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CONSTRUCTION NOTES: ry
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF VICINITY MAP*. -.00W
ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 LEGE 1 V D
HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344-8377
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY
TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE.
3. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR
150000 REQUIREMENTS FOR CONSTRUCTION SITES.
4. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE, DISTURBED AREAS AFTER
CONSTRUCTION IS COMPLETE.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2009 CITY OF
BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER, SEWER,
& STORMWATER.
6. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926
SUBPART P FOR TRENCH SAFETY REQUIREMENTS.
7. INSTALL ROCK CHECK DAMS OR SILT FENCE BARRIERS AS SHOWN AND AS NEEDED AT
CONCENTRATED FLOW LOCATIONS.
8. EXISTING TOPOGRAPHY IS BASED ON FIELD SURVEY DATA
9 INLET P 0 D
R TECTION TO BE 1140ALLE AT ALL INLETS.
CERTIFICATION 06
O
12" JV
MIN
TO THE CITY OF COLLEGE STATION: I CERTIFY THAT THE IMPROVEMENTS SHOWN ON
THIS SHEET REFLECT ANY REVISIONS OE DESIGN OF WHICH I AUTHORIZED, AND/OR ANY WillW
AND ALL FIELD CH NGES OF WHICH I AM AWARE. —11
1 L 3 of
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MIN 1� �1 W
FLOWD ENGIN DATE
0 0
p TO THE CITY OF COLLEGE STATION: 1, cp ��r GENERAL CONTRACTOR
FOR CASTLEGATE SECTION 200 DEVELOPMENT, CER IT FY THAT THE IMPROVEMENTS
SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE
SHOWN SUBSTANTIALLY HEREON. I I FURTHER CERTIFY, TO THE BEST OF MY SHEET
KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED
ROCK CHECK DAM IT/EMS, IF ANY, ARE STATED CORRECTLY HEREON.
N.T.S. K/AL�•Y.c�.6� � .h � � l
GENERAL CONTRA OR DATE
ROCK-RIPRAP SHALL BE CRUSHED LIMESTONE
.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 ZONED R -1 UNLESS OTHERWISE NOTED HERE ON THIS PLAT.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING
TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10- 06- 0657P:
5. DETENTION PONDS AND 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. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS
PRAIRIE ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS
ACCESS WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL
A PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS
ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE
WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH.
EXISTING SECTIONS OF CASTLEGATE SUBDIVISION.
8. 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.
9. ALL SIDEWALKS LOCATED WITHIN COMMON AREA ARE TO BE OWNED AND MAINTAINED BY THE HOA.
LEGEND
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E
CAS
SUE
- - - -�" ` GREENS PRAIRIE i SECTION
INVESTORS p Q 78
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1489.21'
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TREES REQUIRED
VICINITY MAP FT NA
I.. P L
PLAT BOUNDARY
- - LOT LINE
O PROPERTY CORNER
P.U.E PUBLIC UTILITY EASEMENT
- - - - - - - EASEMENT LINE
ROW LINE
A -0 ZONING BOUNDARY
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COMMON AREA
CASTLEGATE II SUBDIVISION
SECTION 200
28.557 ACAS
ROBERT STEVENSON LEAGUE, A -54'
COLLEGE STATION, BRAZOS COUNTY, TEXAS
47 LOTS
BLOCK 2, LOTS 1 THRU 12
BLOCK 4, LOTS 1 THRU 24
BLOCK 6, LOTS 2 THRU 11
OWNER /DEVELOPER: BLOCK 7, LOT i
3 -D Deg =elopment,LLC SCALE 1:80
4490 Castlegate Drive ENGINEER:
College Station, TX 737845 OCTOBER, 2011
METES AND BOUNDS DESCRIPTION
N
ENGINEERING
OF A
Brad Kerr, RPLS No. 4502 PAGE 20F2 OF 2 4490 Castlegate Drive
28.557 ACRE TRACT
BCS DEVELOPMENT CO.
409 N Texas Ave. (979) 690 -3141 Fax: (979) 690 -1041
Bryan, TX. 77803
ROBERT STEVENSON LEAGUE, A -54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
75.07 AC
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE ROBERT
6985
STEVENSON LEAGUE, ABSTRACT NO. 54, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A. PORTION 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.
10 COMMUNICATIONS
EASEMENT 3766/234 (
j
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
__.. .__- _•_ ..�,_ _..... __ _ __..._. _ _ _.___...._.- ...__,......._.....
COMMENCING AT A %2 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF A CALLED 75.07 ACRE TRACT AS DESCRIBED BY A DEED TO.
C 1
-
BCS DEVELOPMENT CO. RECORDED IN VOLUME 6985, PAGE 42 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING
THE NORTH CORNER OF SAID 202.655 ACRE TRACT AND THE EAST CORNER OF A CALLED 29.405 ACRE TRACT AS DESCRIBED BY A DEED TO
_ - - A'
_.- �` r- ' V 4) ° 6'r i ! nt ' '
�-
THE AGNES C. BAKER REVOCABLE LIVING TRUST RECORDED IN VOLUME 2488, PAGE 64 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS
_
-- ' - ^- 2 Y p /,� - 4' - 92r
COUNTY, TEXAS;
= "' -- mo t
--
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-
THENCE: S 48° 03'3 1 E ALONG THE COMMON LINE OF SAID 202.655 ACRE TRACT AND SAID 75.07 ACRE TRACT FOR A DISTANCE OF 66.38
,
FEET TO THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED TRACT;
_
_ 50 PIPELINE
EASEMENT PER
''
THENCE: S 48° 03'3 1 " E CONTINUING ALONG THE COMMON LINE OF SAID 202.655 ACRE TRACT AND SAID 75.07 ACRE TRACT, AT 575.64 FEET
9565/135
PASS A %2 INCH IRON ROD FOUND MARKING THE WEST CORNER OF CASTLEGATE SUBDIVISION, SECTION 9, ACCORDING TO THE PLAT
(
RECORDED IN VOLUME 4820, PAGE 94 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, CONTINUE ON ALONG THE COMMON
LINE OF SAID 202.655 ACRE TRACT AND CASTLEGATE SUBDIVISION, SECTION 9, CASTLEGATE SUBDIVISION, SECTION 7, PHASE 1,
ACCORDING TO THE PLAT RECORDED IN VOLUME 7814, PAGE 265 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND
CASTLEGATE SUBDIVISION, SECTION 7, PHASE 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 8369, PAGE 131 OF THE OFFICIAL PUBLIC
RECORDS OF BRAZOS COUNTY, TEXAS, FOR A TOTAL DISTANCE OF 2194.19 FEET, FOR REFERENCE A 3/8 INCH IRON ROD FOUND ON THE
NORTHEAST LINE OF SAID 202.655 ACRE TRACT NEAR THE NORTHWEST LINE OF GREENS PRAIRIE ROAD BEARS: S 48° 03'31" E FOR A
DISTANCE OF 1891.94 FEET;
THENCE: THROUGH SAID 202.655 ACRE TRACT FOR THE FOLLOWING CALLS:
S 41'56'29" W FORA DISTANCE OF 151.00 FEET;
S 48° 03'3 1 " E FOR A DISTANCE OF 910.33 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90709 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 03'03'31" E -
35.36 FEET) TO THE END OF SAID CURVE;
S 41 ° 56'29" W FOR A DISTANCE OF 81..17 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; .
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00'00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 86° 56'29" W -
35.36 FEET) TO THE END OF SAID CURVE;
S 41° 56'29" 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 90° 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 03° 03' 33" E -
-
35.36 FEET) TO THE END OF SAID CURVE;
S 41° 56'29" W FOR A DISTANCE OF 210.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 86° 56'29" W -
35.36 FEET) TO THE END OF SAID CURVE;
S 41° 56'29" 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 90° 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 03'03'31" E -
' - '• r' = ;_ t �
35:36 FEET) TO THE END OF SAID CURVE;
_
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S 41° 56'29" W FOR A DISTANCE OF 105.00 FEET;
N 48° 03'3 V W FOR A DISTANCE OF 921.00 FEET;
S 41 ° 56'29" W FOR A DISTANCE OF 105.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
I
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00'00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 86° 56'29" W -
35.36 FEET) TO THE END OF SAID CURVE;
N/F
N 48° 03'3 1" W FOR A DISTANCE OF 479.91 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 175.00 FEET;
q
THE / \G N E S C. BAKER
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 45° 00'00" FOR AN ARC DISTANCE OF 137.44 FEET (CHORD BEARS: N 25° 33'3 1 W
REVOCABLE LIVING
R EVOCA B LE
133.94 FEET) TO THE END OF SAID CURVE;
N 03° 03'3i" W FOR A DISTANCE OF 31.66 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 99.24 FEET;
TRUST
2 9.40 5 ACRE TRACT
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 42° 11'06" FOR AN ARC DISTANCE OF 73.07 FEET (CHORD BEARS: N 24° 14'09" W -
71.43 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
2488/6
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 93° 42' 18" FOR AN ARC DISTANCE OF 40.89 FEET (CHORD BEARS: N 01 ° IT 07" W -
36.48 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 536.50 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14° 42'54" FOR AN ARC DISTANCE OF 137.79 FEET (CHORD BEARS: N 53° 00'29" E -
137.41 FEET) TO THE END OF SAID CURVE;
N 60° 21'56" E FOR A DISTANCE OF 130.44 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 613.42
w COUNT
FEET;
i,3;'
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18° 25'12" FOR AN ARC DISTANCE OF 197.21 FEET (CHORD BEARS: N51'09'00" E -
_ _ �._; -, - ., :
196.36 FEET) TO THE END OF SAID CURVE;
N 41 ° 56'29" E FOR A DISTANCE OF 144.62 FEET;
N48'03'31" W FORA DISTANCE OF 77.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 03° 03'3 1 W -
35.36 FEET) TO THE END OF SAID CURVE;
"
N 41° 56'29" E FOR A DISTANCE OF 101.00 FEET;
N 48° 03'3 1" W FOR A DISTANCE OF 912.60 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 524.50 FEET;
N
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05'47'07" FOR AN ARC DISTANCE OF 52.96 FEET (CHORD BEARS: N 45'09'58" W -
52.94 FEET) TO THE END OF SAID CURVE;
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N 42° 16'24" W FOR A DISTANCE OF 437.92 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 625.50
FEET;
_ l _ t' FiF 1' i`y -,
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05'47'07" FOR AN ARC DISTANCE OF 63.16 FEET (CHORD BEARS: N 45° 09'58" W -
i t o , 4 : •- _{ R, { -3 't a 1 ( J , ` ' 3 -� `
63.13 FEET) TO THE POINT OF BEGINNING CONTAINING 28.557 ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS
1 c,rj `({ r, l; a^ �, f,{ > r• 1;: 3_ r N +1 ='• `-'`j { " -
BASED ON GRID NORTH AS ESTABLISHED FROM OPS OBSERVATION.
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-
BRAD KERR
REGISTERED PROFESSIONAL
- 3 { • j ' }• ' '
LAND SURVEYOR No 4502
.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 ZONED R -1 UNLESS OTHERWISE NOTED HERE ON THIS PLAT.
4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING
TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10- 06- 0657P:
5. DETENTION PONDS AND 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. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS
PRAIRIE ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS
ACCESS WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL
A PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS
ROADWAY CAN BE MOVED AS NEEDED TO ACCOMMODATE FUTURE CONSTRUCTION, BUT IT WILL BE
WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH.
EXISTING SECTIONS OF CASTLEGATE SUBDIVISION.
8. 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.
9. ALL SIDEWALKS LOCATED WITHIN COMMON AREA ARE TO BE OWNED AND MAINTAINED BY THE HOA.
LEGEND
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E
CAS
SUE
- - - -�" ` GREENS PRAIRIE i SECTION
INVESTORS p Q 78
4820/94 v 1'
CO
M BFE 310.18.
XS 2968
S48 103' 31 "E - 2194.19
1489.21'
PARKLAND J 77.00' -
50 , PIPELINE -' �rz 50 PIPELI ";
1.387 ACRES EASEMENT y
- I1t EASEME
N48 7 03'31 "W - 912.60' `i _��' ^' ,•,.
S �F
T ASPH PVMT, B -B WIDTH V
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TREES REQUIRED
VICINITY MAP FT NA
I.. P L
PLAT BOUNDARY
- - LOT LINE
O PROPERTY CORNER
P.U.E PUBLIC UTILITY EASEMENT
- - - - - - - EASEMENT LINE
ROW LINE
A -0 ZONING BOUNDARY
? . ... FLOOD ZONE BOUNDARY
COMMON AREA
CASTLEGATE II SUBDIVISION
SECTION 200
28.557 ACAS
ROBERT STEVENSON LEAGUE, A -54'
COLLEGE STATION, BRAZOS COUNTY, TEXAS
47 LOTS
BLOCK 2, LOTS 1 THRU 12
BLOCK 4, LOTS 1 THRU 24
BLOCK 6, LOTS 2 THRU 11
OWNER /DEVELOPER: BLOCK 7, LOT i
3 -D Deg =elopment,LLC SCALE 1:80
4490 Castlegate Drive ENGINEER:
College Station, TX 737845 OCTOBER, 2011
(979) 690 -7250 PHILLIPS
ENGINEERING
SURVEYOR: Kent Laze, P.E.
Brad Kerr, RPLS No. 4502 PAGE 20F2 OF 2 4490 Castlegate Drive
College Station, Texas 77845
Kerr Sumeying, LLC
409 N Texas Ave. (979) 690 -3141 Fax: (979) 690 -1041
Bryan, TX. 77803
TBPE Firm #13130
(979) 268 -3195