HomeMy WebLinkAboutPlans'UBLIC
10' S.E. *MIN. rk='L14.�
' 15' P.U.E. ' /
I I, & S.E. - 4.865 AC.
ENT 15 P.U.E. j _ --- 227' ' \ �� *MIN. FF=213.0
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5' P.U.E.' ' & S.E. T- 6 20' Cl \� \ �/
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83°47 43 E _____ - 15' P.U.E.
� � _:_-- __-_-- - � 30' S.E.
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30' S.E. ! ' ', 11 I 30' S.E. �
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'' i 15, P.U.E. I` 30' S.E. 11 ', I 1.002 AC.jj, N•
15' P.U.E. 20' S.E. 15' P.U.E. N' 1.015 AC, r o` I VIII 15' P.U.E.
20' S.E. -A36.04'
10' P.U.E.
�
o�,i
13 I
0 A ) 30' S.E.
\- I � � BLOCK 3 1.251 C.
S79 -45'.28"E-194.50
1.025 AC. 15 36.0
14 i
8-`� 1.040 AC. ZI'' i h`a' 1 \\ ' \ ��� 1.275 AC.
1 1.090 AC.'
�9 \\ %/
1 Z�' 67 10'j o °
\ P.U.E. \\W: \\� v 1 t
Iry j
10' P.U.E. ,021
LOCK ���, 1 `a'� ,� �Y/ 1.036 AC. %�
3$ 61A \ \N � V �tV
1 10 10' P.U.E. \\ \ 1.016 AC. 30' S.E.17
/
1 X291 10' P.U.E. \ 1 Q \ w
1 8 \P� 1.036 AC.
\ _
\ \` Z
1\\� 1.035 AC. E \\\ 10' S.E. \\ �� 5.59
\\ \
19 \ \ 5' S.E.W
15.. �\ __%'- s.3 29.3 n
\- \ \\ N 84°42'38
\ 1.017 AC.
°° 15' P.U.E.
i\ �t �- . ROW N84°42'38„28
w 27
1.148 AC.
_ - r 10' S.E.
,LOCK � 03 _ _ -�
\ _
2 ._..
Gj ,
2
115', 1
r
P.U. .
LE
s
�\ \w 29
N
' S.E. \\` 30
1.001 A
5 C. Z'
15' P.U.E. BLOCK 1 \ 1.003 AC.,' , 59.16'
10' P.U.E. �� 31 213.96
\209.36'
�WILLIAMS CREEK /! i � 1.012 AC.
SUBDIVISIO I
PHA n�'_ \� \ 32
�� \\
VOL. �45�PG. 149 '�< \ 1.050 AC. 859 `,` 1001 SO 0 1P0
BLOCK I �= 1 SCALE IN FEET
' I
ORIGINAL PLAT
BLOCK 3, LOTS 18 & 19
nF Tl4l=
WILLIAMS CREEK SUBDIVISION - PHASE 3
VOL. 7249, PG. 292
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
We, Malcolm & Stacie Rude, Owners of the 2.052 acre tract (Lots 18 & 19, Block 3) shown on' this
plat and designated herein as Williams Creek Subdivision, Phase 3, Lot 18R, Block 3, in the City of
College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public
forever all streets, alleys, parks, easements and public places thereon shown for the purpose and
consideration therein expressed.
J�
Malcolm Rude, Owner - -
Stacie Rude, Owner
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Malcolm Rude known to meto
be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the same for the purpose and corLsideration therein stated.
Given under my hand and seal on this day da of _ 1J4�R.
,,
' ,.,
•"•r►or GINGER L. URSO
Notary Public, State of Texas
My Commission Expires Notary Publ' ,
September 05, 2007 razos aunty, Texas
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this 'day personally appeared Stacie Rude known to me to be
the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the some for the purpose and consideration therein stated.
Given under my hand and seal on this day of
4'"�"6j.•- GINGER L. URS
O -
°' Notary Public, State of Texas _
`y€c
M
y Commission Expires Notary Pu ic, Brazos County, Texas -
n;�,;;s September 05, 2007
LINE TABLE
LINE LENGTH BEARING
L123 29.29' S83'20'05"W
L125 63.11' S83'20'0='
CURVE TABLE
CURVE
LENGTH
I RADIUS
I DELTA
ITANGENT
CHORD
CHORD BEARING
C6
424.60'
2035.00'
111-57-17-1
213.07'
1 423.83'
1 S89'18'43W
4
- - r NOTES:
,r
fl
1. THE BASIS OF BEARINGS IS TRUE NORTH DETERMINED BY SOLAR OBSERVATION AND CALCULATED USING THE
HOUR ANGLE METHOD, WHILE OBSERVING 0 LATITUDE: 30'35'13", LONGITUDE: 96'14'41" ON OCT. 12, 1991
Creek
LOO p
USING THREE DIRECT AND REVERSE POSITIONS WITH ROELOFS' PRISM. THESE BEARINGS ARE COMPATIBLE WITH
•• : %, i/ WILLIAMS CREEK SUBDIVISION, PHASES 1 & 2. PHASE 4 BEARINGS NEED TO BE ROTATED 02'03'21" .
115° li ; --- , \ • CLOCKWISE IN ORDER TO BE COMPATIBLE WITH THIS PLAT AND WITH WILLIAMS CREEK, PHASES 1 & 2.
Soh ,
70' ROW •-._..
2. NO PORTION OF THIS TRACT WITHIN F.E.MA FL
fi, i� I j� '�`'• ODD
INSURANCE RATE MAP FOR BRAZOS COUNTY AND NC YEAR
ARIEAS. COMMUNITY NO. E481195 & 80083,
_ .;i � •" PANEL N0. 205D, MAP N0. 8041CO205D EFFECTIVE DATE: FEBRUARY 9, 2000.
3. ZONING FOR THIS TRACT IS RURAL RESIDENTIAL SUBDMSION (A -OR).
} , 4. ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE
? l (NOT INCLUDING LOT AREA WITHIN THE FLOODPLAIN AND DRAINAGE EASEMENTS) AND WILL HAVE AN ON-SRE
SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIREMENTS OF THE BRAZOS
'ti COUNTY HEALTH DEPARTMENT. A GRAVITY SANITARY SEWER MASTER PLAN FOR THIS SUBDMSION WILL BE
DESIGNED AND SUBMITTED IN ACCORDANCE WITH SECTION 12-R.3, SANITARY SEWER MASTER PIAN. NO PRIVATE
SEWER FACILTTY 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
iii y.{ , )[._' .`� fi i 1_.. 1 ,:. �•. ? >f ` ADOPTED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION
i
{ ' 21.004 OF THE WATER CODE
5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT.
\• 6. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS
UTILITIES (BTU).
7, ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE POLICY AND DESIGN
STANDARDS.
!i
Qt -� ) i 8. PER THE U.D.O. SECTION 5.2 RESIDENTIAL DIMENSION STANDARDS, MINIMUM LOT SIZE AND BUILDING
5' P.U.E. o ,;;',, r � 'i , ,
SETBACKS FOR A -OR ZONING ARE AS FOLLOWS: 1 ACRE MINIMUM LOT AREA, 50' FRONT SETBACK, 20' SIDE
61 1 tt�b / SETBACK, 15' SIDE STREET SETBACK, AND 50' REAR SETBACK.
J
10' P.U.E. I1 .I t1 ' I{.: "' ' ~ r i 9. VARIANCES WERE APPROVED ON JUNE 17, 2004, BY THE PLANNING & ZONING COMMISSION FOR THE
FOLLOWING SECTIONS OF THE SUBDMSION ORDINANCE:
BL \ ,t i - , SECTION 12-1.5 HALF STREETS - PLATTING OF ONE-HALF THE RIGHT-OF-WAY FOR ROCK
o OCK 3 \ G� J i : PRAIRIE ROAD
SECTION 12-1.11 GEOMETRIC AND PAVEMENT STANDARDS - STREET GRADES NOT TO EXCEED 8%,
SECTION 12-K.1 GENERAL - ALLOWABLE BLOCK LENGTH TO BE INCREASED FROM 1500' TO 3000' .
18R
! r SEC UTILITY EASEMENTS - A REDUCTION IN THE UTILITY EASEMENT WIDTH FROM
(PHASE 1)
�'''••. TION 12 J.2 EAS UCTI
`' • • 2.052 AC. \ • , . ._. -� 1--....��..-- ' 20' TO 15' .
0 SECTION 12-R.3 SANITARY SEWER MASTER PLAN - SCHEMATIC PLAN ONLY
(NO PLAN/PROFILE SHEETS)
>> \ 15' P.U.E. f SECTION 15 OWNERSHIP - LOCATED IN CCN AREA OF WELLBORN SPECIAL UTILITY
\ DISTRICT A VARIANCE WAS APPROVED ON OCTOBER 28 2004 FORo
co SECTION
Loo
r t1
v
If ,
1
�-
23
WILLIAMS CREEK
UIVI
SBDSION R i
PHASE 2
VOL. 6745, PG. 149
."
APPROVAL OF CITY PLANNER
1, tlt��t City Planner of the City of College Station, Texas,
hereby certify that this Subdivision conforms to the requirements of the Subdivision
Regulations of the City of College Station, Texas.
City tanner • _---
12-K
BLOCKS, FOR BLOCKS 1 & 3 ADJACENT TO JOHNSON CREEK LOOP, WHICH EXCEED THE
1500' BLOCK LENGTH REQUIREMENT.
10. CURVE LENGTHS SHOWN ARE ARC LENGTHS:
,.i
l
11. 1/2" IRON RODS WILL BE SET AT ALL PROPERTY CORNERS, UNLESS NOTED OTHERWISE.
t 12. NO PRIVATE SEWAGE 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
fi REGULATIONS ADOPTED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS
l V t OF SECTION 21.004 OF THE TEXAS WATER CODE.
t0 13. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT
OVERHEAD UTILITY LINES ALONG ROCK PRAIRIE ROAD. SAID EASEMENT WILL EXTEND 20' BEYOND ANY UTILITY
ti EASEMENT.
14. WATER WELLS, IF ALLOWED, MUST COMPLY WITH SECTION 12-P.5 OF THE RURAL RESIDENTIAL SUBDIVISION
II REGULATIONS.
I15. DRIVEWAY CULVERTS SHALL COMPLY WITH CITY OF COLLEGE STATION DETAILS AND SPECIFICATIONS.
16. RESIDENTIAL STRUCTURES CONSTRUCTED WITHIN RURAL RESIDENTIAL SUBDIVISIONS SHALL: -
100 50 I O 100 III A) NOT BE LOCATED MORE THAN 500' FROM THE PUBLIC STREET. IF THEY ARE LOCATED A DISTANCE
i� GREATER THAN 500' FROM THE PUBLIC STREET, THEN A 20' WIDE ALL-WEATHER SURFACE, MEETING CURRENT
` SCAL IN FEET 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.
AMENDING PLAT 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
LINE TABLE EMERGENCY TRAFFIC LOADING.
BLOCK 3, LOT 18R
OF THE
WILLIAMS CREEK SUBDIVISION - PHASE 3
CERTIFICATE OF CITY ENGINEER
1,I City Engineer of the City of College Station, Texas,
hereby certify tha this Subdivision conforms to the requirements of the Subdivision
-- -Regulations of -the -City of 'Coilege-:Stotion, Texas:
ity ngine_
C� /�t,�i��'
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
1, �_"_� 1r%?_-, County Clerk, in and for said county, do hereby certify this plat
together vilith its certificates f authentication was filed for record in my office the f
Pag� 20W, in the Deed Records of Brazos County, Texas, in Volume _
WITNESS my hand and official Seal, at my office in Bryan, Texas.
6,V1 0
County Clerk -- ----- -
Brazos County, Texas
CERTIFICATE OF SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
I, S.M. Kling, Registered Professional Land Surveyor No. 2003, in the State of Texas,
hereby certify that this plat is true and correct and was prepared from an actual
survey of the property and that the property markers and were placed
under my supervision on the ground.
_ 'i >�
OF T� _Kling R P.L.S. No. 2003
BTEpF f`9
S
M KLING
2003-
j, GIP.'
�% ..Ess.•
SUR.
elk
'R
r � «aI
Filed for Re:rrd in.
RAZOE" i:OliN p
a7= A_ry t•*r?illi;• aE 11=.;tyi;
As a
)"Cement tkgber: 09731^4
Vim,, Lln`
ReceiptR{U@tbar ;27461
8_w?
Lynn �;reer
2TATE iT TEXAS COUNTY IF 'RAZOS
T hePeby i1,5trijatent Wn.4
clri the date and me ,tamped hereon by pie
d+riy recorded :n "-he yolum and f7a:3e
I h? .E(7s'_ial Public records of:
:I 'L S rl iJNTY
as _tamPPj ilara{,n }u me,
alis t� t20 i7
HEINORABLE KAREN. NCRtIEEN, COUNTY CLERK
3RAZOS t triIJNry
LINE. LENGTH _ BEARING_
L123 29.29' S83'20'05"W
L125; 63.11' S83'2O'05"W
CURVE TABLE
:,•tit,
I LENGTH
I RAD; US
DELTA
i,
CHORD
it
ii
2t
2036.,00'
5'48'33"
1. 103.25'
- i
4
- - r NOTES:
,r
fl
1. THE BASIS OF BEARINGS IS TRUE NORTH DETERMINED BY SOLAR OBSERVATION AND CALCULATED USING THE
HOUR ANGLE METHOD, WHILE OBSERVING 0 LATITUDE: 30'35'13", LONGITUDE: 96'14'41" ON OCT. 12, 1991
Creek
LOO p
USING THREE DIRECT AND REVERSE POSITIONS WITH ROELOFS' PRISM. THESE BEARINGS ARE COMPATIBLE WITH
•• : %, i/ WILLIAMS CREEK SUBDIVISION, PHASES 1 & 2. PHASE 4 BEARINGS NEED TO BE ROTATED 02'03'21" .
115° li ; --- , \ • CLOCKWISE IN ORDER TO BE COMPATIBLE WITH THIS PLAT AND WITH WILLIAMS CREEK, PHASES 1 & 2.
Soh ,
70' ROW •-._..
2. NO PORTION OF THIS TRACT WITHIN F.E.MA FL
fi, i� I j� '�`'• ODD
INSURANCE RATE MAP FOR BRAZOS COUNTY AND NC YEAR
ARIEAS. COMMUNITY NO. E481195 & 80083,
_ .;i � •" PANEL N0. 205D, MAP N0. 8041CO205D EFFECTIVE DATE: FEBRUARY 9, 2000.
3. ZONING FOR THIS TRACT IS RURAL RESIDENTIAL SUBDMSION (A -OR).
} , 4. ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE
? l (NOT INCLUDING LOT AREA WITHIN THE FLOODPLAIN AND DRAINAGE EASEMENTS) AND WILL HAVE AN ON-SRE
SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIREMENTS OF THE BRAZOS
'ti COUNTY HEALTH DEPARTMENT. A GRAVITY SANITARY SEWER MASTER PLAN FOR THIS SUBDMSION WILL BE
DESIGNED AND SUBMITTED IN ACCORDANCE WITH SECTION 12-R.3, SANITARY SEWER MASTER PIAN. NO PRIVATE
SEWER FACILTTY 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
iii y.{ , )[._' .`� fi i 1_.. 1 ,:. �•. ? >f ` ADOPTED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION
i
{ ' 21.004 OF THE WATER CODE
5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT.
\• 6. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS
UTILITIES (BTU).
7, ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE POLICY AND DESIGN
STANDARDS.
!i
Qt -� ) i 8. PER THE U.D.O. SECTION 5.2 RESIDENTIAL DIMENSION STANDARDS, MINIMUM LOT SIZE AND BUILDING
5' P.U.E. o ,;;',, r � 'i , ,
SETBACKS FOR A -OR ZONING ARE AS FOLLOWS: 1 ACRE MINIMUM LOT AREA, 50' FRONT SETBACK, 20' SIDE
61 1 tt�b / SETBACK, 15' SIDE STREET SETBACK, AND 50' REAR SETBACK.
J
10' P.U.E. I1 .I t1 ' I{.: "' ' ~ r i 9. VARIANCES WERE APPROVED ON JUNE 17, 2004, BY THE PLANNING & ZONING COMMISSION FOR THE
FOLLOWING SECTIONS OF THE SUBDMSION ORDINANCE:
BL \ ,t i - , SECTION 12-1.5 HALF STREETS - PLATTING OF ONE-HALF THE RIGHT-OF-WAY FOR ROCK
o OCK 3 \ G� J i : PRAIRIE ROAD
SECTION 12-1.11 GEOMETRIC AND PAVEMENT STANDARDS - STREET GRADES NOT TO EXCEED 8%,
SECTION 12-K.1 GENERAL - ALLOWABLE BLOCK LENGTH TO BE INCREASED FROM 1500' TO 3000' .
18R
! r SEC UTILITY EASEMENTS - A REDUCTION IN THE UTILITY EASEMENT WIDTH FROM
(PHASE 1)
�'''••. TION 12 J.2 EAS UCTI
`' • • 2.052 AC. \ • , . ._. -� 1--....��..-- ' 20' TO 15' .
0 SECTION 12-R.3 SANITARY SEWER MASTER PLAN - SCHEMATIC PLAN ONLY
(NO PLAN/PROFILE SHEETS)
>> \ 15' P.U.E. f SECTION 15 OWNERSHIP - LOCATED IN CCN AREA OF WELLBORN SPECIAL UTILITY
\ DISTRICT A VARIANCE WAS APPROVED ON OCTOBER 28 2004 FORo
co SECTION
Loo
r t1
v
If ,
1
�-
23
WILLIAMS CREEK
UIVI
SBDSION R i
PHASE 2
VOL. 6745, PG. 149
."
APPROVAL OF CITY PLANNER
1, tlt��t City Planner of the City of College Station, Texas,
hereby certify that this Subdivision conforms to the requirements of the Subdivision
Regulations of the City of College Station, Texas.
City tanner • _---
12-K
BLOCKS, FOR BLOCKS 1 & 3 ADJACENT TO JOHNSON CREEK LOOP, WHICH EXCEED THE
1500' BLOCK LENGTH REQUIREMENT.
10. CURVE LENGTHS SHOWN ARE ARC LENGTHS:
,.i
l
11. 1/2" IRON RODS WILL BE SET AT ALL PROPERTY CORNERS, UNLESS NOTED OTHERWISE.
t 12. NO PRIVATE SEWAGE 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
fi REGULATIONS ADOPTED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS
l V t OF SECTION 21.004 OF THE TEXAS WATER CODE.
t0 13. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT
OVERHEAD UTILITY LINES ALONG ROCK PRAIRIE ROAD. SAID EASEMENT WILL EXTEND 20' BEYOND ANY UTILITY
ti EASEMENT.
14. WATER WELLS, IF ALLOWED, MUST COMPLY WITH SECTION 12-P.5 OF THE RURAL RESIDENTIAL SUBDIVISION
II REGULATIONS.
I15. DRIVEWAY CULVERTS SHALL COMPLY WITH CITY OF COLLEGE STATION DETAILS AND SPECIFICATIONS.
16. RESIDENTIAL STRUCTURES CONSTRUCTED WITHIN RURAL RESIDENTIAL SUBDIVISIONS SHALL: -
100 50 I O 100 III A) NOT BE LOCATED MORE THAN 500' FROM THE PUBLIC STREET. IF THEY ARE LOCATED A DISTANCE
i� GREATER THAN 500' FROM THE PUBLIC STREET, THEN A 20' WIDE ALL-WEATHER SURFACE, MEETING CURRENT
` SCAL IN FEET 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.
AMENDING PLAT 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
LINE TABLE EMERGENCY TRAFFIC LOADING.
BLOCK 3, LOT 18R
OF THE
WILLIAMS CREEK SUBDIVISION - PHASE 3
CERTIFICATE OF CITY ENGINEER
1,I City Engineer of the City of College Station, Texas,
hereby certify tha this Subdivision conforms to the requirements of the Subdivision
-- -Regulations of -the -City of 'Coilege-:Stotion, Texas:
ity ngine_
C� /�t,�i��'
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
1, �_"_� 1r%?_-, County Clerk, in and for said county, do hereby certify this plat
together vilith its certificates f authentication was filed for record in my office the f
Pag� 20W, in the Deed Records of Brazos County, Texas, in Volume _
WITNESS my hand and official Seal, at my office in Bryan, Texas.
6,V1 0
County Clerk -- ----- -
Brazos County, Texas
CERTIFICATE OF SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
I, S.M. Kling, Registered Professional Land Surveyor No. 2003, in the State of Texas,
hereby certify that this plat is true and correct and was prepared from an actual
survey of the property and that the property markers and were placed
under my supervision on the ground.
_ 'i >�
OF T� _Kling R P.L.S. No. 2003
BTEpF f`9
S
M KLING
2003-
j, GIP.'
�% ..Ess.•
SUR.
elk
'R
r � «aI
Filed for Re:rrd in.
RAZOE" i:OliN p
a7= A_ry t•*r?illi;• aE 11=.;tyi;
As a
)"Cement tkgber: 09731^4
Vim,, Lln`
ReceiptR{U@tbar ;27461
8_w?
Lynn �;reer
2TATE iT TEXAS COUNTY IF 'RAZOS
T hePeby i1,5trijatent Wn.4
clri the date and me ,tamped hereon by pie
d+riy recorded :n "-he yolum and f7a:3e
I h? .E(7s'_ial Public records of:
:I 'L S rl iJNTY
as _tamPPj ilara{,n }u me,
alis t� t20 i7
HEINORABLE KAREN. NCRtIEEN, COUNTY CLERK
3RAZOS t triIJNry
LINE. LENGTH _ BEARING_
L123 29.29' S83'20'05"W
L125; 63.11' S83'2O'05"W
CURVE TABLE
CURVE
I LENGTH
I RAD; US
DELTA
TANGENT
CHORD
ICHORD BEARING
ii
2t
2036.,00'
5'48'33"
1. 103.25'
1 206.24'
`;f
t
4
{
f #
ii �1j
1'•
;i
4
- - r NOTES:
,r
fl
1. THE BASIS OF BEARINGS IS TRUE NORTH DETERMINED BY SOLAR OBSERVATION AND CALCULATED USING THE
HOUR ANGLE METHOD, WHILE OBSERVING 0 LATITUDE: 30'35'13", LONGITUDE: 96'14'41" ON OCT. 12, 1991
Creek
LOO p
USING THREE DIRECT AND REVERSE POSITIONS WITH ROELOFS' PRISM. THESE BEARINGS ARE COMPATIBLE WITH
•• : %, i/ WILLIAMS CREEK SUBDIVISION, PHASES 1 & 2. PHASE 4 BEARINGS NEED TO BE ROTATED 02'03'21" .
115° li ; --- , \ • CLOCKWISE IN ORDER TO BE COMPATIBLE WITH THIS PLAT AND WITH WILLIAMS CREEK, PHASES 1 & 2.
Soh ,
70' ROW •-._..
2. NO PORTION OF THIS TRACT WITHIN F.E.MA FL
fi, i� I j� '�`'• ODD
INSURANCE RATE MAP FOR BRAZOS COUNTY AND NC YEAR
ARIEAS. COMMUNITY NO. E481195 & 80083,
_ .;i � •" PANEL N0. 205D, MAP N0. 8041CO205D EFFECTIVE DATE: FEBRUARY 9, 2000.
3. ZONING FOR THIS TRACT IS RURAL RESIDENTIAL SUBDMSION (A -OR).
} , 4. ALL OF THE RESIDENTIAL LOTS IN THE WILLIAMS CREEK SUBDIVISION WILL BE AT LEAST 1 ACRE IN SIZE
? l (NOT INCLUDING LOT AREA WITHIN THE FLOODPLAIN AND DRAINAGE EASEMENTS) AND WILL HAVE AN ON-SRE
SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIREMENTS OF THE BRAZOS
'ti COUNTY HEALTH DEPARTMENT. A GRAVITY SANITARY SEWER MASTER PLAN FOR THIS SUBDMSION WILL BE
DESIGNED AND SUBMITTED IN ACCORDANCE WITH SECTION 12-R.3, SANITARY SEWER MASTER PIAN. NO PRIVATE
SEWER FACILTTY 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
iii y.{ , )[._' .`� fi i 1_.. 1 ,:. �•. ? >f ` ADOPTED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION
i
{ ' 21.004 OF THE WATER CODE
5. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT.
\• 6. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS
UTILITIES (BTU).
7, ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE POLICY AND DESIGN
STANDARDS.
!i
Qt -� ) i 8. PER THE U.D.O. SECTION 5.2 RESIDENTIAL DIMENSION STANDARDS, MINIMUM LOT SIZE AND BUILDING
5' P.U.E. o ,;;',, r � 'i , ,
SETBACKS FOR A -OR ZONING ARE AS FOLLOWS: 1 ACRE MINIMUM LOT AREA, 50' FRONT SETBACK, 20' SIDE
61 1 tt�b / SETBACK, 15' SIDE STREET SETBACK, AND 50' REAR SETBACK.
J
10' P.U.E. I1 .I t1 ' I{.: "' ' ~ r i 9. VARIANCES WERE APPROVED ON JUNE 17, 2004, BY THE PLANNING & ZONING COMMISSION FOR THE
FOLLOWING SECTIONS OF THE SUBDMSION ORDINANCE:
BL \ ,t i - , SECTION 12-1.5 HALF STREETS - PLATTING OF ONE-HALF THE RIGHT-OF-WAY FOR ROCK
o OCK 3 \ G� J i : PRAIRIE ROAD
SECTION 12-1.11 GEOMETRIC AND PAVEMENT STANDARDS - STREET GRADES NOT TO EXCEED 8%,
SECTION 12-K.1 GENERAL - ALLOWABLE BLOCK LENGTH TO BE INCREASED FROM 1500' TO 3000' .
18R
! r SEC UTILITY EASEMENTS - A REDUCTION IN THE UTILITY EASEMENT WIDTH FROM
(PHASE 1)
�'''••. TION 12 J.2 EAS UCTI
`' • • 2.052 AC. \ • , . ._. -� 1--....��..-- ' 20' TO 15' .
0 SECTION 12-R.3 SANITARY SEWER MASTER PLAN - SCHEMATIC PLAN ONLY
(NO PLAN/PROFILE SHEETS)
>> \ 15' P.U.E. f SECTION 15 OWNERSHIP - LOCATED IN CCN AREA OF WELLBORN SPECIAL UTILITY
\ DISTRICT A VARIANCE WAS APPROVED ON OCTOBER 28 2004 FORo
co SECTION
Loo
r t1
v
If ,
1
�-
23
WILLIAMS CREEK
UIVI
SBDSION R i
PHASE 2
VOL. 6745, PG. 149
."
APPROVAL OF CITY PLANNER
1, tlt��t City Planner of the City of College Station, Texas,
hereby certify that this Subdivision conforms to the requirements of the Subdivision
Regulations of the City of College Station, Texas.
City tanner • _---
12-K
BLOCKS, FOR BLOCKS 1 & 3 ADJACENT TO JOHNSON CREEK LOOP, WHICH EXCEED THE
1500' BLOCK LENGTH REQUIREMENT.
10. CURVE LENGTHS SHOWN ARE ARC LENGTHS:
,.i
l
11. 1/2" IRON RODS WILL BE SET AT ALL PROPERTY CORNERS, UNLESS NOTED OTHERWISE.
t 12. NO PRIVATE SEWAGE 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
fi REGULATIONS ADOPTED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS
l V t OF SECTION 21.004 OF THE TEXAS WATER CODE.
t0 13. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT
OVERHEAD UTILITY LINES ALONG ROCK PRAIRIE ROAD. SAID EASEMENT WILL EXTEND 20' BEYOND ANY UTILITY
ti EASEMENT.
14. WATER WELLS, IF ALLOWED, MUST COMPLY WITH SECTION 12-P.5 OF THE RURAL RESIDENTIAL SUBDIVISION
II REGULATIONS.
I15. DRIVEWAY CULVERTS SHALL COMPLY WITH CITY OF COLLEGE STATION DETAILS AND SPECIFICATIONS.
16. RESIDENTIAL STRUCTURES CONSTRUCTED WITHIN RURAL RESIDENTIAL SUBDIVISIONS SHALL: -
100 50 I O 100 III A) NOT BE LOCATED MORE THAN 500' FROM THE PUBLIC STREET. IF THEY ARE LOCATED A DISTANCE
i� GREATER THAN 500' FROM THE PUBLIC STREET, THEN A 20' WIDE ALL-WEATHER SURFACE, MEETING CURRENT
` SCAL IN FEET 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.
AMENDING PLAT 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
LINE TABLE EMERGENCY TRAFFIC LOADING.
BLOCK 3, LOT 18R
OF THE
WILLIAMS CREEK SUBDIVISION - PHASE 3
CERTIFICATE OF CITY ENGINEER
1,I City Engineer of the City of College Station, Texas,
hereby certify tha this Subdivision conforms to the requirements of the Subdivision
-- -Regulations of -the -City of 'Coilege-:Stotion, Texas:
ity ngine_
C� /�t,�i��'
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
1, �_"_� 1r%?_-, County Clerk, in and for said county, do hereby certify this plat
together vilith its certificates f authentication was filed for record in my office the f
Pag� 20W, in the Deed Records of Brazos County, Texas, in Volume _
WITNESS my hand and official Seal, at my office in Bryan, Texas.
6,V1 0
County Clerk -- ----- -
Brazos County, Texas
CERTIFICATE OF SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
I, S.M. Kling, Registered Professional Land Surveyor No. 2003, in the State of Texas,
hereby certify that this plat is true and correct and was prepared from an actual
survey of the property and that the property markers and were placed
under my supervision on the ground.
_ 'i >�
OF T� _Kling R P.L.S. No. 2003
BTEpF f`9
S
M KLING
2003-
j, GIP.'
�% ..Ess.•
SUR.
elk
'R
r � «aI
Filed for Re:rrd in.
RAZOE" i:OliN p
a7= A_ry t•*r?illi;• aE 11=.;tyi;
As a
)"Cement tkgber: 09731^4
Vim,, Lln`
ReceiptR{U@tbar ;27461
8_w?
Lynn �;reer
2TATE iT TEXAS COUNTY IF 'RAZOS
T hePeby i1,5trijatent Wn.4
clri the date and me ,tamped hereon by pie
d+riy recorded :n "-he yolum and f7a:3e
I h? .E(7s'_ial Public records of:
:I 'L S rl iJNTY
as _tamPPj ilara{,n }u me,
alis t� t20 i7
HEINORABLE KAREN. NCRtIEEN, COUNTY CLERK
3RAZOS t triIJNry
LINE. LENGTH _ BEARING_
L123 29.29' S83'20'05"W
L125; 63.11' S83'2O'05"W
CURVE TABLE
CURVE
I LENGTH
I RAD; US
DELTA
TANGENT
CHORD
ICHORD BEARING
C6
1 206.32'
2036.,00'
5'48'33"
1. 103.25'
1 206.24'
1S86'14'21"W
LEGEND
PLAT BOUNDARY
_I RIGHT-OF-WAY LINE
-' - - - PROPERTY LINE
OO. PROPERTY CORNER
- - - - - - PROPOSED U.lLrY EASEMENT
----- -------- PROPOSED DRAINAGE EASEMENT
P.U.E. PUBLIC UTILITY EASEMENT
S.E. SLOPE EASEMENT
VICINITY MAP
i PROJECT
.�u LOCATION
I ucK
ROCK PRAIRIE P
ROAD
GREENS
PRAIRIE ROAD
NOT TO SCALE
F_1__NAL P.LAT.
OF
WILLIAMS CREEK SUBDIVISION
PHASE 3
LOT 18R, BLOCK 3
BEING AN
AMENDING PLAT
OF
WILLIAMS CREEK SUBDIVISION
PHASE 3
LOTS 18 & 19, BLOCK 3
NATHAN CLAMPITT SURVEY, A-90
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 "=100' MAY, 2007 (REVISED)
ER: REVISED JUNE, 2007
OWN
Malcolm & Stacie Rude ENGINEER:
314 Agate Drive ��
College Station, Texas 77845 * Gm L&moP,iV mT L*L*
(979) 690-2418 ,
CIVIL ENGINEERING &DESIGN -BUILD SERVICES
SURVEYOR: Ginger L. Urso, P.E.
2033 Harvey Mitchell Parkway South
S.M. Kling, RPLS No. 2003 College Station, Texas 77840
Kling Engineering & Surveying ..,
P.O. Box 4234 P.O. Box 11929, College Station, Texas 77842
Bryan, Texas 77805 (979) 764-7743 Fax: (979) 764-7759
(979) 846-6212