HomeMy WebLinkAboutDrawingsKENNETH A. & BARBARA
DOOLEY
3.05 ACRES
VOL. 466, PAGE 64
MELINDA PITTMAN
2.536 ACRES
LOT 713, BLOCK 2
RAINBOW ACRES
VOL. 3877, PAGE 110
\\ 20' PUE-`
`t
S4W 13' WE - 4.81' _
I
1
\ 150.05'
20' PUE I '
1 (
DETENTION
AREA
I
\ J
I 00 p{
{ LOT 1 \ \ M
132 ACRES \ I 00 `-
8" WATERLINE I
C
DETENTION
AREA
Il
20' PUE \
145.05'
LOT 2
127 ACRES
\ J
DANA KARIN ROSBERG COPUS
15.78 ACRES
VOL. 7267, PAGE 226
\ 145.05'
20' PUE
23' 57W -951.88' 1
145 05'
/ J
r f
30' PRIVATE /
DRAINAGE / 20' PUE-i
EASEMENT' /
//-•.../ j/ ��' ,t i i� jr/III �� � 1
o
\I I� l
\ / 145.05 / / / 221.64' ( i ll G
{ .�
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30' PRIVATE ( 1
{ \ ( ( (/1 / / / / / i / ' /DRAINAGE ( 1 50
I
A- { ( {f � � ( l / / ( { / / J / �, w j EASEMENT
20 PUE 20' PUE ' f /J /J /' ' rn
LLJ
BLOCK 1
i` w DETENTION
{- LO / I
AREA
o M{ LOT 3 I PUE (I 1 f f I
�I LOT 4
126 ACRES
I { ( '{ { LOT 5 I rn { � LOT 6.\I
128 ACRES 1.76 ACRES Nu) � 125 ACRES01
((
`VARIABLE' WIDTH
\EASEMEICALNT
1075/801 a
�{ ( 20 JL
PUE 1 \ �.
¢ so i �
/ /
BUILDING / / � 15F( I I
SETBACK //
1-337
{ WATER LINE
_
-- ROPOSED FIRE HYDRANT_ (_ ROPOSED FIRE HYDRANT-
AE 8 1�Q.9oW-8 W- W-$ 45.00' -g W-12 W-12 -12 W-12 Vii= -"r2 _ W-12 W-12 -
145.00' 145.00' 145.00' W 2 W -1r , W-12 W=1 \ i ` 4
'
O , - - � 182.22 W-
_ 25' / ty I } �/ /
V1 ( / �� / w�12
-------- -�,� - ----BUILDING--�---- --.--- ------------------ N4Z'35'33'E-908. '------._ __-_ __ --- /
_ - _ 11 / / 1 / w 1
- ---_ --- PPPPPP------- _ _----- --- _ - ---- --__ --- - - -
SETBACKCt _
16' PUE ROANS CHAPEL ROAD 0.284 ACRES 16' PUE 25' BUILDING F Q CrTy OF COLLEGE STATION
70' R.O.W. 23' PAVEMENT R.O.W. DEDICATION SETBACK MONUMENT 244 12" WATER LINE I
f BEARS: N4W56'1 - - 10.05'
-`-`�312--------------
-----..-.---__._--------------------- ---- __ _
r `
s _
JAMES T STUCKY
JERRY W& DAWN G MERKER
\
& PHYLLIS LYNN ____ _WILLIAM J JR & VICKY L - i j 0.849 ACRES M
\ I I I % l
2.362ACRES UNKNOWN OWNER KOTRLA JAMES D YOUNG _ _ _ __ ___ - - - LOTS \ I
LOT 7 2.372 ACRES BRAZOS COUNTY EMERGENCY
_ S LOT6 2.378 ACRES 2.379 ACRES DAWN'S MEADOWS - ��-� %'' /� �-
ME
MEADOWS DAWN'S MEADOWS LOT 5 LOT 4 SERVICES
0.34 ACRES CT #3 VOL. 3832, PAGE 123 \ \ / / \ - -314
VOL. 4154, PAGE VOL. 10361, PAGE 025 VOL. PAGE 216 VOL. 1OWS 108IS 2, PAGE`151 LOT 3 / ` (I I / / / % / j / 4
278 , DAWN'S MEADOWS
/ VOL. 11192, PAGE 044
_315
7'
DL AKIN PROPERTIES, LLC.
2.124 ACRES
I / I LOT 2
I DAWN'S MEADOWS
\ / I VOL. 10804, PAGE 242 / ^
{ / ( /
NOTES: 13. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY
1. THE CURRENT OWNERS OF THE ROANS CHAPEL COMMERCIAL BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE
SUBDIVISION ARE KWK VENTURES, LP, 12633 SH 30, COLLEGE PROVIDED AS REQUIRED BY BTU.
STATION, TEXAS, 77845; PHILLIP DAVID BAIRRINGTON, 3006 HICKORY 14. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY
RIDGE, BRYAN, TEXAS, 77807. WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES.
2. THE BEARINGS OF THIS SURVEY ARE BASED ON THE TEXAS STATE SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT.
PLANE COORDINATE SYSTEM CENTRAL O
2010, AND BOUNDARY REFERENCED TO RODSNFOUND2 ON )TE OCH 15. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY
EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT
GROUND REFERRED TO THE PREVIOUS DEED RECORDED VOL. 319,
PAGE 542. ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG
THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW
3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOOD PLAIN, EXISTING DRAINAGE WAYS.
AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY 16. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE
ON THE COMMUNITY PANEL No. 48041 CO250E EFFECTIVE DATE,
05/16/2012 AND 48041CO22OF EFFECTIVE DATE, 04/02/2014. ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY
ENGINEER.
4. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED IN
2005. 17. BUILDING SETBACK ARE 25' ADJACENT TO ROANS CHAPEL ROAD
AND 50' ALONG SH 30. ADDITIONAL BUILDING SETBACKS MAY BE
5. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. REQUIRED BY DEED RESTRICTIONS.
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
372.19'
2769.79'
007'41'57"
186.38'
371.91'
N43'08'38"W
C2
22.66'
2769.79'
L!A
000'28'07"
11.33'
22.66'
N39'03'36"W
6. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO
18. THE LAND USE IS COMMERCIAL.
THE RURAL STREET STANDARDS PER BRAZOS COUNTY
REQUIREMENTS WITH THE ADDITIONAL REQUIREMENT THAT THE
19. THIS SUBDIVISION IS WITHIN THE EXTRATERRITORIAL JURISDICTION
PAVEMENT SURFACE BE 2" OF HOT MIX ASPHALTIC CONCRETE TO
(ETJ) OF THE CITY OF COLLEGE STATION.
MEET CITY OF COLLEGE STATION REQUIREMENTS.
20. THE FOLLOW EASEMENTS APPLY TO THIS TRACT:
7. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE
FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY &
A. R.O.W. EASEMENT RECORDED IN VOL. 1075, PAGE 801 AS
STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE
SHOWN.
AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THEg,
BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES
BLANKET EASEMENT GRANTED TO FERGUSON BURLESON COUNTY
COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE
GAS GATHERING SYSTEM - RECORDED IN VOL. 1723, PAGE 109.
COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE
PROVISIONS OF SECTION OF THE TEXAS WATER CODE.
22. NO ACCESS WILL BE ALLOWED TO STATE HIGHWAY 30 FROM LOT 6.
ON-SITE SEWAGE FACILITIESES DISPOSAL AREAS SHALL NOT ENCROACH
LOT 6 SHALL NOT ACCESS ROANS CHAPEL ROAD WITHIN 160' OF
THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE
THE STATE HIGHWAY 6 INTERSECTION.
OR PUBLIC WELL, RESPECTIVELY.
23. EVERY LOT SHALL PROVIDE STORM WATER DETENTION ON SITE OR
8. OSSF SYSTEM & SPRAY FIELDS SHALL NOT BE LOCATED WITHIN
BE INCLUDED IN A STORMWATER DETENTION FACILITY FOR MULTIPLE
DETENTION AREAS.
LOTS. THE LOCATION OF THE DETENTION AREAS SHOWN ON THIS
9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WICKSON
PLAN ARE APPROXIMATE ONLY AND THE ACTUAL LOCATION AND SIZE
WILL BE DETERMINED BY THE STORM WATER DETENTION FACILITY
CREEK SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE
DESIGN TO BE PROVIDED BY THE LOT OWNERS ENGINEER. STORM
DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION
WATER DETENTION DESIGN SHALL BE SUBMITTED TO THE BRAZOS
SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL PROVIDE
COUNTY ENGINEER FOR REVIEW.
THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION
REQUIREMENTS.
24. PRIVATE DRAINAGE EASEMENTS AND DETENTION AREAS WILL BE
10. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED
MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION (POA) OR
INDIVIDUAL LOT OWNERS.
PER CITY STANDARDS.
11. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY
25. DRIVEWAYS FOR EACH LOT ARE REQUIRED TO HAVE A PERMIT FROM
THE BRAZOS COUNTY ROAD AND BRIDGE DEPARTMENT. ALL
RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC
DRIVEWAY CONSTRUCTION TO BE IN ACCORDANCE WITH THEIR
UTILITY EASEMENTS.
REQUIREMENTS. THE DRIVEWAY CULVERTS WILL BE INSTALLED IN
THE RELOCATED ROADSIDE DITCH. '
12. ELECTRICAL, PHONE AND CABLE SERVICE FOR THIS SUBDIVISION
WILL BE LOCATED ALONG THE FRONT OF THE LOTS IN THE 16'
26. THE DEVELOPER WILL RELOCATE THE EXISTING UTILITIES FROM THE
PUBLIC UTILITY EASEMENT.
RIGHT-OF-WAY DEDICATION AREA.
LEGEND
PROPERTY BOUNDARY
ADJACENT LOT BOUNDARY
W-12 W-12 EXISTING 12" WATER LINE
W-6 W-6 EXISTING 6" WATER LINE
-----`-"------- ELECTRICAL EASEMENT
- -- PUBLIC UTILITY EASEMENT
- PRIVATE DRAINAGE EASEMENT
-----310------- EXISTING CONTOUR
'- LOT LINE
W-12 W-12 PROPOSED 12" WATER LINE
W-8 W-8 PROPOSED 8" WATER LINE
pill
77/1 R.O.W. AREA
PROPOSED FIRE HYDRANT
METES AND BOUNDS DESCRIPTION
8.407 ACRES
Being a tract of land containing 8.407 acres, in the Maria Kegans Survey, A-28 and
being the remainder of a called 9.0 acre tract as recorded in Vol. 120, Page 300, and
being the same tract of land as recorded in Vol. 319, Page 542, of the Brazos County
Deed Records(B.C.D.R.) All bearings of this survey are referenced to the Texas State
Plane Coordinate System, Central Zone, NAD83(2011) Epoch 2010, and boundary
based on found iron rods as surveyed on the ground on April 10th of 2014. This
description is also referred to the plat prepared by ATM Surveying, Project No.
2014-0489, and being more particularly described as follows:
25 0; 50
BEGINNING; at a 1/2" iron rod with red plastic cap marked "SM KLING - RPLS
SC LE IN FEET 2003" found for the west corner of this tract, also being a point on the northeast line of
the Kenneth A & Barbara Dooley 3.05 acre tract, as recorded in Vol. 466, Page 64, of
the B.C.D.R., also being the south corner of the Dana Karin Rosberg Copus called 15.78
acre tract, as recorded in Vol. 7267, Page 226, of the B.C.O.R.
THENCE North 42°23`57" East, a distance of 951.88 feet along the common line
between this tract and said Copus tract to a 1/2" iron rod with red plastic cap marked
N "SM KLING - RPLS 2003" found for the north corner of this tract, also being the east
corner of said opus tract, also being a point on the southwest line of State Highway
30(R.O.W. var es);
THENCE alor g the common line between this tract and said State Highway 30 around
a curve to the right having a delta angle of 08'10'04", an arc distance of 394.85 feet, a
radius of 2769.9 feet, and a chord of South 42054'34" East, a distance of 394.52 feet to
' a 1/2" iron rodwith a maroon plastic cap marked "RPLS 6132 - ATM SURV" set for
the east corner of this tract, at the intersection of said State Highway 30, and the
northwest line of Roans Chapel Road(60' R.O.W.)(approximate 60' R.O.W.);
THENCE Sough 42035'33" West, a distance of 908.60 feet along the common line
between this tract and said Roans Chapel Road to a 1/2" iron rod found for the south
corner of this tract, also being the east corner of the Melinda Pittman called 2.536 acre
tract, called Lot: 7B, Block 2, of the Rainbow Acres, as recorded in Vol. 3877, Page 110,
of the Brazos County Official Records;
THENCE Nort h 49013'05" West, a distance of 390.29 feet along the common line
between this tra Irt and said Pittman and said Dooley tracts to the PLACE OF
BEGINNING c ntaining 8.407 acres.
P�IRELIMINARY PLAN l�
ROANS CHAPEL
COMMERCIAL SUBDIVISION
'i Block 1, Lots 1- 6; 8.123 ACRES
0.284 ACRES R.O.W. DEDICATION
MARIA KEGANS LEAGUE SURVEY, A-28
'I BRYAN, BRAZOS COUNTY, TEXAS
OWNER/DEVELOPER:
KWK Ventures, LP
12633 SH 30
College Station, Texas 77845
JDMD Development, LLC
3006 Hickory Ridge
Bryan, Texas 77807
SURVEYOR:
ATM Surveying
P.O. Box 10313
College Station, TX 77840
PHONE: (979)209-9291
EMAIL: Aldam0ATMGurvevfnn
SCALE: V = 50'
JANUARY 2015
ENGINEER:
Schultz Engineering, LLC
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77845
P.O. Box 11995
College Station, Texas 77842
(979) 764-3900
t
KENNETH A. & BARBARA
DOOLEY
3.05 ACRES
VOL. 466, PAGE 64
/ � N
-----
-----------
--- --------------- N42°35'33'E-908.60'_-_----------
------ /
DELTA
TANGENT
/
/ / / /
w 1 \
------------
---------SETBACK
-- ---
J
____
_ -- -
I
W
MELINDA PITTMAN
2769.79'
2.536 ACRES
i2
LOT 713, BLOCK 2
0.284 ACRES 16' PUE
RAINBOW ACRES
"�
VOL- 3877, PAGE 110
04/02/2014.
\\ 20' PUE-L
54713' WE - 4.81'_A
20' PUE \
/
DANA KARIN ROSBERG COPUS
15,78 ACRES
VOL. 7267, PAGE 226 \ I
0
/ 20' PUE-
150.05' 9UL0 f
\ 150.05' 145.05' \
145.05' 145.05'
// / /f I I 305-, 1 1 \ \
// / I!a iI IS co
\
10I� M to
/ to
221.MA' �A / / I ( I I I \
T-'/
I I I
�A
( I
50 25 0 5
SCALE IN FEET
II l \ \ \ \3 20' PUE I / /I 20' PUE
J
\ I I ��
DETENTION � a
AREA ( I .7,LU
/ ► I / I BLOCK 1
\ I � L+ -II I ' DETENTION
\ in \ wI ! I wI w}/ / I w \\ I AREA
ON r
0I \ Ir o F -� o /r (- o (j / I_ �'� / -' JI f �/ i//
-- -
LOT -11 i� r; - I I �t of / — /// 20' PUE
- \ LOT 2 - r0 -_ -_ - { oo / _ _��_ _ — i ZE /
--
1.32 ACRES \ coaD I -., a LOT 3 ap / LOT 4 neo "� I r7 I F -- - - -- / / I I I
r� 127 ACRES " r00 O . 126 ACRES r i . I / r LOT 5 I ; n •- \ \ "LOT 6 \ ( U'` I I _ M
\ ZJ I I a, / 126 ACRES / �) 125 ACRES M . I t76 ACRES
VARIABLE
�
ELECTRICALWIDTH
EASEMENT
�\ 1075/801 o W I I I
rllw 1tit � M� / illlll
QJ
I I
I8" WATER LINE I
+I
I JL I ' i / j k'� III 1`I '
LU 20 PUE I (/ \I \ I \I �� ' 50
h BUILDINGSETBACK / / �n Q ( I I\
20' PUE — L _ — '/ I / I I / I \ l X j
-----' J I /-307/ / tiO
2" WATER LINE\\ I \ \ j — / \ \ \ \ \ T
� / N
y� ,PROPOSED FIRE HYDRANT_ PROPOSED FIRE HYDRANT— —� `L— l rn
15Q,40'�-8 w' w'8 145.00'-- 145.00 145.00 145A0 182.22
s w-12 — --,-w-12 -12 w-� 0 -,-w i 2 - w-12 �u-12 w- 2 w i r ��w-12 1 ` w'->
0 12
2
-----
-----------
--- --------------- N42°35'33'E-908.60'_-_----------
------ /
DELTA
TANGENT
U l�
\
/ / / /
w 1 \
------------
---------SETBACK
-- ---
------- NN
____
N43'08'38"W
------------
22.66'
2769.79'
000'28'07"
q
16' PUE ROANS CHAPEL ROAD
0.284 ACRES 16' PUE
25' BUILDING
"�
c CITY OF COLLEGE STA ON
04/02/2014.
EXISTING DRAINAGE WAYS.
4.
TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED IN
70� R.O.W. 23 PAVEMENT
R.O.W. DEDICATION
SETBACK
ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY
N-
ENGINEER.
5.
CURVE LENGTHS SHOWN ARE CHORD LENGTHS.
17. BUILDING SETBACK ARE 25' ADJACENT �TO ROANS :CHAPEL ,ROAD - - - -.-.
BEARS: N4956' 6MONUMIE"
10.05'
12" WATER LINE
I
�--312--1
-----------------------------
------------------- ------—-_
REQUIREMENTS WITH THE ADDITIONAL REQUIREMENT THAT THE
/
18. THE LAND USE IS COMMERCIAL.
I 1 I
----
—
_ _ _ _ _ _ _
-----------------
———— — — — — —— — — — — — — — — — —
_
— — — — — —
19. THIS SUBDIVISION IS WITHIN THE EXTRATERRITORIAL JURISDICTION
7.
LOTS ARE TO BE SEWERED BY INDIVIDUAL ON—SITE SEWAGE
t
�-
---------------------------------------
-------- ---- -
STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE
20. THE FOLLOW EASEMENTS APPLY TO THIS TRACT:
----.319-_.
AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE
\
\
BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES
A. R.O.W. EASEMENT RECORDED IN VOL. 1075, PAGE 801 AS
COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE
SHOWN.
COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE
PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE.
B. BLANKET EASEMENT GRANTED TO FERGUSON BURLESON COUNTY
ON—SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT
GAS GATHERING SYSTEM — RECORDED IN VOL. 1723, PAGE
ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF
109.
.r-_---_-
A PRIVATE OR PUBLIC WELL, RESPECTIVELY.
I ti
--,LAMES T.S-TUCKY
8.
OSSFRETE SYSTEM &SPRAY FIELDS SHALL NOT BE LOCATED WITHIN
DETENTION AREAS.
\
_
— TERRY W & DAWN G MERKER
BE INCLUDED IN A STORMWATER DETENTION FACILITY FOR MULTIPLE
9.
THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WICKSON
LOTS. THE LOCATION OF THE DETENTION AREAS SHOWN ON THIS
& PHYLLIS LYNN
_. � -- _ -: _ - _--- ---
PLAN ARE APPROXIMATE ONLY AND THE ACTUAL LOCATION AND
—txm,�TQr� 7n V4�K�L�._ �.. _ - \
DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION
/� 0.849 ACRES
/
FACILITY DESIGN TO BE PROVIDED BY THE LOT OWNERS ENGINEER.
2.362ACRES
UNKNOWN OWNER
2 372 ACRES
KOTRLA JAMES D YOUNG - - - -
_ - - _ - - -
BRAZOS COUNTY EMERGENCY
- - - - LOT 3 --
DAWNS MEADOWS
/
24' DRIVEWAYS FOR EACH LOT ARE REQUIRED TO HAVE A PERMIT FROM
PER CITY STANDARDS.
N
4F
N
-- --
LOT 7 2.378 ACRES S SERVICES DISTRICT #3 VOL. 3832, PAGE 123 \ \ / / \ `- -314—
DAWNS LOT 6 LOT 5 LOT 4
MEADOWS DAWN'S MEADOWS DAWN'S MEADOWS DAWN'S MEADOWS
0.3LOT ACRES
VOL. 10361, PAGE 025 VOL. 6437, PAGE 216 DAWNS MEADOWS
VOL. 4278, PAGE /' VOL. 11192, PAGE 044
DL AKIN PROPERTIES, C.
2.124 ACRES
DAWNS MEADOWS
VOL. 10804, PAGE 242 / —
NOTES: 12. ELECTRICAL, PHONE AND CABLE SERVICE FOR THIS SUBDIVISION
1. THE CURRENT OWNERS OF THE ROANS CHAPEL COMMERCIAL WILL BE LOCATED ALONG THE FRONT OF THE LOTS IN THE 16'
SUBDIVISION ARE KWK VENTURES, LP, 12633 SH 30, COLLEGE PUBLIC UTILITY EASEMENT.
STATION, TEXAS, 77845; PHILLIP DAVID BAIRRINGTON, 3006 13. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY
HICKORY RIDGE, BRYAN, TEXAS, 77807. BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
372.19'
2769.79'
007'41'57"
186.38'
371.91'
N43'08'38"W
C2
22.66'
2769.79'
000'28'07"
11.33'
22.66'
N39°03'36"W
2.
THE BEARINGS OF THIS SURVEY ARE BASED ON THE TEXAS STATE
PROVIDED AS REQUIRED BY BTU.
PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD83(2011) EPOCH
2010, AND BOUNDARY REFERENCED TO RODS FOUND ON THE
14. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY
GROUND REFERRED TO THE PREVIOUS DEED RECORDED VOL. 319,
WIRES NECESSARY TO HELP SU PPORT,OVERHEAD UTILITY LINES.
PAGE 542.
SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT.
3.
NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOOD
15. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY
PLAIN, AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT
EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT
AGENCY ON THE COMMUNITY PANEL No. 48041 CO250E EFFECTIVE
ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG
DATE, 05/16/2012 AND 48041 CO22OF EFFECTIVE DATE,
THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW
04/02/2014.
EXISTING DRAINAGE WAYS.
4.
TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED IN
16. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE
2005.
ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY
ENGINEER.
5.
CURVE LENGTHS SHOWN ARE CHORD LENGTHS.
17. BUILDING SETBACK ARE 25' ADJACENT �TO ROANS :CHAPEL ,ROAD - - - -.-.
6.
THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO
AND 50' ALONG SH 30. ADDITIONAL BUILDING SETBACKS MAY BE
THE RURAL STREET STANDARDS PER BRAZOS COUNTY
REQUIRED BY DEED RESTRICTIONS.
REQUIREMENTS WITH THE ADDITIONAL REQUIREMENT THAT THE
PAVEMENT SURFACE BE 2" OF HOT MIX ASPHALTIC CONCRETE TO
18. THE LAND USE IS COMMERCIAL.
MEET CITY OF COLLEGE STATION REQUIREMENTS,
19. THIS SUBDIVISION IS WITHIN THE EXTRATERRITORIAL JURISDICTION
7.
LOTS ARE TO BE SEWERED BY INDIVIDUAL ON—SITE SEWAGE
(ETJ) OF THE CITY OF COLLEGE STATION.
FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY &
STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE
20. THE FOLLOW EASEMENTS APPLY TO THIS TRACT:
AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE
BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES
A. R.O.W. EASEMENT RECORDED IN VOL. 1075, PAGE 801 AS
COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE
SHOWN.
COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE
PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE.
B. BLANKET EASEMENT GRANTED TO FERGUSON BURLESON COUNTY
ON—SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT
GAS GATHERING SYSTEM — RECORDED IN VOL. 1723, PAGE
ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF
109.
A PRIVATE OR PUBLIC WELL, RESPECTIVELY.
22. NO ACCESS WILL BE ALLOWED TO STATE HIGHWAY 30 FROM LOT 6.
8.
OSSFRETE SYSTEM &SPRAY FIELDS SHALL NOT BE LOCATED WITHIN
DETENTION AREAS.
23. EVERY LOT SHALL PROVIDE STORM WATER DETENTION ON SITE OR
BE INCLUDED IN A STORMWATER DETENTION FACILITY FOR MULTIPLE
9.
THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WICKSON
LOTS. THE LOCATION OF THE DETENTION AREAS SHOWN ON THIS
CREEK SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE
PLAN ARE APPROXIMATE ONLY AND THE ACTUAL LOCATION AND
DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION
SIZE WILL BE DETERMINED BY THE STORM WATER DETENTION
SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL
FACILITY DESIGN TO BE PROVIDED BY THE LOT OWNERS ENGINEER.
PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE
STORM WATER DETENTION DESIGN SHALL BE SUBMITTED TO THE
PROTECTION REQUIREMENTS.
BRAZOS COUNTY ENGINEER FOR REVIEW.
10.
A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED
24' DRIVEWAYS FOR EACH LOT ARE REQUIRED TO HAVE A PERMIT FROM
PER CITY STANDARDS.
THE BRAZOS COUNTY ROAD AND BRIDGE DEPARTMENT. ALL
DRIVEWAY CONSTRUCTION TO BE IN ACCORDANCE WITH THEIR
11.
ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY
REQUIREMENTS.
RIGHTS—OF—WAY, RIGHTS—OF—WAY DEDICATION AREAS AND PUBLIC
UTILITY EASEMENTS.
LEGEND
PROPERTY BOUNDARY
ADJACENT LOT BOUNDARY
W-12 W-12 EXISTING 12" WATER LINE
- i — W-6 — a T W_6 EXISTING 6" WATER LINE
— — - ELECTRICAL EASEMENT
_ — — — PUBLIC UTILITY EASEMENT
-------310------- EXISTING CONTOUR
'— — LOT LINE
W-12 W-12 PROPOSED 12" WATER LINE
w -a W-8 PROPOSED 8" WATER LINE
R.O.W. DEDICATION AREA
PROPOSED
HYDRANT
METES AND BOUNDS DESCRIPTION
8.407 ACRES
Being a tract of land containing 8.407 acres, in the Maria Kegans Survey, A-28 and
being the remainder of a called 9.0 acre tract as recorded in Vol. 120, Page 300, and
being the same tract of land as recorded in Vol. 319, Page 542, of the Brazos County
Deed Records(B.C.D.R.) All bearings of this survey are referenced to the Texas State
Plane Coordinate System, Central Zone, NAD83(2011) Epoch 2010, and boundary
based on found iron rods as surveyed on the ground on April 10th of 2014. This
description is also referred to the plat prepared by ATM Surveying, Project No.
2014-0489, and ibeing more particularly described as follows:
0 BEGINNING at a 1/2" iron rod with red plastic cap marked "SM KLING - RPLS
2003" found for the west corner of this tract, also being a point on the northeast line of
the Kenneth A. & Barbara Dooley 3.05 acre tract, as recorded in Vol. 466, Page 64, of
the B.C.D.R., also being the south corner of the Dana Karin Rosberg Copus called 15.78
acre tract, as recorded in Vol. 7267, Page 226, of the B.C.O.R.
THENCE North 42°23'57" East, a distance of 951.88 feet along the common line
between this tract and said Copus tract to a 1/2" iron rod with red plastic cap marked
"SM KLING - RPLS 2003" found for the north corner of this tract, also being the east
corner of said Copus tract, also being a point on the southwest line of State Highway
30(R.O.W. varies);
THENCE alongthe common line between this tract and said State Highway 30 around
a curve to the ri 'ht having a delta angle of 08°10'04", an arc distance of 394.85 feet, a
radius of 2769.7 'feet, and a chord of South 42°54'34" East, a distance of 394.52 feet to
a 1/2 iron rod with a maroon plastic cap marked "RPLS 6132 - ATM SURV" set for
the east corner of this tract, at the intersection -of said State -Highway 30, --and the
northwest line o Roans Chapel Road(60' R.O.W.)(approximate 60' R.O.W.);
THENCE Sou 42°35'33" West, a distance of 908.60 feet along the common line
between this trac and said Roans Chapel Road to a 1/2" iron rod found for the south
corner of this tract, also being the east comer of the Melinda Pittman called 2.536 acre
tract, called Lot ,B. Block 2, of the Rainbow Acres, as recorded in Vol. 3877, Page 110,
of the Brazos Co Jnty Official Records;
THENCE North;49°13'05" West, a distance of 390.29 feet along the common line
between this tract and said Pittman and said Dooley tracts to the PLACE OF
BEGINNING containing 8.407 acres.
VICINITY MAP
m m
110=01
OANS CHAPEL ROAD
I
NOT FOR RECORD-
PRELIMINARY
PLAN
ROANS CHAPEL
COMMERCIAL SUBDIVISION
Block 1, Lots 1- 6; 8.123 ACRES
0.284 ACRES R.O.W. DEDICATION
MARIA KEGANS LEAGUE SURVEY, A-28
BRYAN, BRAZOS COUNTY, TEXAS
OWNEWR/DEVELOPER:
KWK Ventures, LP
12633 SH 30
College Station, Texas 77845
JDMD D 'velopment, LLC
3006 Hickory Ridge
Bryan, Texas 77807
SURVEYOR:
ATM Sur�I eying
P.O. Bo)l 10313
College Station, TX 77840
PHONE: 1979)209-9291
EMAIL: A8am@ATMsurveying.com
SCALE: 1" = 50'
SEPTEMBER 2014
ENGINEER:
Schultz Engineering, LLC
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77845
P.O. Box 11995
College Station, Texas 77842
(979) 764-3900
—ZL4S
1`s
KENNETH A. & BARBARA
DOOLEY
3.05 ACRES
VOL. 466, PAGE 64
\\ 20' PUE-
\\
349 13' WE -\4.81'-Al�
------------
150.05'
I
-4
ct
i6 PUE
MELINDA PITTMAN
o CITY bF COLLEGE STATION
2.536 ACRES
LOT 7B, BLOCK 2
RAINBOW ACRES
70 R.O.W. - 23 PAVEMENT R.O.W. DEDICATION SETBACK
VOL. 3877, PAGE 110
"
12 WATER LINE I
\\ 20' PUE-
\\
349 13' WE -\4.81'-Al�
------------
150.05'
-4
ct
i6 PUE
\
o CITY bF COLLEGE STATION
70 R.O.W. - 23 PAVEMENT R.O.W. DEDICATION SETBACK
MONUMENT 244
BEARS: N4W56;16`W - 10.05' \
"
12 WATER LINE I
--
1\
//
�1_312— — -
-----------------------------
------------__
-------
-----------------------------
— — — — — — — — — — — — — — — — — — — — — — — — -- — —
'
20' PUE
I
I
\
\
DETENTION
AREA
I
JERRY W & DAWN G MERKER 313-
___.
JAMES_ T STUCKY
__ _ _ _
,
y
_. _,x0:849 ACRES
/
�-
UJI
& PHYLLIS LYNN
2.362ACRES
UNKNOWN OWNER
WILLIAM J JR & VICKY L
KOTRLA I
JAMES D YOUNG
2.379
\
'00
oI
I LOT 1
\
o
�I
132 ACRES
\
00
•-
DAWNS
MEADOWS
LOT 6
DAWNS MEADOWS
`\�
DAWN'S MEADOWS
0.340ATRES
/ ` } III l
/
/ l I l } /Z
/ / /
U31
VOL. 10361, PAGE 025
VOL. 6437, PAGE 216
VOL. 11082, PAGE 151
DAWNS MEADOWS
}III
r
278
/
VOL. 11192, PAGE 044
/ / \
I
►
1
8" WATER LINE I
DETENTION
AREA
305-, I 1 \ \
EO I
10
\ DANA KARIN ROSBERG COPUS
20' PUE-\ 15.78 ACRES 30' PRIVATE
VOL. 7267, PAGE 226 DRAINAGE I /cc
\\ EASEMENT' // 20 PUE // // /y� /�09/ %
\ 145.05' 23' S7'W - 95188' , / / / / / / / I I I ' i roi I I }\ \
145.05' I
\ 145.05' \ / 145.05' / / / 221.64' AI J I I \
1k' / � / L �' � / / / / / ' /T l -f / / III I 1 \\
"M I /�'�ry I / / / / j I / / 30' PRIVATE I I \
I / � I
DRAINAGE I \ 50 25 0
yw /EASEMENT , I \ SC IN FEET
20 PUE / ` / 20 PUE
I A
I I
°' it{11111 1 / I \ 1
I ( / BLOCK 1
II
' W I wl DETENTION
\ I I I / w
in� � / / w / 1 I AREA/
\ !^� o I is o` / o l / �^ o / / _ // / I 20'
P1U
00 I E
LOT 2 P�,LOT 4 iOGpa�
0o LOT 5 LOT 6127 ACRES 12C� / I
I
^'
a, 126 AGES `� a, 1.25 ACRES n a,
cin I �I /
/ / (nI \ \ (nl
VARIABLE WIDTHELECTR
EASEMENT
N
\ \ �\ 1075/801
\ \ I► Q I It MLU
---JL `rQ� / III I1 I1I I'
`II
5020' PUE
�
n>
LU
¢ A BUILDING
SETBACK
20 PUE 1/111111
-1 ---------f / I I / \ \ \_ _
3
i I ( ' � .. f � \ 307/
2" WATER LINE`\
--- -j- ---- — — --- — I-- ---�-- \` — ��-� jL
_ J ROP.OSED FIRE HYDRANT_ _ L \ \ PROPOSED FIRE HYDRANT- �_�
-8 15Q W-8 w- w -a 45.0--- s w -12-W-12 -12 w-t45.o�---w-1L - w 12 ,45.00-12 w- 2 w 12- 82.22
w-12
'1111144411" /
--�_25 — --------------- N42"WWE-x.60'----------- ----- U \ l� % / / / W-1 \ �
BUILDING - - - - - - -
-__-------SETBACK ---------------------- ---- -------------- --- -----
o
METES AND BOUNDS DESCRIPTION
8.407 ACRES
Being a tract ofland containing 8.407 acres, in the Maria Ke ans Survey, A-28 and
g Y�
being the remainder of a called 9.0 acre tract as recorded in Vol. 120, Page 300, and
being the same tract of land as recorded in Vol. 319, Page 542, of the Brazos County
Deed Records(B.C.D.R.) All bearings of this survey are referenced to the Texas State
Plane Coordinate System, Central Zone, NAD83(2011) Epoch 2010, and boundary
based on foundiron rods as surveyed on the ground on April 10th of 2014. This
description is also referred to the plat prepared by ATM Surveying, Project No.
2014-0489, and being more particularly described as follows:
50 BEGINNING a 1/2" iron rod with red plastic cap marked "SM KLING - RPLS
2003" found fo ithe west corner of this tract, also being a point on the northeast line of
the Kenneth A. & Barbara Dooley 3.05 acre tract, as recorded in Vol. 466, Page 64, of
the B.C.D.R., also being the south corner of the Dana Karin Rosberg Copus called 15.78
acre tract, as recorded in Vol. 7267, Page 226, of the B.C.O.R.
THENCE North 42°23'57" East, a distance of 951.88 feet along the common line
between this tract and said Copus tract to a 1/2" iron rod with red plastic cap marked
"SM KLING -RPLS 2003" found for the north corner of this tract, also being the east
corner of said Copus tract, also being a point on the southwest line of State Highway
30(R.O.W. varies);
THENCE along the common line between this tract and said State Highway 30 around
a curve to the right having a delta angle of 08°10'04", an arc distance of 394.85 feet, a
radius of 2769.79 feet, and a chord of South 42°54'34" East, a distance of 394.52 feet to
a 1/2" iron rod with a maroon plastic cap marked "RPLS 6132 - ATM SURV" set for
the east corner of this tract, at the intersection of said State Highway 30, and the
northwest line of Roans Chapel Road(60' R.O.W.)(approximate 60' R.O.W.);
THENCE South 42035'33" West, a distance of 908.60 feet along the common line
between this tract and said Roans Chapel Road to a 1/2" iron rod found for the south
corner of this tract, also being the east corner of the Melinda Pittman called 2.536 acre
tract, called Lot 7B, Block 2, of the Rainbow Acres, as recorded in Vol. 3877, Page 110,
of the Brazos CRunty Official Records;
THENCE North 49°13'05" West, a distance of 390.29 feet along the common line
between this tract and said Pittman and said Dooley tracts to the PLACE OF
BEGINNING containing 8.407 acres.
:ROANS CHAPEL ROAD
ROANS CHAPEL
COMMERCIAL SUBDIVISION
, Block 1, lots 1- 6; 8.123 ACRES
0.284 ACRES R.O.W. DEDICATION
MARIA KEGANS LEAGUE SURVEY, A-28
BRYAN, BRAZOS COUNTY, TEXAS
OWNIER/DEVELOPER:
KWK Ventures, LP
126331; SH 30
College Station, Texas 77845
JDMD (Development, LLC
3006 Hickory Ridge
Bryan, ITexas 77807
SURVEYOR:
ATM Surveying
P.O. Box 10313
College Station, TX 77840
PHONE: (979)209-9291
EMAIL: AdamOATMsurveying.com
SCALE: 1" = 50'
OCTOBER 2014
ENGINEER:
Schultz Engineering, LLC
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77845
P.O. Box 11995
College Station, Texas 77842
(979) 764-3900
1 -7 -LIS
>)211114
:40
-4
ct
i6 PUE
ROANS CHAPEL ROAD 0.284 ACRES "�
16 PUE 25 BUILDING
o CITY bF COLLEGE STATION
70 R.O.W. - 23 PAVEMENT R.O.W. DEDICATION SETBACK
MONUMENT 244
BEARS: N4W56;16`W - 10.05' \
"
12 WATER LINE I
--
1\
//
�1_312— — -
-----------------------------
------------__
-------
-----------------------------
— — — — — — — — — — — — — — — — — — — — — — — — -- — —
Aj
JERRY W & DAWN G MERKER 313-
___.
JAMES_ T STUCKY
__ _ _ _
,
y
_. _,x0:849 ACRES
/
�-
& PHYLLIS LYNN
2.362ACRES
UNKNOWN OWNER
WILLIAM J JR & VICKY L
KOTRLA I
JAMES D YOUNG
2.379
BRAZOS COUNTY EMERGENCY
LOT 3
DAWN'S MEADOWS \ - ^ `' / I
LOT 7
2.372 ACRES
2.378 ACRES
ACRES
LOT 4
SERVICES DISTRICT #3
_
VOL. 3832, PAGE 123 -314-
DAWNS
MEADOWS
LOT 6
DAWNS MEADOWS
LOT 5
DAWN'S MEADOWS
DAWN'S MEADOWS
0.340ATRES
/ ` } III l
/
/ l I l } /Z
/ / /
VOL. 4154, PAGE
VOL. 10361, PAGE 025
VOL. 6437, PAGE 216
VOL. 11082, PAGE 151
DAWNS MEADOWS
}III
/ \
278
/
VOL. 11192, PAGE 044
/ / \
DL AKIN PROPERTIES, LLC.
2.124 ACRES
LOT2
I
I WS ^
VOL 0804, PAGE 242 /
Curve Table
/
NOTES:
13. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE
1. THE CURRENT OWNERS OF THE ROANS CHAPEL COMMERCIAL
PROVIDED AS REQUIRED BY BTU.
C1
372.19'
2769.79'
007'41'57"
186.38'
371.91'
N43'08'38"W
SUBDIVISION ARE KWK VENTURES, LP, 12633 SH 30, COLLEGE
STATION, TEXAS, 77845; PHILLIP DAVID BAIRRINGTON, 3006 HICKORY
RIDGE, BRYAN, TEXAS, 77807.
14. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY
C2
22.66'
2769.79'
00028'07"
11.33'
22.66'
N39'03'36"W
WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES.
2. THE BEARINGS OF THIS SURVEY ARE BASED ON THE TEXAS STATE
SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT.
PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD83(2011) EPOCH
2010, AND BOUNDARY REFERENCED TO RODS FOUND ON THE
15. ALL INTERIOR LOT LINES SHALL HAVE A 20' PUBLIC UTILITY
GROUND REFERRED TO THE PREVIOUS DEED RECORDED VOL. 319,
EASEMENT CENTERED ON THE LOT LINE. ALL REAR LOT LINES THAT
PAGE 542.
ADJOIN ANOTHER LOT WILL HAVE A 10' UTILITY EASEMENT ALONG
THE COMMON LOT LINE, EXCEPT WHERE REAR LOT LINES FOLLOW
3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOOD PLAIN,
EXISTING DRAINAGE WAYS.
AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY
ON THE COMMUNITY PANEL No. 48041CO250E EFFECTIVE DATE,
16. ALL UTILITY LINES PLACED UNDER THE STREET PAVEMENT WILL BE
05/16/2012 AND 48041 CO22OF EFFECTIVE DATE, 04/02/2014.
ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY
ENGINEER.
4. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED IN
2005.
17. BUILDING SETBACK ARE 25' ADJACENT TO ROANS CHAPEL ROAD
LEGEND
AND 50' ALONG SH 30. ADDITIONAL BUILDING SETBACKS MAY BE
5. CURVE LENGTHS SHOWN ARE CHORD LENGTHS.
REQUIRED BY DEED RESTRICTIONS.
6. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO
18. THE LAND USE IS COMMERCIAL.
PROPERTY BOUNDARY
THE RURAL STREET STANDARDS PER BRAZOS COUNTY
REQUIREMENTS WITH THE ADDITIONAL REQUIREMENT THAT THE
19. THIS SUBDIVISION IS WITHIN THE EXTRATERRITORIAL JURISDICTION
PAVEMENT SURFACE BE 2" OF HOT MIX ASPHALTIC CONCRETE TO
(ETJ ) OF THE CITY OF COLLEGE STATION.
ADJACENT LOT BOUNDARY
MEET CITY OF COLLEGE STATION REQUIREMENTS.
20. THE FOLLOW EASEMENTS APPLY TO THIS TRACT:
W-12
W-12 EXISTING
7. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON-SITE SEWAGE
12" WATER LINE
FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY &
A. R.O.W. EASEMENT RECORDED IN VOL. 1075, PAGE 801 AS
STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE
SHOWN.
W -g
W -g EXISTING 6" WATER LINE
AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE
BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES
B, BLANKET EASEMENT GRANTED TO FERGUSON BURLESON COUNTY
- - - - -- -'- - -
- - - - - ELECTRICAL EASEMENT
COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE
GAS GATHERING SYSTEM - RECORDED IN VOL. 1723, PAGE 109.
COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE
PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE.
22. NO ACCESS WILL BE ALLOWED TO STATE HIGHWAY 30 FROM LOT 6.
PUBLIC UTILITY EASEMENT
ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH
LOT 6 SHALL NOT ACCESS ROANS CHAPEL ROAD WITHIN 160' OF
THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE
THE STATE HIGHWAY 6 INTERSECTION.
PRIVATE DRAINAGE EASEMENT
OR PUBLIC WELL, RESPECTIVELY.
23. EVERY LOT SHALL PROVIDE STORM WATER DETENTION ON SITE OR
8. OSSF SYSTEM &SPRAY FIELDS SHALL NOT BE LOCATED WITHIN
BE INCLUDED IN A STORMWATER DETENTION FACILITY FOR MULTIPLE
- - - - - - - 310 - -
- - - - - EXISTING CONTOUR
RETE
DETENTION AREAS.
LOTS. THE LOCATION OF THE DETENTION AREAS SHOWN ON THIS
PLAN ARE APPROXIMATE ONLY AND THE ACTUAL LOCATION AND SIZE
9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WICKSON
WILL BE DETERMINED BY THE STORM WATER DETENTION FACILITY
— —
LOT LINE
CREEK SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE
DESIGN TO BE PROVIDED BY THE LOT OWNERS ENGINEER. STORM
DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION
WATER DETENTION DESIGN SHALL BE SUBMITTED TO THE BRAZOS
W-12
W-12 PROPOSED 12" WATER LINE
SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL PROVIDE
COUNTY ENGINEER FOR REVIEW.
THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION
REQUIREMENTS.
24. PRIVATE DRAINAGE EASEMENTS AND DETENTION AREAS WILL BE
W_8
W_8 PROPOSED 8" WATER LINE
MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION (POA) OR
10. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED
INDIVIDUAL LOT OWNERS.
PER CIN STANDARDS.
25. DRIVEWAYS FOR EACH LOT ARE REQUIRED TO HAVE A PERMIT FROM
ZZ
R.O.W. DEDICATION AREA
11, ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY
THE BRAZOS COUNTY ROAD AND BRIDGE DEPARTMENT. ALL
RIGHTS-OF-WAY, RIGHTS-OF-WAY DEDICATION AREAS AND PUBLIC
DRIVEWAY CONSTRUCTION TO BE IN ACCORDANCE WITH THEIR
UTILITY EASEMENTS.
REQUIREMENTS.
PROPOSED FIRE HYDRANT
12. ELECTRICAL, PHONE AND CABLE SERVICE FOR THIS SUBDIVISION
WILL BE LOCATED ALONG THE FRONT OF THE LOTS IN THE 16'
PUBLIC UTILITY EASEMENT.
METES AND BOUNDS DESCRIPTION
8.407 ACRES
Being a tract ofland containing 8.407 acres, in the Maria Ke ans Survey, A-28 and
g Y�
being the remainder of a called 9.0 acre tract as recorded in Vol. 120, Page 300, and
being the same tract of land as recorded in Vol. 319, Page 542, of the Brazos County
Deed Records(B.C.D.R.) All bearings of this survey are referenced to the Texas State
Plane Coordinate System, Central Zone, NAD83(2011) Epoch 2010, and boundary
based on foundiron rods as surveyed on the ground on April 10th of 2014. This
description is also referred to the plat prepared by ATM Surveying, Project No.
2014-0489, and being more particularly described as follows:
50 BEGINNING a 1/2" iron rod with red plastic cap marked "SM KLING - RPLS
2003" found fo ithe west corner of this tract, also being a point on the northeast line of
the Kenneth A. & Barbara Dooley 3.05 acre tract, as recorded in Vol. 466, Page 64, of
the B.C.D.R., also being the south corner of the Dana Karin Rosberg Copus called 15.78
acre tract, as recorded in Vol. 7267, Page 226, of the B.C.O.R.
THENCE North 42°23'57" East, a distance of 951.88 feet along the common line
between this tract and said Copus tract to a 1/2" iron rod with red plastic cap marked
"SM KLING -RPLS 2003" found for the north corner of this tract, also being the east
corner of said Copus tract, also being a point on the southwest line of State Highway
30(R.O.W. varies);
THENCE along the common line between this tract and said State Highway 30 around
a curve to the right having a delta angle of 08°10'04", an arc distance of 394.85 feet, a
radius of 2769.79 feet, and a chord of South 42°54'34" East, a distance of 394.52 feet to
a 1/2" iron rod with a maroon plastic cap marked "RPLS 6132 - ATM SURV" set for
the east corner of this tract, at the intersection of said State Highway 30, and the
northwest line of Roans Chapel Road(60' R.O.W.)(approximate 60' R.O.W.);
THENCE South 42035'33" West, a distance of 908.60 feet along the common line
between this tract and said Roans Chapel Road to a 1/2" iron rod found for the south
corner of this tract, also being the east corner of the Melinda Pittman called 2.536 acre
tract, called Lot 7B, Block 2, of the Rainbow Acres, as recorded in Vol. 3877, Page 110,
of the Brazos CRunty Official Records;
THENCE North 49°13'05" West, a distance of 390.29 feet along the common line
between this tract and said Pittman and said Dooley tracts to the PLACE OF
BEGINNING containing 8.407 acres.
:ROANS CHAPEL ROAD
ROANS CHAPEL
COMMERCIAL SUBDIVISION
, Block 1, lots 1- 6; 8.123 ACRES
0.284 ACRES R.O.W. DEDICATION
MARIA KEGANS LEAGUE SURVEY, A-28
BRYAN, BRAZOS COUNTY, TEXAS
OWNIER/DEVELOPER:
KWK Ventures, LP
126331; SH 30
College Station, Texas 77845
JDMD (Development, LLC
3006 Hickory Ridge
Bryan, ITexas 77807
SURVEYOR:
ATM Surveying
P.O. Box 10313
College Station, TX 77840
PHONE: (979)209-9291
EMAIL: AdamOATMsurveying.com
SCALE: 1" = 50'
OCTOBER 2014
ENGINEER:
Schultz Engineering, LLC
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77845
P.O. Box 11995
College Station, Texas 77842
(979) 764-3900
1 -7 -LIS
>)211114
:40