASEMENT
PROPOSED DRAINAGE EASEMENT
_W-6
PROPOSED 6" WATERLINE
W-8
PROPOSED B" WATERLINE
FH D*
PROPOSED FIRE HYDRANT
ST - ST
PROPOSED STORM CULVERT
RUNOFF FLOW DIRECTION
COLLEGE STATION CITY LIMITS
PHASE LINE
SURVEY ABSTRACT LINE
100 -YEAR FLOODPLAIN LIMITS
(FEMA FIRM)
100 YR FLOOD PLAIN LIMITS
BASED ON PROJECTION OF
BASE FLOOD ELEVATION
���/�������
COMMON AREA
BASE FLOOD ELEVATION (BFE)
P.U.E.
PUBLIC UTILITY EASEMENT
*MIN. FF=218.0
MINIMUM FINISH FLOOR ELEVATION
- THREE FEET ABOVE BASE
FLOOD ELEVATION
"MIN. FF=218.0
MINIMUM FINISH FLOOR ELEVATION
- PER SANITARY SEWER MASTER PLAN
U
L115
L-97 ILI
UO2
L103
L110 I L 112
31
3.3 AC. L108
05 U07
\ 1 �
32
IN, f 3.13 AC.
INSET "B"
n.ts
-.6. 1 VVA
_J
100 50 P 100
SCALE IN FEET
VICINITY MAP
PH, 3
PH. 2 >I`
PH. 4
I LICK
CREEK
CROCK PRAIRIE PARK
ROAD
WILLIAM D
FITCH
PARKWAY NOT TO SCALE
&PTYR 'LIMINARY PLA q
N00if m FOR RECORD
PRE,�LIMINARY PLA
WILLIAMS CREEK
sup®IVISio
PHA
SE 6
61.907 ACRES - 22 LOTS
BLOCK 9, LOTS 1-5
BLOCK 7, LOTS 25 THRU 41
14ATHAN CLAMPITT SURVEY, A-90
W. ROBERTSON SURVEY, A-202
0 LEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1" 1009
APRIL, 2006
OWNER/DEVELOPER:REVISED MAY, 2006
REVISED SEPTEMBER, 2012
Joseph S Johnson & Janet M Johnson
P.O. Box 800 Johnston
ENGINEER:
Coleman, Texas
(979) 229-03 1 Ikhullz Engineering, LLC
SURVEYOR:2730 Longmire Dr., Suite A
1
S.M. Kling, F(rLS No. 2003 College Station, Texas 77845
Kling Engineering & Surveying (979) 764-3900
P.O. Box 4234
Bryan, Texas 77,805
(979) 846-62121' SHEET OF 2
1, 1:
NOTES:
1. OWNERSHIP OF THIS TRACT IS FOUND IN VOL. 6578, PG. 220 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:
30'35'13", 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, MAP NO. 48041 CO350E, EFFECTIVE DATE: MAY 16, 2012.
FLOODPLAIN SHOWN HEREON IS SCALED FROM SAID MAP. ALSO SHOWN IS THE
FLOODPLAIN DETERMINED BY PROJECTING THE BASE FLOOD ELEVATION, BFE.
4. ZONING FOR THIS TRACT IS RURAL RESIDENTIAL SUBDIVISION (A -OR).
5. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL
STREET STANDARDS PER THE BCS UNIFIED DESIGN GUIDELINES.
6. IN ACCORDANCE WITH THE CITY OF COLLEGE STATION DRAINAGE POLICY & DESIGN
STANDARDS, STORM RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED
DIRECTLY INTO EXISTING DEFINED DRAINAGES LOCATED ENTIRELY WITHIN THIS
DEVELOPMENT, WHICH ARE IN OR FLOW INTO THE FLOODPLAIN AND THEN INTO
CARTER'S CREEK.DRAINAGE EASEMENTS WILL BE PROVIDED AS REQUIRED BY
SECTION 8.2.1 OF THE UNIFIED DEVELOPMENT ORDINANCE.
7. SIDEWALKS ARE NOT REQUIRED ON RURAL RESIDENTIAL STREETS AND ARE NOT
PROPOSED FOR THIS SUBDIVISION.
8. 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 AND WILL BE LOCATED IN UTILITY
EASEMENTS AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL
PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION
REQUIREMENTS.
9. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY
STANDARDS.
10. ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK SUBDIVISION WILL BE AT
LEAST 1 ACRE IN SIZE (NOT INCLUDING LOT AREA WITHIN THE FLOODPLAIN AND
DRAINAGE EASEMENTS) AND WILL HAVE AN ON-SITE SEWAGE DISPOSAL SYSTEM
(PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIREMENTS OF THE BRAZOS
COUNTY HEALTH DEPARTMENT. NO PRIVATE SEWER FACILITY MAY BE INSTALLED ON
ANY LOT IN THIS SUBDIVISION WITHOUT THE ISSUANCE OF A LICENSE BY THE
BRAZOS COUNTY HEALTH UNIT UNDER THE PROVISIONS OF THE PRIVATE FACILITY
REGULATIONS ADOPTED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY,
PURSUANT TO THE PROVISIONS OF SECTION 21.004 OF THE TEXAS WATER CODE.
11. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED
BY BRYAN TEXAS UTILITIES (BTU).
12. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE
POLICY AND DESIGN STANDARDS.
13. PER THE U.D.O. SECTION 5.2 RESIDENTIAL DIMENSION STANDARDS, MINIMUM LOT
SIZE AND BUILDING SETBACKS FOR A -OR ZONING ARE AS FOLLOWS: 1 ACRE
MINIMUM LOT AREA, 50' FRONT SETBACK, 20' SIDE SETBACK, 15' SIDE STREET
SETBACK, AND 50' REAR SETBACK.
14. THERE SHALL BE A 10' EASEMENT CENTERED ALONG ALL SIDE LOT LINES.
15. DRIVEWAY CULVERTS SHALL COMPLY WITH CITY OF COLLEGE STATION DETAILS AND
SPECIFICATIONS.
16. RESIDENTIAL -STRUCTURES CONSTRUCTED WITHIN RURAL RESIDENTIAL SUBDIVISIONS
SHALL:
A. NOT BE LOCATED MORE THAN 500' FROM THE PUBLIC STREET. IF THEY
ARE LOCATED A DISTANCE GREATER 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.
B. NOT BE LOCATED MORE THAN 2000' OFF A PUBLIC STREET UNLESS
APPROVED BY THE FIRE MARSHAL. THIS SHALL BE ALLOWED ONLY IN THE
CASE OF UNUSUAL TOPOGRAPHY. FURTHER, ANY BRIDGE OR CULVERT
INSTALLED ON ROADWAYS OR ON AN INDIVIDUAL LOT, WHERE THE
STRUCTURE IS LOCATED MORE THAN 500' FROM THE PUBLIC STREET, MUST
BE DESIGNED TO HANDLE EMERGENCY TRAFFIC LOADING.
17. ANY DEVELOPMENT BY INDIVIDUAL LOT OWNERS IN THE FLOODPLAIN WILL REQUIRE
COMPLIANCE WITH FEMA FLOODPLAIN REGULATIONS AND CITY OF COLLEGE STATION
DRAINAGE ORDINANCES AND POLICIES.
18. A HOMEOWNERS ASSOCIATION (HOA) WILL BE CREATED FOR PHASE 6 TO MEET THE
FOLLOWING REQUIREMENTS.
A. A HOMEOWNERS ASSOCIATION SHALL BE ESTABLISHED WITH DIRECT
RESPONSIBILITY TO, AND CONTROLLED BY, THE PROPERTY OWNERS
INVOLVED TO PROVIDE FOR OPERATION, REPAIR AND MAINTENANCE OF ALL
COMMON AREAS, FENCES, WALLS, GATE EQUIPMENT, LANDSCAPING, AND ALL
OTHER COMMON FACILITIES, INCLUDING PRIVATE STREETS AND SIDEWALKS,
WHICH ARE PART OF THE SUBDIVISION (THE "COMMON FACILITIES").
B. ALL PROPERTY OWNERS WITHIN AN EXISTING RESIDENTIAL AREA THAT IS
PROPOSED TO BE GATED SHALL AGREE TO BECOME MEMBERS OF AN
OPERATIVE HOMEOWNERS ASSOCIATION (HOA).
C. THE HOA SHALL PREPARE AND FILE FOR RECORD A LEGAL INSTRUMENT
ESTABLISHING A PLAN FOR THE USE AND PERMANENT REPAIR AND
MAINTENANCE OF THE COMMON FACILITIES AND DEMONSTRATING THAT THE
ASSOCIATION IS SELF-PERPERTUATING AND ADEQUATELY FUNDED TO
ACCOMPLISH ITS PURPOSE.
D.THE BUDGET FOR THE HOA SHALL INCLUDE A FUND RESERVED FOR THE
REPAIR AND MAINTENANCE OF COMMON FACILITIES IN THE AMOUNT
APPROVED BY THE CITY STAFF
E. THE LEGAL INSTRUMENT ESTABLISHING THE HOMEOWNERS ASSOCIATION,
STREET MAINTENANCE AGREEMENT, THE APPROVAL OF THE RESERVE FUND
BY THE CITY ENGINEER OR DIRECTOR OF PUBLIC WORKS, AND WRITTEN
PERMISSION FOR THE CITY'S ACCESS TO THE SUBDIVISION WILL BE
SUBMITTED FOR APPROVAL BY THE CITY ATTORNEY PRIOR TO THE
SUBMISSION OF THE FINAL PLAT.
19. VEHICLE ACCESS SHALL BE PROVIDED ON PRIVATE ROADWAYS AT ALL TIMES FOR
POLICE, FIRE, CITY INSPECTION, MAIL DELIVERY, GARBAGE PICKUP, DIAL -A -RIDES,
UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY RELATED VEHICLES.
ACCESS WILL NOT REQUIRE DRIVERS TO EXIT THEIR VEHICLES.
20. ALL GATE MECHANICAL OR MANUAL OPERATING FUNCTIONS SHALL MEET FIRE
DEPARTMENT REQUIREMENTS AND PROVIDE PASSAGE WITH UNOBSTRUCTED VERTICAL
CLEARANCE.
21. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2" IN CALIPER OR 1
TREE OF 4" CALIPER PER ORDINANCE NO. 3222.
22. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE ADJACENT LOT
OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION. NO STRUCTURES OR FENCES
SHALL BE PLACED IN THE EASEMENTS THAT COULD BLOCK OR RESIST FLOW.
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C2
32.18'
100.00'
018'26'06"
16.23'
32.04'
N72'36'22"E
C3
488.23'
265.00'
105'33'34"
348.87'
422.05'
N10'36'32"E
C4
752.19'
300.00'
14339'26"
913.99'
570.08'
N29'39'27"E
C5
756.15'
335.00'
129'19'34"
707.51'
605.55'
S1351'03"E
C6
286.10'
285.00'
057'31'00"
156.41'
274.24'
S79'34'14"W
C10
35.08'
25.00'
080'24'21"
21.13'
32.27'
N31'28'06"W
C12
576.68'
230.00'
143'39'26"
700.73'
437.06'
N29'39'27"E
C13
598.15'
265.00'
129'19'34"
559.68'
479.02'
S13'51'03"E
C14
1 215.83'
1 215.00'
057'31'00"
117.99'
206.88'
S79'34'14"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
13.53'
N25* 22' 09.19"W
L2
19:19'
N3' 31' 51.30"E
L3
24.26'
N34' 06' 39:21'E
L4
42.34'
N29' 02' 13.43"E
L5
13.02'
N73' 10' 23.35"E
L6
11.95'
N9' 05' 09.66"E
L7
17.33'
N20* 28' 28.06"W
L8
12:40'
N35' 19' 39.91"W
L9
9.19'
N39' 23' 20.81"W
L10
10.35'
S72' 56' 17.69"W
L11
11.22'
N61' 13' 43.87"W
L12
21.14'
N48' 30' 21.54"W
L13
9.38'
N30' 49' 56.83"W
L14
26.93'
N37' 26' 15.26"E
L15
34.73'
N44' 16' 41.45"E
L16
14.13'
N25' 06' 18.02"E
L17
13.36'
N20' 12' 39.51"W
L18
10.45'
S66' 55' 53.87"W
L19
29.79'
N60' 32' 47.93"W
L20
9.58'
N36' 06' 53.74"W
L21
33.20'
N32' 0V 24.49"E
L22
15.90'
N49' 04' 37.53"E
L23
18.49'
N26' 33' 59.98"E
L24
14.62'
N57' 48' 34.11"E
L25
11.12'
N57' 44' >50.55"E,
L26
9.53'
N8' 39' 09.24"E
L27
13.58'
N5' 02' 18.32"W
L28
24.49'
N15' 10' 37.22"E
L29
26.56'
N14' 10' 53.36"W
L30
10.94'
N72' 44' 58.33"W
L31
28.20'
N37' 15' 18.45"W
L32
73.75'
N30' 08' 22.81"E
L33
16.62'
N46' 40' 43.99"E
L34
27.86'
N58' 38' 30.88"W
L35
8.69'
N62' 55' 30.23"W
L36
25.08'
N19' 36' 47.78"W
L37
23.07'
N22' 25' 01.72"E
L38
12.94'
N34' 22' 08.77"W
L39
25.48'
N48' 37' 21.67"W
L40
18.79'
N25' 43' 12.48"W
L41
35.23'
N16' 28' 44.72"E
L42
13.70'
N66' 38' 34.15"E
L43
7.15'
S61' 36' 29.86"E
L44
19.05'
S17' 29' 02.12"W
L45
9.17'
S40' 15' 55.58"E
L46
13.59'
S81' 13' 52.18"E
L47
18.86'
N44' 05' 59.95"E
L48
12.01'
N11' 43' 38.45"W
L49
52.13'
N25' 46' 06.65"W
L50
6.11'
N89' 07' -07.96"W
L51
18.54'
S67' 43' 00.93"W
T
LINE TABLE
LINE #
LENGTH
DIRECTION
L52
7.48'
S89' 06' 26.66"W
L53
8.74'
N57' 31' 36.81"W
L54
8.38'
N37' 57' 45.03"W'
L55
11.50'
N9' 55' 05.38"W
L56
11.19'
N52' 19' 28.77"E
L57
10.85'
N81' 57' 42.29"E
L58
8.30'
N88' 05' 06.68"E
L59
9.99'
N49' 45' 46.70"E
L60
17.79'
N42' 11' 56.92"E
L61
7.50'
N15' 00' 26.25"E
L62
12.75'
N18' 44' 15.67"W
L63
8.14' '
N2' 47' 21.56"W
L64
24.09'
N16' 23' 16.39"E
L65
7.58'
N25' 42' 37.92"E
L66
24.23'
N48' 03' 29.68"E
L67
11.95'
N36' 42' 00.66"E
L68
9.73'
N34' 25' 38.44"E
L69
8.06'
N6' 25' 43.47"E
L70
11.51'
N11' 35' 46.47"E
L71
11.88'
N58' 35' 21.37"E
L72
7.85'
N81' 25' 03.32"E
L73
18.01'
N71' 37' 44.31"E
L74
13.55'
N48' 17' 12.32"E
L75
10.98'
N68' 48' 49.35"E
L76
7.57'
N81' 47' 27.45"E
L77
4.45
S37' 05' 38.60"E
L78
12.43'
S86' 54' 50.49"E
L79
9.79'
N79' 51' 40.23"E
L80
29.86'
N55' 25' 08.91"E
L81
6.94'
N28' 43' 29.32"E
L82
11.40'
N6' 33' 46.55"W
L83
7.47'
N31' 22' 35.65"W
L84
8.90'
N30' 18' 45.07"E
L85
19.61'
N45' 30' 43.62"E
L86
29.86'
N28' 23' 05.02"E
L87
21.30'
S75' 51' 24.04"E
L88
23.87'
N46' 50' 57.42"W
L89
8.67'
N5' 14' 22.01"W
L90
10.54'
N17' 52' 56.42"E
L91
11.78'
N27' 41' 59.90"E
L92
32.31'
S79' 35' 15.88"E
L93
43.18'
S69' 11' 20.80"E
L94
8.36'
S23' 27' 06.97"E
L95
48.37'
S61' 40' 55.17"E
L96
8.58'
N50' 03' 51.42"E
L97
13.22'
S21' 36' 14.59"E
L98
28.85'
S54' 05' 30.01"E
L99
18.71'
N89' 15' 30.34"E
L100
30.87'
S58' 36' 30.20"E
L101
11.53'
S19' 59' 27.87"W
L102
14.53'
S26' 27' 22.19"E
LINE TABLE
LINE #
LENGTH.
'DIRECTION
L103
17.43'
N66' 58' 09.00"E
L104
16.24'
S49' 39' 38.23"E
L105
17.62'
S15' 32' 14.42"E
L106
30.38'
N65' 51' 29.24"E
L107
10.45'
N89' 13' 48.40"E
L108
15.82'
N19' 45' 47.60"W
L109
20.45'
N82* 18' 12.42"E
L110
23,17'
N5' 15' 35.57"E
L111
21.02'
S84' 24' 14.95"E
L112
25.69'
N15' 26' 25.30"E
L113
17.39'
N38' 43' 45.85"W
L114
22.18'
N38' 32' 00.70"E
L115
17.94'
N71' 12' 09.87"E
L116
7.37'
N15' 25' 44.61"E
L117
8.54'
N29' 05' 38.99"W
L118
18.58'
N54' 55' 34.90"E
L119
41.86'
S59' 38' 53.48"E
L120
104.56'
S1' 09' 26.08"E
L121
51.86'
S7' 06' 07.74'E
L122
111.86'
S36' 14' 59.54"E
L123
139.70'
S5' 55' 41.12"E
L124
95.97'
N75' 07' 04.88"E
L125
42.02'
N48' 53' 20.65"E
L126
69.90'
S85' 08' 32.68"E
L127
106.52'
'S45' 34' 37.93"E
L128
193.94'
S43' 41' 46.75"E
L129
89.71'
S80' 57' 33.32"E
L130
53.21'
N89' 17' 48.61"E
L131
222.31'
N86' 13' 11.72"W
L132
63.20'
S62' 58' 45.51"W
L133
114.90'
N85' 30' 09.60"W
L134
122.81'
S76' 02' 21.25"W
L135
70.00'
S73' 13' 39.65"W
L136
61.45'
N63' 23' 18.93"E
L137
40.69'
N81' 49' 24.74"E
L738
49.75'
N63' 23' 18.93"E
L139
27.00'
N42' 10' 15.29"W
L7 40
49.75'
S63' 23' 18.93"W
L141
40.69'
S44' 57' 13.11 "W
L142
61.45'
S63' 23' 18.93"W
L143
27.00'
N42' 10' 15.29"W
L144
24.21'
S84' 49' 36.76"W
L145
40.93'
S63' 23' 18.93"W
L146
20.00'
N26' 36' 41.07"W
L147
20.00'
S26' 36' 41.07"E
L148
40.93'
N63' 23' 18.93"E
L149
24.21'
N41' 57' 01.10"E
L150
43.28'
N44' 39' 05.24"E
L151
20.71'
N71' 40' 16.53"W
L152
20.71'
N71' 40' 16.53"W
LIM
aNARY
t
�
FOR RECORD
PREi PLAt
WILLIPMS CREEK SUBDIVIS10
PHASE 6
61.907 ACRES - 22 LOTS
BLOCK 9, LOTS 1-5
BLOCK 7, LOTS 25 THRU 41
NATHAN CLAMPITT SURVEY, A-90
S.W. ROBERTSON SURVEY, A-202
COLLEGE
STATION, BRAZOS COUNTY, TEXAS
SCALE: 19'1
100' APRIL, 2006
OWNER/DEVELOPER:
REVISED MAY, 2006
REVISED SEPTEMBER, 201
Joseph S Johne
P.O. Box 800
on & Janet M Johnson
ENGINEER:
Coleman, Texa
(979) 229-0310
76834
Schultz Engineering, LLC
SURVEYOR"
2730 Longmire Dr., Suite A
S.M. Kling, RPLS
No. 2003 College Station, Texas 77845
Kling Engineering
& Surveying (979) 764-3900
P.O. Box 4234,
Bryan, Texas 77805
(979) 846-6212
SHEET 2 OF 2