HomeMy WebLinkAboutDrawingsDORADO
DEVELOPMENT
U.C.
AINDER OF
2.66
OP AC. TRACT
9656/213
— -
/ ----- -----
7 ------/--_--- - -- - — — — — — — — — — — -
10' P.U.E.
BLOCK 37
W P.U.E.
9 I 8/ 7 6 4 3 2
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51 P.U'E.
20' P.(TYP.)
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REM. 1 1.322 ACRE
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ErHIBIT 8
, 27/29 V WATERLNE 1-
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(12411
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THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
Schultz Engineering, LLU"" JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Longmire, Suite A NO. 65889 ON MARCH 17, 2015.
College Station, Texas 77845
ISSUED FOR REVIEW
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR JPS RCF JPS 13-302 FEBRUARY 2015
\BLOCK 25
ROCK RIPR#,P
_SILT FENCE
co
20
19
a)
>
BLOCK 14
&'WWERLM E= NO S-14
CCD`
P.U.E. G
Hailes Lane
.27' B -B PVMT, 50' Row-�?-q
N
WAS
EXISM
CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ,THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.
NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344-8377
ATMOS ENERGY. (979) 774-2506
SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VERIZON: (979) 821-4770
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT
SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS
NECESSARY.
3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES.
INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTEREVERY RAINFALL EVENT OF 1/2- OR MORE. THE CONTRACTOR SHALL
REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION
SITES.
5. PERMANENT VEGETATION WILL BE ESTABUSHED ON THE DISTURBED AREAS AFTER, CONSTRUCTION IS COMPLETE BY
HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS
AND DETAILS FOR WATER, SEWER, STREETS AND DRAINAGE. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY
ENGINEER'S OFFICE.
7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS.
8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED Aid
EXISTING INLETS ADJACENT TO THE PROJECT SITE.
10. THE CONTRACTOR SHALL REMOVE THE EXISTING TOPSOIL AND STOCKPILE FOR REUSE FROM ALL AREAS OF CONSTRUCTION. THIS
INCLUDES THE PROPOSED LOT AREAS WHICH WILL RECE I FILL MATERIAL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONCE
TOPSOIL HAS BEEN REMOVED FROM AN AREA FOR THE EN PROVE THE CONTRACTOR TO BEGIN EXCAVATION OR FILL
PLACEMENT.
11. TOPSOIL REPLACEMENT IS REQUIRED TO A MINIMUM DEPTH OF 3" IN ALL RIGHT OF WAY AND EASEMENT AREAS. CONTRACTOR
WILL UITILIZE EXISTING TOPSOIL FROM THE SITE, NO IMPORT OF TOPSOIL IS REQUIRED.
Kinjicrslv Lajie_\�
27' B-8 PV IV T, 50' ROW
00
'rte I
10
H=A IL ---
'24
F
— -- If; I 1 2 ()
BLOCTI 23
9
BLOCK
19
PATE 11
rON
103
CASTLEGATE 11 SUBDIVISION
SECTION 106
COLLEGE STATION, TEXAS
2*X4* WIRE MESH (OPTIONAL)--' �-smww CONTROL FABRIC
FASTENED 70 T -POST OR FASTENED SECURELY TO
WOODEN STAKE T -POST OR WOODEN STAKE
WITH OPTIONAL WIRE MESH
METAL T -POST OR WOODEN -/e Ir OF FILTER FABRIC M
STAKE AS REQUIRED TO MAINTAIN. EXTEND INTO A TRENCH
SPACED W APART AND BE ANCHORED WITH
COMPACTED BACKFILL
NATURAL GROUND -\ Dlmow OF
FLOW
2.V.M SM
AT
4OX4* MIN. TRENCH- 4" 1,- OF SLOPE FOR SMIN
20. TO ACCUMULATE- AUG
FENCE ALONG SLOPE
CONTOURS.
SILT FENCE ASSEMBLY DETAIL
N.T.S.
40 20 0 40
SCALE IN FEET
VICINITY MAP
Ir MIN. DEPTH STONE VARIES*
(ASTM D448. 3- TO
5* DLAMEFER) OVER .10 100 IN
GEOTEXTILE FABRIC
WITH SAME SQUARE
FOOTAGE A Xv
EXISTING STREET
NOTE:
DRESS WITH ADDITIONAL STO
6* MIN. AS NEEDED. STONE IS 70 9
MAINTAINED SO AS 70 PREVI
FROM TRACKING MUD ONTO
ADJACENT PUBUC MEETS.
GEOTEXTILE
FABRIC • MINIMUM 12' SHALL BE
FULL WIDTH OF SITE
\-SUBGRADE ENTRANCE
SECTION A -A
CONSTRUCTION EXIT SILT CONTROL DETAIL
N.T.S.
GRAVEL RAG -\ I GRAVEL
NOTL
TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION
ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV
RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF
DETERIORATION. GRAVEL BAGS S L HALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET.
I
GRAVEL BAGS TO BE FILLED WITH CLEAN 314" OR LESS GRAVEL.
OVERALL LAYOUT & EDOSI'IO
N
CONTROL PLAN
SCALE
VERTICAL N/A
HORIZONTAL I 11=4'
PLOTTING SCALE: 1:1
FILE NAME: 13-302
SHEET
1'/
10
BLOCK
-SILT FENCE
f410
°`'
!CASILEGATE 11
LEGEND
SUBDIVISION
SEC71ON 105
PROPERTY BOUNDARY
RIGHT OF WAY
L
EXISTING CONTOUR
LOT UNE
EXISTING EASEMENT
- - - - - - - -
- -
- - PROPOSED EASEMENT
ST ST
ST
STORM PIPE
JUNCTION BOX
I
STORM INLETS
I M SILT FENCE
tiitttitiitil
0
PROPOSED SANITARY MANHOLE
SANITARY MANHOLE
0
S-8
EXISTING
PROPOSED SANITARY SEWER UNE, SIZE NOTED
S-8
EXISTING SANITARY SEWER LINE, SIZE NOTED
20
19
PROPOSED CURB AND_GUTTER
EXISTING SIDEWALK
PROPOSED SIDEWALK
t
W-12
PROPOSED WATERLINE, SUE NOTED
BLOCK
2y
EXISTING WATERUNE, SIZE NOTED
Ir' SEWENJE B0151
ING 8-12
1*01
FIRE HYDRANT
GATE VALVE
CONSTRUCTION EXIT
S-8
i.
INLET PROTECTION
Kinjicrslv Lajie_\�
27' B-8 PV IV T, 50' ROW
00
'rte I
10
H=A IL ---
'24
F
— -- If; I 1 2 ()
BLOCTI 23
9
BLOCK
19
PATE 11
rON
103
CASTLEGATE 11 SUBDIVISION
SECTION 106
COLLEGE STATION, TEXAS
2*X4* WIRE MESH (OPTIONAL)--' �-smww CONTROL FABRIC
FASTENED 70 T -POST OR FASTENED SECURELY TO
WOODEN STAKE T -POST OR WOODEN STAKE
WITH OPTIONAL WIRE MESH
METAL T -POST OR WOODEN -/e Ir OF FILTER FABRIC M
STAKE AS REQUIRED TO MAINTAIN. EXTEND INTO A TRENCH
SPACED W APART AND BE ANCHORED WITH
COMPACTED BACKFILL
NATURAL GROUND -\ Dlmow OF
FLOW
2.V.M SM
AT
4OX4* MIN. TRENCH- 4" 1,- OF SLOPE FOR SMIN
20. TO ACCUMULATE- AUG
FENCE ALONG SLOPE
CONTOURS.
SILT FENCE ASSEMBLY DETAIL
N.T.S.
40 20 0 40
SCALE IN FEET
VICINITY MAP
Ir MIN. DEPTH STONE VARIES*
(ASTM D448. 3- TO
5* DLAMEFER) OVER .10 100 IN
GEOTEXTILE FABRIC
WITH SAME SQUARE
FOOTAGE A Xv
EXISTING STREET
NOTE:
DRESS WITH ADDITIONAL STO
6* MIN. AS NEEDED. STONE IS 70 9
MAINTAINED SO AS 70 PREVI
FROM TRACKING MUD ONTO
ADJACENT PUBUC MEETS.
GEOTEXTILE
FABRIC • MINIMUM 12' SHALL BE
FULL WIDTH OF SITE
\-SUBGRADE ENTRANCE
SECTION A -A
CONSTRUCTION EXIT SILT CONTROL DETAIL
N.T.S.
GRAVEL RAG -\ I GRAVEL
NOTL
TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION
ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV
RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF
DETERIORATION. GRAVEL BAGS S L HALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET.
I
GRAVEL BAGS TO BE FILLED WITH CLEAN 314" OR LESS GRAVEL.
OVERALL LAYOUT & EDOSI'IO
N
CONTROL PLAN
SCALE
VERTICAL N/A
HORIZONTAL I 11=4'
PLOTTING SCALE: 1:1
FILE NAME: 13-302
SHEET
1'/
10
DOS DORADO
DEVELOPMENT LLC.
REMAINDER OF
202.66 AC. TRACT
9656/213
110.53' 82.25' 52.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 62.41'
M r------------ �,'--------o ------ ------ ------ --- ------ -L
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Hailes Lane
1 J
27' B -B PVMT, 50' ROW 27' B -B PVMT, 50' ROW
W`
12
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MCDOUGAL BLOCK. 37 O / `. .01
REM. 101.322 ACRE 1 b` / i� i� i+� to 1 U I
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I SUBDIVISION
EXHIBIT B4027/29 b I OOi // .' bo b op 5o ( SECTION 105
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N r - - 110.52'- - - - - - - 82.25' - - - - - 52.00' - -55.00' 55.00' 55.00' 55.00' 55.00' 55.00' - - 62.43' -
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fN41'_56' 44"E Kinnersley Court Kinnersley Lane
110.00' 27' B -B PVMT, 50' ROW
27' B -B PVMT, 50' ROW
-------�
20' P.U.E.
�
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S4T ' 44'W -637.22
,D' P.U.E. BLOCh
CASTLEGATE If
I (12411/12 > 35 I � I SUBDIVISION
SECTION103
12062/98
I` \ 9 ti I
5 cAs GATE 11 4 3 1 ( i
10 I I I I SUBDI SION 20
I SECTI N 104 I I 1
6
8 7
1241 2
25
/ 1 I MONUMENT /137
I I I ( I CITY Of COLLEGE ST TION
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I, Wallace Phillips IV, Manager of 3-D Development, owner and developer of the land
shown on this plat, and designated herein as the Castiegate 11 Subdivision, Section
106, to 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, greenways,
infrastructure, easements and public places thereon shown for the purpose and
consideration therein expressed. All such dedications shall be in fee simple unless
expressly provided otherwise.
Wallace Phillips IV, Manager
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Wallace Phillips
IV, 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 , 20_
Notary Public, Brazos County, Texas
CERTIFICATE OF THE SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
1, Brad Kerr, Registered Professional Land Surveyor No. 4502, 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 monuments were placed
under my supervision on the ground.
R.P.L.S. No. 4502
METES AND BOUNDS DESCRIPTION
OF A
8.447 ACRE TRACT
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COLI NTY, TEXAS
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND 13ETNG SITUATED IN THE ROBERT STEVENSON LEAGUE, ABSTRACT NO. 54, COLLEGE STATION, BRAZOS
COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 202.655 ACRE TRACT AS DESCRIBED BY A DEED TO DOS DORADO DEVELOPMENT, LLC RECORDED IN VOLUME 9656, PAGE 213
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS,
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A '/2 INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF A CALLED 18.80 ACRE TRACT DESCRIBED AS TRACT 7 BY A DEED TO CHESTER BROWN RECORDED IN VOLUME 3413, PAGE 228 OF THE
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE WEST CORNER OF SAID REMAINDER OF 202.66 ACRE TRACT AND THE NORTH CORNER OF THE REMAINDER OF A CALLED 101.322 ACRE
TRACT DESCRIBED AS EXHIBIT "B" BY A DEED TO ESTER JANE GRANT McDOUGAL RECORDED IN VOLUME 4027, PAGE 29 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2
INCH IRON ROD FOUND MARKING THE ORIGINAL NORTH CORNER OF SAID 202.66 ACRE TRACT BEARS: N 411 56' 44" E FOR A DISTANCE OF 2106.35 FEET;
THENCE: S 48'03'24" E ALONG THE COMMON LINE OF SAID REMAINDER OF 202.655 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE TRACT FOR A DISTANCE OF 291.10 FEET TO THE POINT
OF THIS HEREIN DESCRIBED TRACT; OF BEGINNING
THENCE: THROUGH SAID 202.655 ACRE TRACT FOR THE FOLLOWING CALLS:
N 410 56'44" E FOR A DISTANCE OF 637.19 FEET TO A FUTURE SOUTHWEST LINE OF ETON13URY AVENUE;
S 480 03'3 1" E ALONG SAID FUTURE RIGHT-OF-WAY OF ETONBURY AVENUE FOR A DISTANCE OF 95.55 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00' 16" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 03° 03'23" E - 35.36 FEET) TO THE END OF SAID CURVE;
S 480 03'47" E ACROSS THE EXTENSION OF THE RIGHT-OF-WAY OF HAILES LANE (50' R.O.W.) FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 890 59'44" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 860 56'37" E - 35.35 FEET) TO THE END OF SAID CURVE;
S 480 03'31 " E ALONG SAID FUTURE RIGHT-OF-WAY OF ETONBURY AVENUE FOR A DISTANCE OF 191.10 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00' 16" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BE S: S 03° 03'23" E - 35.36 FEET) TO THE END OF SAID CURVE;
S 480 03'47" E ACROSS THE EXTENSION OF THE RIGHT-OF-WAY OF KINNERSLEY LANE (50' R.O.W.) FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 "
FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 890 59'44" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEA I : N 86'56'37" E - 35.35 FEET) TO THE END OF SAID CURVE;
S 480 03'31 " E ALONG SAID FUTURE RIGHT-OF-WAY OF ETONBURY AVENUE FOR A DISTANCE OF 95.55 FEET TOA 1/2 INCH IRON ROD FOUND MARKING THE NORTH CORNER OF CASTLEGATE IT SUBDIVISION,
SECTION 104, ACCORDING TO THE PLAT RECORDED IN VOLUME 12411, PAGE 125 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS;
(I
THENCE: S 41'56'44" W ALONG THE COMMON LINE OF SAID REMAINDER OF 202.655 ACRE TRACT AND SAID SECTI N 104 FOR A DISTANCE OF 637.22 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHEAS I'
LINE OF SAID REMAINDER OF 101.322 ACRE TRACT MARKING THE WEST CORNER OF SAID SECTION 104; {
THENCE: N 480 03'24" W ALONG THE COMMON LINE OF SAID REMAINDER OF 202.655 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE TRACT FOR A DISTANCE OF 582.20 FEET TO THE POINT OF BEGINNING
CONTAINING 8.447 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
CERTIFICATE OF THE COUNTY CLERK
GENERAL NOTES:
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE
NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT
PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE
GROUND.
2. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS
SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN
WHICH THEY LAY.
3. ALL LOTS ARE GS - GENERAL SUBURBAN.
4. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD
AREA ACCORDING TO THE 12-06-1841P LETTER OF MAP
REVISION, DATED MAY 18, 2012.
5. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME
OWNERS' ASSOCIATON (HOA).
6. 1/2- IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE
POINTS UNLESS NOTED OTHERWISE.
7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2
INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER
ORDINANCE 3222.
8. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
9. THIS PLAT IS IN THE SPRING CREEK IMPACT FEE AREA.
LINE TABLE
UNE # LENGTH DIRECTION
L1 50.00' S48' 03' 47"E
L2 50.00' S48' 03' 47"E
1
40 20 0 40 -
SCALE IN FEET
CERTIFICATE OF CITY ENGINEER
1, -- , City Engineer 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. I'
City Engineer
CERTIFICATE OF PLANNING AND ZONING COMISSION
Chairman of the Planning and Zoning Commission of
the City of College Station, Texas, hereby certify that the attached plat wI s duly
approved by the Commission on the _ day of20
STATE OF TEXAS
COUNTY OF BRAZOS
1, - , County Clerk, in and for said county, do hereby certify
that this plat together with its certificates of authentication was filed for record in
my office the day of _N_ , 20---, in the Deed Records of
Brazos County, Texas, in Volume Page ---
WITNESS
__
WITNESS my hand and official Seal, at my office in Bryan, Texas.
County Clerk
Brazos County, Texas
Chairman
LEGEND
PLAT BOUNDARY
- - LOT LINE
OO PROPERTY CORNER
P-U.E. PUBLIC UTILITY EASEMEN
------------ EASEMENT LINE
EXISTING EASEMENT LINE
ROW LINE
COMMON AREA
VICINITY MAP
TEXAS 40
PROJECT
LOCATION
FINAL PI A I
CASTLEGATE II SUBDIVISION
SECTION 106
RES
8.447AC
ROBERT STEVENSON LEAGUE, A-54 �I
COLLEGE STATION, BRAZOS COUNTY, TEXAS i
44 LOTS
WNER/DEVELOPER:
3-D Development
4490 Castlegate Drive
College Station, TX 7784
(979) 690-7250
SURVEYOR:
Brad Kerr, RPLS No. 4502
ICerr Surveying, I,I.0
409 N. Texas Ave.
Bryan, TX 77803
(979) 268-3195
SCALE 1" = 40'
Match 2015
ENGINEER:
Schultz Engineering, LLC
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77845
(979)764-3900
log
Curve Table
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
c1
39.27'
25.00'
090.00'16"
25.00'
35,36'
S03'0323'E
C2
39.27'
25.00'
08759'44'
25.00'
35.35'
N86'56'37"E
C3
39.27'
25.00'
090'00'16"
25.00'
35.36'
S03'03'23"E
C4
39.27'
25.00'
089'59'44'
25.00'
35.35'
NB6'56'37'E
C5
21.03'
25.00' 1
048'11'23"
11.18'
20.41'
N66'02'26"E
C6
241.19'
50.00'
27622'46`
44.72'
66.67'
N48'03'16"W
C7
21.03'
25.00'
04811'23"
11.18'
20.41'
S17'51'03'W
C8 1
21.03'
25.00'
04C11'23"
11.18'
20.41' 1
N66'0226"E
C9
241.19'
50.00'
276'22'46'
44.72'
66.67'
N48'03'1VIN
C10 1
21.03'
25.00' 1048'11'23`
11.18'
20.41' 1
S17 -51.03-W
VICINITY MAP
TEXAS 40
PROJECT
LOCATION
FINAL PI A I
CASTLEGATE II SUBDIVISION
SECTION 106
RES
8.447AC
ROBERT STEVENSON LEAGUE, A-54 �I
COLLEGE STATION, BRAZOS COUNTY, TEXAS i
44 LOTS
WNER/DEVELOPER:
3-D Development
4490 Castlegate Drive
College Station, TX 7784
(979) 690-7250
SURVEYOR:
Brad Kerr, RPLS No. 4502
ICerr Surveying, I,I.0
409 N. Texas Ave.
Bryan, TX 77803
(979) 268-3195
SCALE 1" = 40'
Match 2015
ENGINEER:
Schultz Engineering, LLC
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77845
(979)764-3900
log
DOS DORADO
DEVELOPMENT LLC.
REMAINDER OF
202.66 AC. TRACT
9656/213
1
110.53' 82.25' 52.00'
55_00'
55.00' 55.00'
1 i------------
�,- ---------
- -
- - - - - -
0
ui
O
J
_ CD
C5
M I
tIN
Ln
Ln
N
O
r
ON
5
r
tU
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0
I
0
9 °I 8
(0I
7 (0I 6
(n
��'�
O(f IJi:
r I
r l
I
10
25.00'
OWNERS' ASSOCIATON (HOA).
IO
in
ff-
~ 1g O
0
0
toOD
POINTS UNLESS NOTED OTHERWISE.
EO
bo
20' P.U.E. 5' (�)
(TYP.)
�
U7
55.00'-
55_00' -
55_00'
62.41'
10' P.U.E.
- - -
LO
(TYP.)
Lo
O
J
_ CD
C5
r
it?
6
r
BLOCK 3 f a
N
WI
WI
5
r
tU
I
(fl I
W(
PROPERTY CORNER
0
I
0
d
5' P.U.E.
dam'
(n
( Ty'•)
(n
55.00'-
55.00'-
55_00'
62.41'
---
- - -
- - -
- - - --
�
PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE
J
_ CD
CHORD
6
it?
6
o
BLOCK 3 f a
N
N
N
- - LOT LINE
r
r
r
I ��
{'L
W(
PROPERTY CORNER
N86'56'37"E
I
4 �I
IJI
3 �I
UjI
2 �I
1
35.36'
REVISION, DATED MAY 18, 2012.
C4
1 39.2T
5. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME
- - - - - - - - - - - - EASEMENT LINE
25.00'
OWNERS' ASSOCIATON (HOA).
0
0
0
5' P.U.E.
046'11'23"
POINTS UNLESS NOTED OTHERWISE.
20.41'
(TYP.)
7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2
60
bo
INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER
V)
V)
W
C7
21.03'
8. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
COMMON AREA
11.16'
55.00' - - - 55.00' - - 55_00' - - - -55.00' - _ - _ 55.00' - - - - 55_00' - 37.42'
-
11�
- - -
( M� Not 56' 44'E -396.28'
N41' 56' 44"E N 110.00' + Hailes Court T
- - J
i 27' B -B PVMT, 50' ROW
w�
�\ G� S4T 56' 44V - 396.29'
i 12 - - - _ _ _ _ _ _ _ _ _ _ _ -5-.06;-
0'_ _5 _0 0_ 2'
_
28,87' 55.00' _5.00' _5.005
ro 5' P.U.E.n I \\\
in 1
� .n LO LO
'� TYP.
u7
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I �
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00
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u7
-` 4 D
1.
co 4
N _ _ _
i N N N
r r r I r r r
9 �g 13 oh Z Z Z Z I Z Z Z
\'
N/F 14 31:115 16 17 18 to i 19 20 21 22
totoESTER JANE GRANT / ,�� / i 5 to
P.U.E r I r r ( ( I r ( r ( r ()
McDOUGAL BLOCK 37 0 r l
REM. 101.322 ACRE I // 0 0 to C) I o 0 o 01
TRACT
EXHIBIT B N I �°� 0 60 60 60 It 6D 60 6o
4027/29 'p i N� �� Z Z Z Z Z I 5' P.U.E. Z Z Z
tt� o
II----------- L------- - ------ ------ I------ -------------- -------1
_----- - N41' S6' 44"E 637.21' _ _ _ _ _
N 110.52' 82.25' 52.00' 55.00' 55.00' 55.00' 55.00' 55.00 55.00' 62.43'
oi----------- ��------- 00------ ----- ------ ------ -------------- - - - - - - -------I
M 'e Lr) In 20' P.U.E. 10 117) 10 10 10 I g
f cs
1.7 Ln (rfP•) Ln Ln U-) Ln U)
O D O N N ON N BLOCK 36
Z
�I �I �I �I �I �I �I
i 33 9 �I 8 - 7 - 6 5 - 4 - - 1
10 "' � °I �I °I coI °I °I 101i
0(�. O � 0 - 0 0 - to - W P.U.E.
LO I �Srst 9 60 cwj
O1
bo bo
�' &6� - __ 41 \y. Z d' Nt d 't d 5bo 60 bo bo bo' P.U.E. It. d.
V P.U.E. �� \ 6+ Z Z Z Z Z (TYP) Z Z
(TYP.)
\ , 28.87' - -55.00' - - - - 55.00' - - - 55_00' - - - -55.00' - - - 55.00' - - - 55_00' - 37.44'
I 25' P.0 11 .E. -
*CV/ Not 56' 4rE - 396.30'
N41'_56' 44"E Kinnersley Court tcyy
110.00' N J
- - - - - - - .- - � 27' B -B PVMT, 50' ROW
2T0 U.E. a\ C� 84T 56' 'W - 396.31'
12 \ --- =---------------- -------------------- - - - - i 28.87' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 37.45'
el I p�4j/ �3yt� ,
CO.
L17 Ll) 5' P.U.E. Ln 117 U) Ln tf) \
O ( ,\ j 3•� /- 4� q1 Oro N Q (TYP.) O 5' P.U.E. i 0 N O N
r �
V P.U.E.
e ,ypJ' S 13 S"-P.U.E. i' ZI ZI ZI ( ) I C
14 I 15 16 17 18 i 19 20 21 � 22
rl rl ► I r rl rl ri I U
�I_
M r7 M
Mr7 r7
I
t�w O I-_ _O - _O
I J / o e o e I e o - . - e
O 00 00 00 00 00 00 00
1 Z Z Z (TV P.I.I.E. Z Z Z Z
ML_-----------� L------- Z -----I ------ ------- - - - - - - -------I U
110.74' 82.03' 52.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 62.45'
84T 5 6' 44'W - 637.22
I-
I10' P.U.E. BLOCK
i (12411/12) 35
CERTIFICATE OF OWNERSHIP AND DEDICATION
10 \
STATE OF TEXAS
COUNTY OF BRAZOS
1, Wallace Phillips IV, Manager of 3-D Development, owner and developer of the land
shown on p
this plat, at, and designated herein as the Castlegate II Subdivision, Section
106, to 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, greenways,
infrastructure, easements and public places thereon shown for the purpose and
consideration therein expressed. All such dedications shall be in fee simple unless
expressly provided otherwise.
Wallace Phillips IV, Manager
F - - - - -
BLOCK 25
i I
01
o 20
co01
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE
LEGEND
�
I
I
PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE
J
_ CD
CHORD
0
PLAT BOUNDARY
39.27'
2. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS
W
CD
I
aJ
O
Hailes Lane
27' B -B PVMT, 50' ROW
METES AND BOUNDS DESCRIPTION
OF A
8.447 ACRE TRACT
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE ROBERT STEVENSON LEAGUE, ABSTRACT NO. 54, COLLEGE STATION, BRAZ(
COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 202.655 ACRE TRACT AS DESCRIBED BY A DEED TO DOS DORADO DEVELOPMENT, LLC RECORDED IN VOLUME 9656, PAGE 2
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS.
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A '/2 INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF A CALLED 18.80 ACRE TRACT DESCRIBED AS TRACT 7 BY A DEED TO CHESTER BROWN RECORDED IN VOLUME 3413, PAGE 228 OF TI
OFFICIAL PUBLIC RECORDS OF 13RAZOS COUNTY, TEXAS, MARKING THE WEST CORNER OF SAID REMAINDER OF 202.66 ACRE TRACT AND THE NORTH CORNER OF THE REMAINDER OF A CALLED 101.322 ACI
TRACT DESCRIBED AS EXHIBIT "B" BY A DEED TO ESTER JANE GRANT McDOUGAL RECORDED IN VOLUME 4027, PAGE 29 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A !.
INCH IRON ROD FOUND MARKING THE ORIGINAL NORTH CORNER OF SAID 202.66 ACRE TRACT BEARS: N 41° 56'44" E FOR A DISTANCE OF 2106.35 FEET;
THENCE: S 48'03'24" E ALONG THE COMMON LINE OF SAID REMAINDER OF 202.655 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE TRACT FOR A DISTANCE OF 291.10 FEET TO THE POINT OF BEGINNP
OF THIS HEREIN DESCRIBED TRACT;
THENCE: THROUGH SAID 202.655 ACRE TRACT FOR THE FOLLOWING CALLS:
N 410 56'44" E FOR A DISTANCE OF 637.19 FEET TO A FUTURE SOUTHWEST LINE OF ETONBURY AVENUE;
S 480 03'3 1" E ALONG SAID FUTURE RIGHT-OF-WAY OF ETONBURY AVENUE FOR A DISTANCE OF 95.55 FEET TO TBE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00'16" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BE : S 03'03'23" E - 35.36 FEET) TO THE END OF SAID CURVE; ✓
S 480 03'47" E ACROSS THE EXTENSION OF THE RIGHT-OF-WAY OF HAILES LANE (50' R.O.W.) FOR A DISTANCE OF 50'00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 890 59'44" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 860 5613711 E - 35.35 FEET) TO THE END OF SAID CURVE;
S 480 03'3 1 " E ALONG SAID FUTURE RIGHT-OF-WAY OF ETONBURY AVENUE FOR A DISTANCE OF 191.10 FEET TO THINBEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00'16" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEM: S 03103'23" E - 35.36 FEET) TO THE END OF SAID CURVE; . <
S 480 03'47" E ACROSS THE EXTENSION OF THE RIGHT-OF-WAY OF KiNNERSLEY LANE (50' R.O.W.) FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00
FEET; ,/
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 890 59'44" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 86'56137" E - 35.35 FEET) TO THE END OF SAID CURVE;
S 480 03'31 " E ALONG SAID FUTURE RIGHT-OF-WAY OF ETONBURY AVENUE FOR A DISTANCE OF 95.55 FEET TO A 1'2 INCH IRON ROD FOUND MARKING THE NORTH CORNER OF CASTLEGATE TI SUBDIVISION,
SECTION 104, ACCORDING TO THE PLAT RECORDED IN VOLUME 12411, PAGE 125 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS;
THENCE: S 41° 56'44" W ALONG THE COMMON LINE OF SAID REMAINDER OF 202.655 ACRE TRACT AND SAID SECTION 104 FOR A DISTANCE OF 637.22 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHEN
LINE OF SAID REMAINDER OF 101.322 ACRE TRACT MARKING THE WEST CORNER OF SAID SECTION 104;
THENCE: N 48° 03'24" W ALONG THE COMMON LINE OF SAID REMAINDER OF 202.655 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE TRACT FOR A DISTANCE OF 582.20 FEET TO THE POINT OF BEGWND
/ CONTAINING 8.447 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ;ESTABLISHED FROM GPS OBSERVATION. v
BLOCK 24
I
CASTLEGATE II
SUBDIVISION
SECTION 105
BLOCK 24
I
20
GENERAL NOTES.
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE
LEGEND
NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT
LENGTH
RADIUS
PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE
TANGENT
CHORD
GROUND.
PLAT BOUNDARY
39.27'
2. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS
09700'16"
25.00'
SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED
- - LOT LINE
C2
DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN
25.00'
089'59'44'
WHICH THEY LAY.
3. ALL LOTS ARE GS - GENERAL SUBURBAN.
PROPERTY CORNER
N86'56'37"E
4. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD
39.27'
25.00'
AREA ACCORDING TO THE 12-06-1841P LETTER OF MAP
P.U.E. PUBLIC UTILITY EASEMENT
35.36'
REVISION, DATED MAY 18, 2012.
C4
1 39.2T
5. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME
- - - - - - - - - - - - EASEMENT LINE
25.00'
OWNERS' ASSOCIATON (HOA).
NBS-56.37"E
c5
6. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE
EXISTING EASEMENT LINE'
046'11'23"
POINTS UNLESS NOTED OTHERWISE.
20.41'
N66'02'26"E
7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2
ROW LINE
50.00'
INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER
44.72'
66.67'
ORDINANCE 3222.
C7
21.03'
8. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
COMMON AREA
11.16'
9. THIS PLAT IS IN THE SPRING CREEK IMPACT FEE AREA.
S17*51'03"W
C8
UNE TABLE
LINE # LENGTH DIRECTION
L1 50.00' S48' 03' 47"E
L2 50.00' S48' 03' 47'E
40 20 0 40
SCALE IN FEET
Kinnersley Lane
CERTIFICATE OF CITY ENGINEER
27' B -B PVMT, 50' ROW I, _ _ , City Engineer 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.
r City Engineer
� I
BLOCK 23
10 CERTIFICATE OF PLANNING AND ZONING COMISSION
BLC 1, _� Chairman of the Planning and Zoning Commission of
the City of College Station, Texas, hereby certify that the attached plat was duly
2pproved -by the Commission on the-.- day -of
' I
L - _
Chairman
CASTLEGATE II
SUBDIVISION
SECTION 103
12062/98
_ 8 7 6 5 CASTGATE II 4 3 2 1 ( 20
I ( ( SUBSION I I I
I ( SECTI N 104 CITY
( I I COLLEGE
STATION MONUMENT #137
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Wallace Phillips
IV, known to me to be the person whose name is subscribed to the foregoing
instrument, and acknowledged to me that he executed the same for the purpose and
consideration therein stated.
Given under my hand and seal on this day of M__, 20
Notary Public, Brazos County, Texas M
CERTIFICATE OF THE SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
1, Brad Kerr, Registered Professional Land Surveyor No. 4502, 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 monuments were placed
under my supervision on the ground.
R.P.L.S. No. 4502
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
1, County Clerk, in and for said county, do hereby certify
that this plat together with its certificates of authentication was filed for record in
my office the day of ____ , 20 , in the Deed Records of
Brazos County, Texas, in Volume Page __.
WITNESS my hand and official Seal, at my office In Bryan, Texas.
County Clerk
Brazos County, Texas
VICINITY MAP
TEXAS 40
PROJECT
LOCATION
FINAL PLAT
CASTLEGATE II SUBDIVISION
SECTION 106
8.447ACRES
ROBERT STEVENSON LEAGUE, A-54
)LLEGESTATION,BRAZOS COUNTY, TEXAS
44 LOTS
WNER/DEVE !!OPER
3-D Development
I
4490 Castlegate Drlve
College Station, TY 77845
(979) 690-7250
SURVEYOR.:
Brad Kerr, RPLS No, 4502
Kerr Surveying, LT1C
409 N. Texas Ave.
Bryan, TX 77803
(979) 268-31951
SCALE 1" = 40'
February, 2014
Schultz Engineering, L
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77841
(979)764-3900
k5 -Sq)
b2. 2AIC'
kp:3o
KS
Curve Table
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
c1
39.27'
25.00'
09700'16"
25.00'
35.36'
S03'03'23"E
C2
39.27'
25.00'
089'59'44'
25.00'
35.35'
N86'56'37"E
C3
39.27'
25.00'
09000'16"
25.00'
35.36'
S03'03'23"E
C4
1 39.2T
25.00'
j OBWS9'44"
25.00'
35.35'
NBS-56.37"E
c5
21.03'
25.00'
046'11'23"
11.18'
20.41'
N66'02'26"E
C6
241.19'
50.00'
276'22'46"
44.72'
66.67'
N48'03'16'W
C7
21.03'
25.00'
041r11'23"
11.16'
20.41'
S17*51'03"W
C8
21.03'
25.00'
04811'23"
11.18
20.41'
N66'02'26"E
C9
241.19'
50.00'
276'22'46"
44.72'
66.67'
N4lr03'16-W
C10
1 21.03'
25.00'
048'11'23'
11.18'
20.41'
S17 -51.03-W
VICINITY MAP
TEXAS 40
PROJECT
LOCATION
FINAL PLAT
CASTLEGATE II SUBDIVISION
SECTION 106
8.447ACRES
ROBERT STEVENSON LEAGUE, A-54
)LLEGESTATION,BRAZOS COUNTY, TEXAS
44 LOTS
WNER/DEVE !!OPER
3-D Development
I
4490 Castlegate Drlve
College Station, TY 77845
(979) 690-7250
SURVEYOR.:
Brad Kerr, RPLS No, 4502
Kerr Surveying, LT1C
409 N. Texas Ave.
Bryan, TX 77803
(979) 268-31951
SCALE 1" = 40'
February, 2014
Schultz Engineering, L
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77841
(979)764-3900
k5 -Sq)
b2. 2AIC'
kp:3o
KS
DOS DORADO
DEVELOPMENT LLC.
REMAINDER OF
202.66 AC. TRACT
9656/213
1`'+1 �1iF C - 001.111d
110.53' 82.25'52.00' 55.00' 55.00' 55.00'55.00' 55.00' 55.00' 62.41'
M i - - - - - - - - - - - �j- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
00
10' Ru E.
n n LO (TYP.)LO LO LO LO 1.0
I
O O O O p O 6 BLOCK 3f
\ ��•
W ( Z Z I Z I
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1 11 -_ 28.87_ 55.00' - - 55.00' - - 55_00' - - - -55.00' - - - _ 55.00' - - - 55_00' - - 37.42'
I M%/ Not W AWE - 396M
N�,V 56' 44"E N 110.00' Hailes Court
M i
27' B -B PVMT, 50' ROW
1 12
28 87' 55.00' 5.00' 55.00' 55.00 37.42
1 5 I----, , 55.00 -- ; --- -- -- ;
1 55.00- .
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ESTER JANE GRANT 1 / / ', j /� s' P.U.E.4 3I 15 � 16 �I 17 �( �I I �I �1 �I 1
MoDouGAL BLOCK 37 a �� 01 r 1 I ( i � ( ( I �I
REM. 101.322 ACRE I i� K) M
TRACT Cy �� ) O O p O 1 0 O p rnl
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4027/29 p Z Z Z z 5' P.U.E. Z Z Z I ,Q
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- - - -- ------ -_--- - N41' 56' 44"E 637.21' ----_-- -------------- -------1 i
_ _ _ _ W
N 110'52' 82.25' 52.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 62.43'
----------- -P1-------� ------ ----- ------- - - - - - - ------ ------- - - - - - - --62.43'
M 1 in LO 20' P.U.E.
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4v ib 0 - L
I- ---------,' M Y56' 'E-396.30'
fN41' 56' 44"E Kinnersley Court
110.00' 27' B -B PVMT, 50' ROW
20' P u.E-------�\ 34fi56'44W-396.31'
12 - ------------- ---,- --- -
1 28.87' 55.00' 55.00' 55-.00 55-.00-, 55.00 55.00 37.45'
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O D� 60 Z z 10' P.U.E. i 4It
d �t 1
I-------- -- --------------------
- - - - -1 - - - - - - - - - - - - - - - - - - -
110.74' 82.03'-------�
52.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 62.45'
S4'r ux 6 4^ 70
10' P.u.E. BLOCK
I\ (12411/12) 35 I
f\ \ 9 I
� I
10
I
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I, Wallace Phillips IV, Manager of 3-D Development, owner and developer of the land
shown on this plat, and designated herein as the Castlegate 11 Subdivision, Section
106, to 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, greenways,
infrastructure, easements and public places thereon shown for the purpose and
consideration therein expressed. All such dedications shall be in fee simple unless
expressly provided otherwise.
Wallace Phillips IV, Manager
I
BLOCK 25
0
m
CASTLEGATE II
Curve Table
SUBDIVISION
20
m
�
/
L
TANGENT
4
CHORD DIRECTION
i
BLOCK 24
J
v
CD
1
0
o
S03'03'23"E
C2
�
Hailes Lane
27' B -B PVMT, 50' ROW
((BLOCK 24
METES AND BOUNDS DESCRIPTION
OFA
8.447 ACRE TRACT
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE ROBERT STEVENSON LEAGUE, ABSTRACT NO. 54, COLLEGE STATION, BRAZOS
i�
COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 202.655 ACRE TRACT AS DESCRIBED BY A DEED TO DOS DORADO DEVELOPMENT, LLC RECORDED IN VOLUME 9656, PAGE 2`?13
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS.
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A V2 INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF A CALLED 18.80 ACRE TRACT DESCRIBED AS TRACT 7 BY A DEED TO CHESTER BROWN RECORDED IN VOLUME 3413, PAGE 228 OF TWE
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE WEST CORNER OF SAID REMAINDER OF 202.66 ACRE TRACT AND THE NORTH CORNER OF THE REMAINDER OF A CALLED 101.322 ACRE
TRACT DESCRIBED AS EXHIBIT "B" BY A. DEED TO ESTER JANE GRANT McDOUGAL RECORDED IN VOLUME 4027, PAGE 29 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A Ij/2
INCH IRON ROD FOUND MARKING THE ORIGINAL NORTH CORNER OF SAID 202.66 ACRE TRACT BEARS: N 41156144" E FOR A DISTANCE OF 2106.35 FEET;
THENCE: S 48'03'24" E ALONG THE COMMON LINE OF SAID REMAINDER OF 202.655 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE TRACT FOR A DISTANCE OF 291.10 FEET TO THE POINT OF BEGINNING
OF THIS HEREIN DESCRIBED TRACT;
THENCE: THROUGH SAID 202.655 ACRE TRACT FOR THE FOLLOWING CALLS:
N 410 56'44" E FOR A DISTANCE OF 637.19 FEET TO A FUTURE SOUTHWEST LINE OF ETON13URY AVENUE;
S 480 03'3 1 " E ALONG SAID FUTURE RIGHT-OF-WAY OF ETON13URY AVENUE FOR A DISTANCE OF 95.55 FEET TOT THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00'16" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 03'03'23" E - 35.36 FEET) TO THE END OF SAID CURVE;
S 480 03'47" E ACROSS THE EXTENSION OF THE RIGHT-OF-WAY OF HAILES LANE (50' R.O.W.) FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
l ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 890 5944" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 86° 56'37" E - 35.35 FEET) TO THE END OF SAID CURVE;
S 480 03'3 1 " E ALONG SAID FUTURE RIGHT-OF-WAY OF ETONBURY AVENUE FOR A DISTANCE OF 191.10 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00' 16" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 03° 03'23" E - 35.36 FEET) TO THE END OF SAID CURVE;
S 480 03'47" E ACROSS THE EXTENSION OF THE RIGHT-OF-WAY OF K 4NERSLEY LANE (50' R.O.W.) FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00
FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 890 59'44" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BE : N 86° 56'37" E - 35.35 FEET) TO THE END OF SAID CURVE;
S 480 03'31 " E ALONG SAID FUTURE RIGHT-OF-WAY OF ETONBURY AVENUE FOR A DISTANCE OF 95.55 FEET TO Al{' 2 INCH IRON ROD FOUND MARKING THE NORTH CORNER OF CASTLEGATE Ti SUBDIVISION
SECTION 104, ACCORDING TO THE PLAT RECORDED IN VOLUME 124111 PAGE 125 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; '
THENCE: S 41° 56'44" W ALONG THE COMMON LINE OF SAID REMAINDER OF 202.655 ACRE TRACT AND SAID SECTION 104 FOR A DISTANCE OF 637.22 FEET TO A 1/2 INCH IRON ROD FOUND ON THE NORTHEAST
LINE OF SAID REMAINDER OF 101.322 ACRE TRACT MARKING THE WEST CORNER OF SAID SECTION 104;
THENCE: N 48'03'24" W ALONG THE COMMON LINE OF SAID REMAINDER OF 202.655 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE TRACT FOR A DISTANCE OF 582.20 FEET TO THE POINT OF BEGINNING
CONTAINING 8.447 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
Kinnersley Lane
27' B -B PVMT, 50' ROW
F
0 I
ao
`r BLOCK 23 i
G � I
10
C BLC
4>. - -
CASTLEGATE II
SUBDIVISION
I SECTION 103
12062/98
8 ` 7 i 6 I 5 CA GATE II 4 ` 3 I 2 I 1I
I 1 SUBDI SION I ( ( I 20 I
I I SECTI N 104\ -CITY OF
I 1241/125 I I MONUMENT 3GE ST TION
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Wallace Phillips
IV, 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 Y_ day of , 20_ -
Notary Public, Brazos County, Texas
CERTIFICATE OF THE SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
1, Brad Kerr, Registered Professional Land Surveyor No. 4502, 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 monuments were placed
under my supervision on the ground.
R.P.L.S. No. 4502
CERTIFICATE OF THE COUNTY CLERK
GENERAL NOTES;
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE
NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT
PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE
GROUND.
2. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS
SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN
WHICH THEY LAY.
3. ALL LOTS ARE GS - GENERAL SUBURBAN.
4. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD
AREA ACCORDING TO THE 12-06-1841P LETTER OF MAP
REVISION, DATED MAY 18, 2012.
5. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME
OWNERS' ASSOCIATON (HOA).
6. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE
POINTS UNLESS NOTED OTHERWISE.
7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2
INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER
ORDINANCE 3222.
8. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
9. THIS PLAT IS IN THE SPRING CREEK IMPACT -FEE AREA.
PER
40 20 0 40
LINE TABLE
LINE III LENGTH DIRECTION
L1 50.00' S4& 03' 47"E,
L2 50.00' S48' 03' 47"E
SCALE IN FEET
CERTIFICATE OF CITY ENGINEER
1. , City Engineer of the City of College Statio' , Texas,
hereby certify that this Subdivision conforms to the requirements of the 5ubdivisic
Regulations of the City of College Station, Texas. I'
City Engineer
CERTIFICATE OF PLANNING AND ZONING COMISSION
1,
Chairman of the Planning and Zoning Comnnlssion of
the City of College Station, Texas, hereby certify that the attached plat was duly
approved by the Commission on the __-_ day of (', _,
20--- - II
STATE OF TEXAS
COUNTY OF BRAZOS
1, County Clerk, in and for said county, do hereby certify
that this plat together with its certificates of authentication was filed for record in
my office the day of -__, 20__-, in the Deed Records of
Brazos County, Texas, in Volume Page r__
WITNESS my hand and official Seal, at my office in Bryan, Texas.
County Clerk
Brazos County, Texas
Chairman
CAS
3-D Development
4490 Castlegate Drive
College Station, TX 7784
(979) 690-7250
SURVEYOR:
Brad Kerr, RPLS No. 4
ICerr Surveying, LT.0
409 N. Texas Ave.
Bryan, TX 77803
(979) 268-3195
LEGEND
PLAT BOUNDARY
LOT LINE
OO PROPERTY CORNER
P.U.E.- - - - PUBLIC UTILITY EASEMEN
- - - -
EASEMENT LINE
- - EXISTING EASEMENT LINE
ROW LINE
COMMON AREA
10
CASTLEGATE II
Curve Table
SUBDIVISION
SECTION 105 l
LENGTH
/
L
TANGENT
F
CHORD DIRECTION
i
BLOCK 24
25.00'
20
_
1
I
Kinnersley Lane
27' B -B PVMT, 50' ROW
F
0 I
ao
`r BLOCK 23 i
G � I
10
C BLC
4>. - -
CASTLEGATE II
SUBDIVISION
I SECTION 103
12062/98
8 ` 7 i 6 I 5 CA GATE II 4 ` 3 I 2 I 1I
I 1 SUBDI SION I ( ( I 20 I
I I SECTI N 104\ -CITY OF
I 1241/125 I I MONUMENT 3GE ST TION
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Wallace Phillips
IV, 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 Y_ day of , 20_ -
Notary Public, Brazos County, Texas
CERTIFICATE OF THE SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
1, Brad Kerr, Registered Professional Land Surveyor No. 4502, 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 monuments were placed
under my supervision on the ground.
R.P.L.S. No. 4502
CERTIFICATE OF THE COUNTY CLERK
GENERAL NOTES;
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE
NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT
PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE
GROUND.
2. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS
SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED
DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN
WHICH THEY LAY.
3. ALL LOTS ARE GS - GENERAL SUBURBAN.
4. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD
AREA ACCORDING TO THE 12-06-1841P LETTER OF MAP
REVISION, DATED MAY 18, 2012.
5. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME
OWNERS' ASSOCIATON (HOA).
6. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE
POINTS UNLESS NOTED OTHERWISE.
7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2
INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER
ORDINANCE 3222.
8. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
9. THIS PLAT IS IN THE SPRING CREEK IMPACT -FEE AREA.
PER
40 20 0 40
LINE TABLE
LINE III LENGTH DIRECTION
L1 50.00' S4& 03' 47"E,
L2 50.00' S48' 03' 47"E
SCALE IN FEET
CERTIFICATE OF CITY ENGINEER
1. , City Engineer of the City of College Statio' , Texas,
hereby certify that this Subdivision conforms to the requirements of the 5ubdivisic
Regulations of the City of College Station, Texas. I'
City Engineer
CERTIFICATE OF PLANNING AND ZONING COMISSION
1,
Chairman of the Planning and Zoning Comnnlssion of
the City of College Station, Texas, hereby certify that the attached plat was duly
approved by the Commission on the __-_ day of (', _,
20--- - II
STATE OF TEXAS
COUNTY OF BRAZOS
1, County Clerk, in and for said county, do hereby certify
that this plat together with its certificates of authentication was filed for record in
my office the day of -__, 20__-, in the Deed Records of
Brazos County, Texas, in Volume Page r__
WITNESS my hand and official Seal, at my office in Bryan, Texas.
County Clerk
Brazos County, Texas
Chairman
CAS
3-D Development
4490 Castlegate Drive
College Station, TX 7784
(979) 690-7250
SURVEYOR:
Brad Kerr, RPLS No. 4
ICerr Surveying, LT.0
409 N. Texas Ave.
Bryan, TX 77803
(979) 268-3195
LEGEND
PLAT BOUNDARY
LOT LINE
OO PROPERTY CORNER
P.U.E.- - - - PUBLIC UTILITY EASEMEN
- - - -
EASEMENT LINE
- - EXISTING EASEMENT LINE
ROW LINE
COMMON AREA
VICINITY MAP
TEXAS 40
PROJECT
LOCATION
FINAL PLAT
E GATE II SUBDIVISION
SECTION 106
/F7 1_1 8.44
ROBERT STEVENSON LEAGUE, A-54
,LEGE STATION, BRAZOS COUNTY, TEXAS
44 LOTS
SCALE 1" = 40'
March 2015
ENGINEER;
Schultz Engineering, LLQ
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77845
(979)764-3900
C�,
4
Curve Table
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C7
39.27'
25.00'
09900'16"
25.00'
35.36'
S03'03'23"E
C2
39.27'
25.00'
089'59'44"
25.00'
35.35'
N86'56'37'E
C3
39.27'
25.00'
090'00'16'
25.00'
35.36'
S03'03'23E
C4
-39.27'
25.00'
089'59'44"
25.00'
35.35'
N86'S6'37'E
C5
21.03'
25.00'
048'11'23"
11.18'
20.41'
N66'02'26'E
C6
241.19'
50.00'
276'22'46"
44.72'
66.67'
N4903'16'W
C7
21.03'
25.00'
04911'23"
11.18'
20.41'
S17'51'03"W
C8
21.03'
25.00'
04911'23"
11.18'
20.41'
N66 -02-26"E
C9
241.19'
50.00-1276-22-46-144.72'
1 66.67'
N4903'16'w
C10
21.03'
25.00'
048'11'23"
11.18'
20.41' 1
S17 -51.03-W
VICINITY MAP
TEXAS 40
PROJECT
LOCATION
FINAL PLAT
E GATE II SUBDIVISION
SECTION 106
/F7 1_1 8.44
ROBERT STEVENSON LEAGUE, A-54
,LEGE STATION, BRAZOS COUNTY, TEXAS
44 LOTS
SCALE 1" = 40'
March 2015
ENGINEER;
Schultz Engineering, LLQ
TBPE NO. 12327
2730 LONGMIRE, SUITE A
College Station, Texas 77845
(979)764-3900
C�,
4