HomeMy WebLinkAboutCastlegate II PPv 1v11141 1 1 lvv-1r SYSTEM LAMBERT PROJECTION, CENTRAL ZONE AND AS MONUMENTED ON THE GROUND vvv"V "
-- (MAJOR) EXISTING SANITARY SEWER LINE 2. THIS PROPERTY IS CURRENTLY ZONED R-1; EXCEPT FOR THE 1PARKLAND DEDICATION AREA, BLOCK 7 EXISTING CONTOUR MAJOR LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. PHILLIPS !PARKWAY, WHICH IS ZONED A-0. WITH
EXISTING CONTOUR (MINOR) " " EXISTING WATERLINE THE EXCEPTION OF BLOCK 7 LOT 1, THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING.
PLAT BOUNDARY - -- - - - PROPOSED 6" SANITARY SEWER LINE 3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
STATION AND FIELD SURVEY DATA.
PHASE LINE -- -- --- PROPOSED 8" SANITARY SEWER LINE 4. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING
LOT LINE _ PROPOSED 4" FORCE MAIN TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 101-06-0657P.
O PROPERTY CORNER PROPOSED SEWER MANHOLE '"'0 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -'WAY LINES ARE ARC LENGTHS.
EASEMENT LINE `- "`--- PROPOSED 6" WATERLINE � l
6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE !PONDS WITHIN THIS SITE
7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
ROW LINE PROPOSED 8 WATERLINE ASSOCIATON (HOA).
8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
- PROPOSED 12 WATERLINE SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-208 SHALL BE BUILT
PROPOSED SIDEWALK ®tea PROPOSED FIRE HYDRANT
IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE
COMMON AREA - - PROPOSED STORM SEWER INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED.
PROPOSED STORM INLET 9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING 'TRACT OF LAND, THE CUL-DE-SAC
THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER.
ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
THE ADJOINING PROPERTY OWNERS.
10. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH
PROJECT SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
LOCATION °"° THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER
STREETS EXCEPT FOR THOSE PERMANENTLY ;WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
11. 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.
12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS
PARKWAY AND ETONBURY AVENUE.
13. 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.
14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 207.
METES AND BOUNDS DESCRIPTION
OF A
202.655 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 COUNTY, TEXAS. SAID TRACT BEING THE REMAINDER OF A CALLED 303.97 ACRE TRACT AS DESCRIBED IN
A PARTITION DEED TO DIEBEL FAMILY PARTNERS, LTD. RECORDED IN VOLUME 4027, PAGE 29 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,
TEXAS.
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A M INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF A CALLED 75.07 ACRE TRACT AS DESCRIBED BY A DEED TO BCS DEVELOPMENT
CO. RECORDED IN VOLUME 6985, PAGE 42 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE NORTH CORNER OF SAID
REMAINDER OF 303.97 ACRE TRACT AND THE EAST CORNER OF A CALLED 29.405 ACRE TRACT AS DESCRIBED BY A DEED TO THE AGNES C. BAKER
REVOCABLE LIVING TRUST RECORDED IN VOLUME 2488, PAGE 64 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS;
THENCE: S 48' 03' 31" E ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SAID 75.07 ACRE TRACT, AT 642.02 FEET PASS
A 1/2 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 REMAINDER OF 303.97
ACRE TRACT AND CASTLEGATE SUBDIVISION, SECTION 9, CASTLEGATE SUBDIVISION, SECTION 7, PHASE 1, ACCORDING TO THE PLAT RECORDED IN VOLUME
7812, PAGE 265 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, 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, AND CASTLEGATE SUBDIVISION, SECTION 6,
ACCORDING TO THE PLAT RECORDED IN VOLUME.7213, PAGE 40 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AT 4152.50 FEET PASS
A 3/8 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF SAID REMAINDER OF 303.97 ACRE TRACT, CONTINUE ON FOR A TOTAL DISTANCE OF 4166.54
FEET TO A POINT WITHIN THE PAVED RIGHT-OF-WAY OF GREENS PRAIRIE ROAD (VARIABLE WIDTH R.O.W.) MARKING THE EAST CORNER OF THIS HEREIN
DESCRIBED TRACT;
THENCE: S 41' 55' 52" W THROUGH THE APPARENT RIGHT-OF-WAY OF GREENS PRAIRIE ROAD AND ALONG THE SOUTHEAST LINE OF SAID REMAINDER OF
303.97 ACRE TRACT FOR A DISTANCE OF 2090.81 FEET TO THE SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT;
THENCE: N 48' 21' 09" W CONTINUING THROUGH THE APPARENT RIGHT-OF-WAY OF GREENS PRAIRIE ROAD, AT 39.39 FEET A 1h I NCH IRON ROD
FOUND NEAR THE EAST CORNER OF SWEETWATER FOREST, PHASE ONE, ACCORDING TO THE PLAT RECORDED IN VOLUME 4267, PAGE 254 OF THE
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, BEARS: N 28' 55' 32" E FOR A DISTANCE OF 0.13 FEET, CONTINUE ALONG THE COMMON LINE
OF SAID REMAINDER OF 303.97 ACRE TRACT AND SWEETWATER FOREST, PHASE ONE, FOR A TOTAL DISTANCE OF 158.04 FEET TO A POINT;
THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SWEETWATER FOREST, PHASE ONE, FOR THE FOLLOWING CALLS:
N 56' 19' 49" E FOR A DISTANCE OF 85.94 FEET;
N 24' 48' 53" W FOR A DISTANCE OF 49.81 FEET;
N 67' 01' 46" W FOR A DISTANCE OF 65.96 FEET;
S 50' 32' 25" W FOR A DISTANCE OF 60.05 FEET;
N 52' 33' 01 " W FOR A DISTANCE OF 90.43 FEET;
N 31' 31' 00" E FOR A DISTANCE OF 78.55 FEET;
N 52' 41' 45" E FOR A DISTANCE OF 53.92 FEET;
N 04' 33' 48" W FOR A DISTANCE OF 27.74 FEET;
N 64' 22' 35" W FOR A DISTANCE OF 58.62 FEET;
S &V 50' 10" W FOR A DISTANCE OF 89.41 FEET;
N 59' 39' 33" W FOR A DISTANCE OF 92.34 FEET;
S 72' 09' 01" W FOR A DISTANCE OF 54.75 FEET;
N 56' 06' 26" W FOR A DISTANCE OF 85.10 FEET;
S 33' 33' 04" W FOR A DISTANCE OF 54.03 FEET,
N 88' 06' 49" W FOR A DISTANCE OF 84.93 FEET;
N 58' 52' 50" W FOR A DISTANCE OF 135.41 FEET;
S 66' 38' 21 " W FOR A DISTANCE OF 76.07 FEET;
N 34' 47' 57" W FOR A DISTANCE OF 50.12 FEET;
N 23' 42' 35" E FOR A DISTANCE OF 24.18 FEET;
N 81' 57' 29" W FOR A DISTANCE OF 125.57 FEET;
S 10' 37' 48" E FOR A DISTANCE OF 41.67 FEET;
S 80' 46' 49" W FOR A DISTANCE OF 36.76 FEET;
N 41' 06' 28" W FOR A DISTANCE OF 41.21 FEET;
N 00' 33' 10" E FOR A DISTANCE OF 33.24 FEET TO THE SOUTH CORNER OF THE REMAINDER OF A CALLED 101.322 ACRE TRACT AS DESCRIBED
BY SAID PARTITION DEED TO ESTHER JANE GRANT McDOUGAL (4027/29);
THENCE: N 13' 02' 31" E ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE TRACT, AT
69.86 FEET PASS A X INCH IRON ROD FOUND, CONTINUE ON FOR A TOTAL DISTANCE OF 296.67 FEET TO A X INCH IRON ROD FOUND;
THENCE: N 48' 03' 24" W CONTINUING ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SAID REMAINDER OF 101.322 ACRE
TRACT FOR A DISTANCE OF 2926.83 FEET TO A 14 INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF A CALLED 18.80 ACRE TRACT DESCRIBED AS
TRACT 7 BY A PARTITION DEED TO CHESTER BROWN RECORDED IN VOLUME 3413, PAGE 228 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,
TEXAS;
THENCE: N 41' 56' 44" E ALONG THE COMMON LINE OF SAID REMAINDER OF 303.97 ACRE TRACT AND SAID 18.80 ACRE TRACT AND THE
AFOREMENTIONED 29.405 ACRE TRACT (2488/64) FOR A DISTANCE OF 2106.35 FEET TO THE POINT OF BEGINNING CONTAINING 202.655 ACRES OF LAND,
MORE OF LESS, AS SURVEYED ON THE GROUND FEBRUARY 2010. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM
GPS OBSERVATION. SEE PLAT PREPARED FEBRUARY 2010 FOR MORE DESCRIPTIVE INFORMATION.
BRAD KERR
REGISTERED PROFESSIONAL
LAND SURVEYOR No. 4502
MM
PRELIMINARY PLAT
CASTLEGATE II SUBDIVISION
202.655 ACRES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
SECTION 101 = 11.1011 AC. SECTION
107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
SECTION 102 = 6.3816 AC. SECTION
200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
SECTION 103 = 8.4091 AC. SECTION
201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
SECTION 104 = 9.5261 AC. SECTION
202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTION 105 = 8.5501 AC. SECTION
203 = 20.7505 AC.
BLOCK 1, LOTS 1 THRU 17 BLOCK 11, LOTS 1 THRU 16
BLOCK 21, LOTS 1 THRU 9
BLOCK 31, LOTS 1 THRU 16
BLOCK 2, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 11
BLOCK 22, LOTS 1 THRU 20
BLOCK 32, LOTS 1 THRU 16
BLOCK 3, LOTS 1 THRU 16 BLOCK 13, LOTS 1 THRU 10
BLOCK 23, LOTS 1 THRU 20
BLOCK 33, LOTS 1 THRU 16
BLOCK 4, LOTS 1 THRU 24 BLOCK 14, LOTS 1 THRU 17
BLOCK 24, LOTS 1 THRU 20
BLOCK 34, LOTS 1 THRU 22
BLOCK 5, LOTS 1 THRU 16 BLOCK 15, LOTS 1 THRU 9
BLOCK 25, LOTS 1 THRU 20
BLOCK 35, LOTS 1 THRU 22
BLOCK 6, LOTS 1 THRU 21 BLOCK 16, LOTS 1 THRU 17
BLOCK 26, LOTS 1 THRU 9
BLOCK 36, LOTS 1 THRU 22
BLOCK 7, LOT 1 BLOCK 17, LOTS 1 THRU 16
BLOCK 27, LOTS 1 THRU 16
BLOCK 37, LOTS 1 THRU 22
BLOCK 8, LOTS 1 THRU 16 BLOCK 18, LOTS 1 THRU 16
BLOCK 28, LOTS 1 THRU 20
BLOCK 38, LOTS 1 THRU 22
BLOCK 9, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 16
BLOCK 29, LOTS 1 THRU 16
BLOCK 10, LOTS 1 THRU 14 BLOCK 20, LOTS 1 THRU 18
BLOCK 30, LOTS 1 THRU 16
OWNER/DEVELOPER: SURVEYOR:
ENGINEER:
SCALE: 1 "=200'
3-D Development, LLC Brad Kerr, RPLS No. 4502
PHILLIPS
MAY, 2010
4490 Castlegate Drive Kerr Surveying, LLC
College Station, TX 77845 P.O. Box 269
ENGINEERING
REVISED DECEMBER, 2010
(979) 690-7250 College Station, TX 77841
Kent Laza, P.E.
(979) 268-3195
4490 Castlegate Drive
College Station, Texas 77845
(979) 690-3141 Fax: (979) 690-1041
Firm #: 13130
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TRACT 7
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PRELIMINARY PLAT NOT FOR Y l L
GENERAL NOTES: - CASTLEGATE
1TSUBDIVISION
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD 83 TEXAS STATE PLANE COORDINATE 1
SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2O2 6 J J AC1WS
LEGEND VICINITY MAP 2. THIS PROPERTY IS CURRENTLY ZONED R-1, EXCEPT FOR THE PARKLAND DEDICATION AREA, BLOCK 7
LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. WITH
'
THE EXCEPTION OF BLOCK 7 LOT 1, THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING.
3.
THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
ROBERT STEVENSON LEAGUE , A-54
STATION AND FIELD SURVEY DATA.
COLLEGE STATION, BRAZOS COUNTY, TEXAS
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 r NO. 10-06-0657P.
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
5.
6.
CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
STORM WATER RUNOFF DETENTION WILL BE PROVIDED ;BY THE PONDS WITHIN THIS SITE
SECTION 101 = 11.1011 AC. SECTION 107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
7.
DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
SECTION 102 = 6.3816 AC. SECTION 200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
ASSOCIATON (HOA).
SECTION 103 = 8.4091 AC. SECTION 201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
8.
THE PHASES OF THIS SUBDIVISION 'SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
SECTION 104 = 9.5261 AC. SECTION 202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER,
IN NUMERICAL ORDER, BUT EITHER .SET OF SECTIONS
AND SECTIONS 200-208 SHALL BE BUILT
MAY PROGRESS THROUGH ITS SEQUENCE
SECTION 105 = 8.5501 AC. SECTION 203 = 20.7505 AC.
INDEPENDENTLY FROM THE OTHER. SECTION 200 AND'! ITS ASSOCIATED DETENTION POND MUST BE
BLOCK 1, LOTS 1 THRU 17 BLOCK 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107.7 CAN BE FILED.
BLOCK 2, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16
9.
IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC
BLOCK 3, LOTS 1 THRU 16 BLOCK 13, LOTS 1 THRU 10 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16
THAT AFFECTS LOTS 7, 8, 9, & 10;' OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER.
BLOCK 4, LOTS 1 THRU 24 BLOCK 14, LOTS 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22
ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
BLOCK 5, LOTS 1 THRU 16 BLOCK 15, LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22
10.
THE ADJOINING PROPERTY OWNERS.''
SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH
BLOCK 6, LOTS 1 THRU 21 BLOCK 16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22
SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
BLOCK 7, LOT 1 BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22
THREE FEET OFFSET FROM THE BACK OF CURB SHALL IBE REQUIRED ON ONE SIDE OF ALL OTHER
BLOCK 8, LOTS 1 THRU 16 BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22
STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
BLOCK 9, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
BLOCK 10, LOTS 1 THRU 14 BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16
11.
EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH
OWNER/DEVELOPER• SURVEYOR ENGINEER' SCAL If- '
A
MU UNTREE PER ORDINANCE 3222. E• 1 -0V
12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS 3-D Development, LLC Brad Kerr RPLS No. 4502 MAY, 2010
PARKWAY AND ETONBURY AVENUE. PHILLIPS
13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE 4490 Castlegate Drive Kerr Surveying, LLC REVISED DECEMBER 2010
College Station, TX 77845 P.O. Box 269 ENGINEERING
ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS (979) 690-7250 College Station, TX 77841 Kent Laza, P.E.
WILL BEGIN WITH THE FIRST PHASE,AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A (979) 268-3195 4490 Castlegate Drive
PERMANENT ROUTE TO GREENS PRAIRIE ROAD IS CONSTRUCTED. THE ROUTE OF THIS ACCESS College Station, Texas 77845
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 (979) 690-3141 Fax: (979) 690-1041
EXISTING SECTIONS OF CASTLEGATE !SUBDIVISION. Firm #: 13130 SHEET 2 OF 6
14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 207.
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PRELIMINARY PLAT NOT FOR REC'ORID
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EXISTING CONTOUR (MAJOR)
EXISTING SANITARY SEWER LINE
-- --
EXISTING CONTOUR (MINOR)
" " EXISTING WATERLINE
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PLAT BOUNDARY
--- --- -- - - ---- PROPOSED
6" SANITARY SEWER LINE
IM ME ON IM
PHASE LINE -----
-= --- ----_ .._ ____ PROPOSED
8" SANITARY SEWER LINE
-I
LOT LINE ----
-:,----- ____-- PROPOSED
4" FORCE MAIN
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PROPERTY CORNER
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SEWER MANHOLE
--------------
EASEMENT LINE
---" `-----"-``-- PROPOSED
6" WATERLINE
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ROW LINE
._
.V. PROPOSED
8" WATERLINE
- '' ` -, __..- PROPOSED
12" WATERLINE
_ _ .__ .__ .,. ____ _ ,
PROPOSED SIDEWALK
6FH4 PROPOSED
FIRE HYDRANT
-----..__ _._
COMMON AREA
- "-- - - PROPOSED
STORM SEWER
,_= PROPOSED
STORM INLET
GENERAL NOTES: CASTLE%__T_t1L']vLE II SUBDIVISION
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD-83 TEXAS STATE PLANE COORDINATE 202.655 ACT32S
VICINITY MAP SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS1 MONUMENTED ON THE GROUND.
2.
THIS PROPERTY IS CURRENTLY ZONED R-1, EXCEPT FOR THE PARKLAND DEDICATION AREA, BLOCK 7
LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. PHILLIPS PARKWAY, WHICH IS ZONED A-0. WITH
ROBERT STEVENSON LEAGUE A-54
THE EXCEPTION OF BLOCK 7 LOT 1, THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING.
3.
THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
COLLEGE STATION, BRAZOS COUNTY, TEXAS
STATION AND FIELD SURVEY DATA.
4.
A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD; HAZARD AREA ACCORDING TO THE PENDING
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASEII NO. 10-06-0657P.
SECTION 101 =
11.1011 AC. SECTION 107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
5.
CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
SECTION 102
-
= 6.3816 AC. SECTION 200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
6.
STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE
7.
DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
SECTION 103 = 8.4091 AC. SECTION 201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
ASSOCIATON (HOA).
SECTION 104 = 9.5261 AC. SECTION 202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
8.
THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
SECTION 105 = 8.5501 AC. SECTION 203 = 20.7505 AC.
SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-208 SHALL BE BUILT
IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS MAY PROGRESS THROUGH ITS SEQUENCE
BLOCK 1, LOTS 1 THRU 17
BLOCK 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16
INDEPENDENTLY FROM THE OTHER. SECTION 200 AND FITS ASSOCIATED DETENTION POND MUST BE
BLOCK 2, LOTS 1 THRU 12
BLOCK 12, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-1071 CAN BE FILED.
BLOCK 3, LOTS 1 THRU 16
BLOCK 13, LOTS 1 THRU 10 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16
9.
IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC
BLOCK 4, LOTS 1 THRU 24
BLOCK 14, LOTS 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22
THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER.
BLOCK 5, LOTS 1 THRU 16
BLOCK 15, LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22
ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
BLOCK 6, LOTS 1 THRU 21
BLOCK 16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22
THE ADJOINING PROPERTY OWNERS.
BLOCK 7, LOT 1
BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22
10.
SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH
BLOCK 8, LOTS 1 THRU 16
BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22
SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND WI.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
BLOCK 9, LOTS 1 THRU 22
BLOCK 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16
THREE FEET OFFSET FROM THE BACK OF CURB SHALL II BE REQUIRED ON ONE SIDE OF ALL OTHER
BLOCK 10, LOTS 1 THRU 14
BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16
STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
OWNER/DEVELOPER:
SURVEYOR: ENGINEER: SCALE: 1 "-80'
11. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF Al LEAST 2 INCHES IN CALIPER OR ONE 4 INCH
CALIPER TREE PER ORDINANCE 3222.
3-D Development, LLC
Brad Kerr, RPLS No. 4502
PHILLIPS
MAY, 2010
12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS
4490 Castlegate Drive
Kerr Surveying, LLC
REVISED DECEMBER, 2010
PARKWAY AND ETONBURY AVENUE.
College Station, TX 77845
P.O. Box 269
ENGINEERING
13. A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE
(979) 690-7250
College Station, 77841
Kent Laza, P.E.
ROAD TO EACH SUCCESSIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS
(979) 268-3195
19
4490 Castlegate Drive
WILL BEGIN WITH THE FIRST PHASE,' AND BE EXTENDED! TO EACH SUBSEQUENT PHASE UNTIL A
College Station, Texas 77845
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
(979) 690-3141 Fax: (979) 690-1041
SHEET 3 OF 6
WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH
Firm #: 13130
EXISTING SECTIONS OF CASTLEGATE "SUBDIVISION.
14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 207.
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PLAT
NOT
FOR
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PRELIMINARY P
GENERAL NOTES:
CASTLE%._jy_11_rLE
f-_`1 A
11
SUBDIVISION
VICINITY MAP
1.
THE BEARING SYSTEM SHOWN HEREON IS REFERRED ITO THE NAD-83 TEXAS STATE PLANE COORDINATE
SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND.
ID _U�� S
202.655 AC1X_U_j
LEGEND
� ------- - I_- -,300-- --- - - --- - EXISTING CONTOUR (MAJOR) -----
'I,;,,-
EXISTING SANITARY SEWER LINE
2.
THIS PROPERTY IS CURRENTLY ZONED R-1, EXCEPT FOR THE PARKLAND DEDICATION AREA, BLOCK 7
LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. !PHILLIPS PARKWAY, WHICH IS ZONED A-0. WITH
LOCK 7 LOT 1, THE LOTS WILL !MEET THE REQUIREMENTS OF R-1 ZONING.
ROBERT STEVENSON
LEAGUE, A-54
_-, ---,-. - �,�_;_ _ --- --- __ _._
-, J I � I-' EXISTING CONTOUR (MINOR)
W_ EXISTING WATERLINE
3.
THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
COLLEGE
STATION, BRAZOS
COUNTY, TEXAS
-
�� __,.____ _____:1
PLAT BOUNDARY
E M = IN �
____
I PROPOSED 6" SANITARY SEWER LINE
4.
STATION AND FIELD SURVEY DATA.
A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING
SECTION 100
= 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
I �
PHASE LINE .- _� .... .. I—-
__. .,.-,--- PROPOSED 8" SANITARY SEWER LINE
ETT MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P.
SECT10N 101
= 11.1011 AC. SECTION 107
= 8.4062 AC. SECTION 205 = 8.9099 AC.
LOT LINE __ __1t________tt1_,____
� PROPOSED 4" FORCE MAIN
40
5.
CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
SECTION 102
= 6.3816 AC. SECTION 200
= 27.1691 AC. .SECTION 206 = 9.4288 AC.
0 �,
6.
STORM WATER RUNOFF DETENTION WILL BE PROVIDED1 BY THE PONDS WITHIN THIS SITE
SECTION 103
= 8.4091 AC. SECTION 201
= 14.9395 AC. SECTION 207 = 18.0302 AC.
----- EASEMENT LINE -'-------_-------
PROPOSED 6" WATERLINE
I
�
", 1
7.
DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
ASSOCIATON (HOA).
SECTION 104
= 9.5261 AC. SECTION 202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
______ , _____---
I ROW LINE
-;� - �-----_-
INE
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8.
THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
,
SECTION 105
= 8.5501 AC. SECTION 203
= 20.7505 AC.
__ - I � __
" I— � _11--
- I
____ ,_ � __ -
-
- PROPOSED 12" WATERLINE
, ,
�. ,_.,,�,�
_ ;�_��.�",
1�, I �, ,
',11_11�1�1��,�"�l ".
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-
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" - 17,
SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-208 SHALL BE BUILT
IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS I MAY PROGRESS THROUGH ITS SEQUENCE
BLOCK 1, LOTS 1 THRU 17
BLOCK 1 1, LOTS 1 THRU 16
BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16
4
--"'1-'-�"��--l.�-�-�--L-1-�"'--. 1_- PROPOSED SIDEWALK 0 FH4
I �il
,;,� q'- ,- -,
,,_',,"i��,: ,�i,,,�,,,,',_� t�
. ��
�i_` �� � �
INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE
BLOCK 2, LOTS 1 THRU 12
BLOCK 12, LOTS 1 THRU 1 1
BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16
I -1 L �, __ -1 -
� '_",
` �V_111 __ '__ "" `_ " � � �, I " � ' � .;, I , --- ,7 -
., 1, ,, "I COMMON AREA
- 'zi ---- �T --
-, I � I
I i -
1, ��
1�� �
I
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-107 CAN BE FILED.
BLOCK 3, LOTS 1 THRU 16
BLOCK 13, LOTS 1 THRU 1 0
BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16
_�'."�',
_-.��. _�,�,-_�.',", - ........ _____1._: . ... .. _.._.�
_ ___
�, 1, �
1 �11
I �,
9.
IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE AbJOINING TRACT OF LAND, THE CUL-DE-SAC
BLOCK 4, LOTS 1 THRU 24
BLOCK 14, LOTS 1 THRU 17
BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22
=
PROPOSED STORM INLET
I .
THAT AFFECTS LOTS 7, 8, 9, & TO OF BLOCK 31 SH HE ADJOINING DEVELOPER.
BLOCK 5, LOTS 1 THRU 16
BLOCK 15, LOTS 1 THkU 9
BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22
.
ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
BLOCK 6, LOTS 1 THRU 21
BLOCK 16, LOTS I THRU 17
BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22
THE ADJOINING PROPERTY OWNERS.
BLOCK 7, LOT 1
BLOCK 17, LOTS 1 THRU 16
BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22
I
10.
SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE� BACK OF CURB SHALL BE REQUIRED ON BOTH
BLOCK 8, LOTS 1 THRU 16
BLOCK 18, LOTS 1 THRU 16
BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22
PROJECT
SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND 1W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
BLOCK 9, LOTS 1 THRU 22
BLOCK 19, LOTS 1 THRU 16
BLOCK 29, LOTS 1 THRU 16
LOCATION
.---
THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER
BLOCK 10, LOTS 1 THRU 14
BLOCK 20, LOTS 1 THRU 18
BLOCK 30, LOTS 1 THRU 16
STREETS EXCEPT FOR TH A ITH NO! OUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
11
OWNER/DEVELOPER:
SURVEYOR:
-
ENGINEER: SCALE: 1"-80'
.
i
11.
EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF !AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH
-
RDINANCE 32�2.
3-D Development, LLC Brad Kerr, RPLS No. 4502
PHZLLZPS MAY, 2010
.
12.
THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS
4490 Castlegate Drive
Kerr Surveying, LLC
REVISED DECEMBER, 2010
ENGZNEERZNG
PARKWAY AND ETONBURY AVENUE.
College Station, TX 77845
P.O. Box 269
13.
A SECONDARY ACCESS ROADWAY WILL BE PROVIDED FOR EMERGENCY VEHICLES FROM GREENS PRAIRIE
I
(979) 690-7250
College Station, TX 77841
Kent Laza, P.E.
SIVE PHASE OF THE SUBDIVISION AS THEY ARE DEVELOPED. THIS ACCESS
1
(979) 268-3195
4490 Castlegate Drive
WILL BEGIN WITH THE FIRST PHASE, AND BE EXTENDED TO EACH SUBSEQUENT PHASE UNTIL A
College Station, Texas 77845
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
'
(979) 690-3141 Fax: (979) 690-1041
SHEET 4 OF 6
WHOLLY INDEPENDENT AND SEPARATE FROM THE PRIMARY ACCESS TO VICTORIA AVENUE THROUGH
,
Firm #: 13130
EXISTING SECTIONS OF CASTLEGATE, SUBDIVISION.
-
14.
THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUINCTION WITH SECTION 207.
I
2! �Z
K =
M
M 0
1 M -0
M P
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PRELIMINARY PLAT NOT FOR
M"
- --- -- -
EXISTING CONTOUR (MAJOR)
EXISTING SANITARY SEWER LINE
- } -
EXISTING CONTOUR (MINOR) 'r
EXISTING WATERLINE
PLAT BOUNDARY -- - - --- ---
PROPOSED
6" SANITARY SEWER LINE
PHASE LINE --- -- ----
PROPOSED
8" SANITARY SEWER LINE
- - - -
LOT LINE --- --- --
PROPOSED
4" FORCE MAIN
p
PROPERTY CORNER
PROPOSED
SEWER MANHOLE
--------------
EASEMENT LINE ---'' ` — ' " -
PROPOSED
6" WATERLINE
ROW LINE - "'--
PROPOSED
8" WATERLINE
"- -'
PROPOSED
12" WATERLINE
... _
PROPOSED SIDEWALK 0FH4
PROPOSED
FIRE HYDRANT
COMMON AREA - - - -- --
PROPOSED
STORM SEWER
PROPOSED
STORM INLET
VICINITY MAP
,0
PR\OJvE/CT
LOCATION ^Tm
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. THIS PROPERTY IS CURRENTLY ZONED R-1, EXCEPT FOR THE PARKLAND DEDICATION AREA, BLOCK 7
LOT 1, AND THE DETENTION AREA ADJACENT TO W.S. !PHILLIPS PARKWAY, WHICH IS ZONED A-0. WITH
THE EXCEPTION OF BLOCK 7 LOT 1, THE LOTS WILL !MEET THE REQUIREMENTS OF R-1 ZONING.
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE
STATION AND FIELD SURVEY DATA.
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. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
6. STORM WATER RUNOFF DETENTION WILL BE PROVIDED!! BY THE PONDS WITHIN THIS SITE
7. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
ASSOCIATON (HOA).
8. THE PHASES OF THIS SUBDIVISION SHALL BE CONSTRUCTED USING TWO INDEPENDENT SEQUENCES.
SECTIONS 100-107 SHALL BE BUILT IN NUMERICAL ORDER, AND SECTIONS 200-208 SHALL BE BUILT
IN NUMERICAL ORDER, BUT EITHER SET OF SECTIONS I MAY PROGRESS THROUGH ITS SEQUENCE
INDEPENDENTLY FROM THE OTHER. SECTION 200 AND ITS ASSOCIATED DETENTION POND MUST BE
BUILT BEFORE ANY FINAL PLATS IN SECTIONS 100-167 CAN BE FILED.
9. IF ODELL LANE IS EXTENDED SOUTHWARD INTO THE ADJOINING TRACT OF LAND, THE CUL-DE-SAC
THAT AFFECTS LOTS 7, 8, 9, & 10 OF BLOCK 31 SHALL BE REMOVED BY THE ADJOINING DEVELOPER.
ANY RIGHT-OF-WAY THAT IS DEEMED NO LONGER NECESSARY SHALL BE ABANDONED AND DEEDED TO
THE ADJOINING PROPERTY OWNERS.
10. SIX FOOT SIDEWALKS, THREE FEETOFFSET FROM THE 'BACK OF CURB SHALL BE REQUIRED ON BOTH
SIDES OF ETONBURY AVENUE, VICTORIA AVENUE, AND W.S. PHILLIPS PARKWAY. FIVE FOOT SIDEWALKS
THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON ONE SIDE OF ALL OTHER
STREETS EXCEPT FOR THOSE PERMANENTLY WITH NO 'JOUTLET. ADDITIONALLY, FOUR FOOT SIDEWALKS
SHALL BE REQUIRED IN ALL COMMON AREAS THAT SEPARATE RESIDENTIAL BLOCKS.
11. 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.
12. THE FOLLOWING THOROUGHFARES SHALL HAVE BIKE LANES: VICTORIA AVENUE, W.S. PHILLIPS
PARKWAY AND ETONBURY AVENUE.'!
13. 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.
14. THE LIFT STATION SHALL BE CONSTRUCTED IN CONJUNCTION WITH SECTION 207.
PRELIMINARY PLAT
CASTLEGATE II SUBDIVISION
202.655 ACRES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
SECTION 101 = 11.1011 AC. SECTION
107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
SECTION 102
= 6.3816 AC. SECTION
200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
SECTION 103
= 8.4091 AC. SECTION
201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
SECTION 104
= 9.5261 AC. SECTION
202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTION 105
= 8.5501 AC. SECTION
203 = 20.7505 AC.
BLOCK 1, LOTS 1 THRU 17
BLOCK 11, LOTS 1 THRU 16
BLOCK 21, LOTS 1 THRU 9
BLOCK 31, LOTS 1 THRU 16
BLOCK 2, LOTS 1 THRU 12
BLOCK 12, LOTS 1 THRU 11
BLOCK 22, LOTS 1 THRU 20
BLOCK 32, LOTS 1 THRU 16
BLOCK 3, LOTS 1 THRU 16
BLOCK 13, LOTS 1 THRU 10
BLOCK 23, LOTS 1 THRU 20
BLOCK 33, LOTS 1 THRU 16
BLOCK 4, LOTS 1 THRU 24
BLOCK 14, LOTS 1 THRU 17
BLOCK 24, LOTS 1 THRU 20
BLOCK 34, LOTS 1 THRU 22
BLOCK 5, LOTS 1 THRU 16
BLOCK 15, LOTS 1 THRU 9
BLOCK 25, LOTS 1 THRU 20
BLOCK 35, LOTS 1 THRU 22
BLOCK 6, LOTS 1 THRU 21
BLOCK 16, LOTS 1 THRU 17
BLOCK 26, LOTS 1 THRU 9
BLOCK 36, LOTS 1 THRU 22
BLOCK 7, LOT 1
BLOCK 17, LOTS 1 THRU 16
BLOCK 27, LOTS 1 THRU 16
BLOCK 37, LOTS 1 THRU 22
BLOCK 8, LOTS 1 THRU 16
BLOCK 18, LOTS 1 THRU 16
BLOCK 28, LOTS 1 THRU 20
BLOCK 38, LOTS 1 THRU 22
BLOCK 9, LOTS 1 THRU 22
BLOCK 19, LOTS 1 THRU 16
BLOCK 29, LOTS 1 THRU 16
BLOCK 10, LOTS 1 THRU 14
BLOCK 20, LOTS 1 THRU 18
BLOCK 30, LOTS 1 THRU 16
OWNER/DEVELOPER:
SURVEYOR:
ENGINEER:
SCALE: 1 "=80'
3-D Development, LLC Brad Kerr, RPLS No. 4502
PHILLIPS
MAY, 2010
4490 Castlegate Drive
College Station, TX 77845
Kerr Surveying, LLC
P.O. Box 269
ENGINEERING
REVISED DECEMBER, 2010
(979) 690-7250
College Station, TX 77841
Kent Laza, P.E.
(979) 268-3195
4490 Castlegate Drive
College Station, Texas 77845
(979) 690-3141 Fax: (979) 690-1041
SHEET 5 OF 6
Firm #: 13130
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-
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30' PIPELINE
20' ELECTRICAL
10' TELEPHONE
PIPELINE I
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EASEMENT
EASEMENT
EASEMENT
EASEMENT i
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21%218 & 216%4
-
1697/170
771/12
505/776
-----------------------------------
- ------ -----------------------------------
SEE INSET D
---------------------------------------------------------------------------------------------
- -----
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-------------------------
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- - - - - - - - - - - - - - - - - - - -
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PROPERTY LINE AS DEFINED
BY METES AND BOUNDS
FROM KERR SURVEYING
INSETB-
GREEDS
PRAIRIE R.O.W.
DEDICATION
I
rr
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C7
63.16'
625.50'
005' 47' 07"
31.61'
63.13'
S45' 09' WE
C2
52.96'
524.50'
005' 47' 07"
26.50'
52.94'
S45' 09' 58"E
C3
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C4
38.80
25.00'
088' 55' 31"
24.54'
35.02'
1 S02' 31' 13"E
C5
39.22'
25.00'
08W 52' 46"
24.95'
35.32'
N87' 00' WE
C6
39.27'
25.00'
089' 59' 44"
25.00'
35.35'
S86' 56' 37"W
C7
52.96'
524.50'
005' 47' 07"
26.50'
52.94'
N45' 09' 58"W
C8
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO2' 43' 36"E
C9
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S8T 16' 24"E
C10
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S18' 10' 43"E
C11
167.69'
50.00'
192' 09' 37"
469.40'
99.44'
S89' 50' 10"W
C12
21.03'
25.00'
048' 1 l' 23"
11.18'
20.41'
N1 T 51' 03"E
C13
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C14
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' 16"E
C15
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C16
39.27'
25.00'
09V 00' 00"
25.00'
35.36'
S03' 03' 16"E
C17
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 44"W
C18
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 17'W
C19
39.27'
25.00'
09V 00' 00"
25.00'
35.36'
N86' 56' 44"E
C20
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' 16"E
C21
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S66' 02' 26"W
C22
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 16"E
C23
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
NIT 51' 03"E
C24
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C25
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' WE
C26
21.03'
25.00'
048' 1123"
11.18'
20.41'
S66' 02' 26'W
C27
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 16"E
C28
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N17 51' 03"E
C29
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C30
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' WE
C31
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S66' 02' 26'W
C32
241.19'
50.00'
276' 22' 46'
44.72'
66.67'
S48' 03' WE
C33
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
NIT 51' 03"E
C34
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C35
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' WE
C36
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S66' 02' 26V
C37
241.19'
50.00'
276' 22' 46"
44.72'
66.67' 1
S48' 03' 16"E
C38
21.03' 1
25.00'
048' 11' 23"
11.18'
20.41'
NIT 51' 03"E
C39
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C40
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' WE
C41
21.03'
25.00'
048' 1l' 23"
11.18'
20.41'
S66' 02' 26"W
C42 1
241.19'
50.00' 1
276' 22' 46"
44.72'
66.67'
S48' 03' 16"E
C43
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N1 T 51' WE
C44
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C45
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' WE
C46
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOX 03' WE
C47
39.27'
25.00'
090' 00. 00"
25.00'
35.36'
N86' 56' 44"E
C48
36.75'
25.00'
084' 13' 09"
22.60'
33.53'
N00' 09' 50"W
C49
41.79'
25.00'
095' 46' 51"
27.66'
37.09'
S89' 50' 10'W
C50 1
39.27'
25.00' 1
090' 00' 00"
25.00'
35.36' 1
SOX 03' 16"E
C51
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C52
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 16"W
C53
80.26'
795.50'
005' 46' 51"
40.17'
80.23'
S45' 09' 50"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C54
41.79'
25.00'
095' 46' 51"
27.66'
37.09'
S89' 50' 10"W
C55
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S02' 43' 36V
C56
75.22'
745.50'
005' 46' 51"
37.64'
75.19'
S45' 09' 50"E
C57
1 39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C58
39.27'
25.00'
090' 00' 16"
25.00'
35.36'
NO3' 03' 23"W
C59
63.16'
625.50'
005' 47' 07"
31.61'
63.13'
S45' 09' WE
C60
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N87* 16' 24"W
C61
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' 16"E
C62
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C63
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 16V
C64
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 44"W
C65
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOT 03' WE
C66
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C67
60.43'
280.00'
012' 22' 01"
30.34'
60.32'
S48' 07' 44"W
C68
43.20'
252.50'
009' 48' 12"
21.65'
43.15'
N49' 24' 38"E
C69
40.39'
25.00'
09Z 33' 48"
26.14'
36.14'
NOV 46' 22"W
C70
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 44"W
C71
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' WE
C72
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 44"E
C73
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 16"W
C74
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 44"W
C75
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' WE
C76
37.98'
25.00'
08T 01' 58"
23.74'
34.43'
N88' 25' 45"E
C77
165.46'
613.50'
015' 27' 09"
83.24'
164.96'
S5Z 38' 21 "W
C78
172.52'
536.50'
018' 25' 27"
87.01'
171.78'
S51' 09' 12"W
C79
39.27'
25.00'
09V 00' 00"
25.00'
35.36'
S03' 03' 31 "E
C80
39.27'
25.00'
089' 59' 44"
25.00'
35.35'
N86' 56' 37"E
C81
39.27'
25.00'
09V 00' 00"
25.00'
35.36'
NO3' 03' 16V
C82
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N7Z 08' 57"W
C83
163.01'
50.00'
186' 48' 05"
841.43'
99.82'
NO2' 50' 36V
C84
19.96'
25.00'
045 44' 02"
10.54'
19.43'
N6T 41' WE
C85
50.10'
302.50'
009' 29' 20"
25.11'
50.04'
N49' 34' WE
C86
49.64'
230.00'
012' 22' 00"
24.92'
49.55'
S48' 07' 44"W
C87
31.73'
25.00'
072' 43' 23"
18.41'
29.64'
SOT 17' 21 "W
C88
137.79'
536.50'
014' 42' 54"
69.27'
137.41'
S53' 00' 29'W
C89
197.21'
613.42'
018' 25' 12"
99.46'
196.36'
S51' 09' 00"W
C90
22.64'
25.00'
051' 52' 42"
12.16'
21.87'
S67' 52' 50V
C91
53.56'
3000.00'
001' 01' 23"
26.78'
53.56'
N47' 32' 50V
C92
39.27'
25.00'
09V 00' 00"
25.00'
35.36'
NO3' 03' 31 "W
C93
94.54'
275.00'
01 9* 41' 47"
47.74'
94.07'
N32' 05' 35"E
C94
77.35'
225.00'
019' 41' 47"
39.06'
76.97'
N32' 05' 35"E
C95 1
39.27'
25.00'
09V 00' 00"
25.00' 1
35.36'
N86' 56' 29"E
C96
114.22'
175.00'
03T 23' 50"
59.23'
112.21'
S21' 45' 26"E
C97
73.07'
99.24'
04Z 11' 06"
38.28'
71.43'
S24' 14' 09"E
C98
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29'W
C99
77.35'
225.00'
01 9* 41' 47"
39.06'
76.97'
S32' 05' 35'W
C100
30.68'
25.00'
070' 18' 13"
17.60'
28.79'
S12' 54' 25"E
C701
39.27'
25.00'
08W 59' 51"
25.00'
35.35'
S86' 56' 49"W
C102
54.69'
225.44'
013' 53' 59'
27.48'
54.56'
N10' 00' 59V
C103
30.07'
25.00'
068' 54' 34"
17.15'
28.29'
SIT 29' 19V
C104
39.28'
225.00'
010' 00' 07"
19.69'
39.23'
N46' 56' 32"E
C105
21.03'
25.00'
048' 11' 23"
11.18' 1
20.41'
N66' 02' 1WE
C106
162.65'
50.00'
186' 22' 46"
897.21' 1
99.85'
S03' 03' 31 "E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C107
21.03'
25.00'
048' 1l' 23"
11.18'
20.41'
N72' 09' 13'W
C108
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31 "W
C109
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C110
39.27'
25.00'
090' 00' 16"
25.00'
35.36'
S03' 03' 23"E
C111
24.90'
175.00'
008' 09' 11"
12.47'
24.88'
S46' 01' 04"W
Cl 12
21.72'
13.50'
09Z 09' 47"
14.02'
19.45'
N83' 49' 27"W
Cl 13
40.51'
225.00'
010' 18' 57"
20.31'
40.46'
N42' 54' 02"W
Cl 14
1 39.27'
25.00'
090' 00' 00"
25.00'
1 35.36'
NO3' 03' 31 "W
C115
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
Cl 16
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' 31 "E
Cl 17
42.90'
25.00'
098' 18' 59"
28.92'
37.83'
S82' 46' 59"W
Cl 18
39.92'
275.00'
008' 18' 59'
19.99'
39.88'
S3T 46' 59"W
C119
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOX 03' WE
C120
39.27'
25.00'
090' 00' 00'
25.00'
35.36'
N86' 56' 29"E
C121
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31'W
C122
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C123
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 33V
C124
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31 V
C125
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C126
1 39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOX 03' 31"E
C127
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C128
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' 31"E
C129
46.54'
536.50'
004' 58' 12"
23.28'
46.52'
S50' 32' 37"E
C130
54.11'
613.50'
005' 03' 13"
27.07'
54.09'
S50' 30' 07"E
C131
39.25'
25.00'
089' 57' 49"
24.98'
35.34'
N8T 02' 37"E
C132
39.32'
25.00'
090' 07' 14"
25.05'
35.39'
NO2' 59' 54V
C133
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C134
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S17* 50' 47"W
C135
158.31'
50.00'
181' 24' 34"
4064.97'
99.99'
N84' 27' 23"E
C136
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N28' 56' 02"W
C137
19.52'
225.00'
004' 58' 12"
9.76'
19.51'
N50' 32' 37V
C138
39.27'
25.00'
090, 00' 00"
25.00'
35.36'
S86' 56' 29"W
C139
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31 V
C140
15.18'
175.00'
004' 58' 12"
7.59'
15.18'
N50' 32' 37"W
C141
37.10'
25.00'
085 01' 48"
22.92'
33.79'
SW 27' 22'W
C142
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOX 03' 31"E
C143
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C144
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' WE
C145
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29"E
C146
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31"W
C147 1
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C148
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOX 03' 31 "E
C149
39.27'
25.00'
090' 00' 00"
25.00' 1
35.36'
N86' 56' 29"E
C150
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31 "W
C151
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C152
39.27' 1
25.00'
090' 00' 00"
25.00'
35.36'
SOX 03' 31"E
C153
21.03'
25.00'
048' 1l' 23"
11.18'
20.41'
S72' 09' WE
C154
162.65'
50.00'
186' 22' 46"
897.21' 1
99.85'
NO3' 03' 31 "W
C155
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S66' 02' 10V
C156
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOX 03' 31 "E
C157
39.22' 1
25.00'
089' 52' 46"
24.95'
35.32'
N87- 00' 06"E
C158
39.32' 1
25.00'
090' 07' 14"
25.05'
35.39'
NO2' 59' 54'W
C159
39.27' 1
25.00'
090' 00' 00"
25.00' 1
35.36'
S86' 56' 29"W
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD "!
CHORD BEARING
C160
39.27'
25.00'
08W 59' 44"
25.00'
35.35'
S86' 56' 37"W
C161
39.27'
25.00'
090' 00' 00"
25.00'
35.36' ''!
NO3' 03' 31 V
C162
21.03'
25.00'
048' 11' 23"
11.18'
20.41' ''I
N66' 02' 10"E
C163
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31 "E
C164
21.03'
25.00'
048' 11' 23"
11.18,
20.41'
SIT 50' 47"W
C165
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C166
39.27'
25.00'
09V 00' 00"
25.00'
35.36'
NO3' 03' 31'W
C167
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C168
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31"E
C169
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
SIT 50' 47"W
C170
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C171
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31'W
C172
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C173
94.41'
50.00'
108' 1l' 23"
69.06'
81.00'
N36' 02' 10"E
C174
94.41'
50.00'
108' 11' 23"
69.06'
81.00'
S47* 50' 47"W
C175
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S1 T 50' 47"W
C176
39.27'
25.00'
090' 00' 00"
25.00'
35.36' "
S86' 56' 29"W
C177
39.27'
25.00'
09V 00' 00"
25.00'
35.36'
NO3' 03' 31'W
C178
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C179
241.19'
50.00'
276' 22' 46'
44.72'
66.67'
S48' 03' 31"E
C180
21.03'
25.00'
048' 1l' 23"
11.18'
20.41'
S17' 50' 47"W
C181
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C182
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31 "W
C183
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C184
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31"E
C185
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
S17 50' 47"W
C186
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C187
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31 "W
C188
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C189
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31 "E
C190
21.03'
25.00'
048' 1V 23"
11.18'
20.41'
SIT 50' 47"W
C191
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C192
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31'W
C193
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
N66' 02' 10"E
C194
241.19'
50.00'
276' 22' 46"
44.72'
66.67'
S48' 03' 31"E
C195
21.03'
25.00'
048' 11' 23"
11.18'
20.41'
SIT 50' 47"W
C196
37.39'
25.00'
085' 40' 53"
23.18'
34.00'
S84' 46' 55"W
C197
6.97'
613.50'
000' 39' 04"
3.49'
6.97'
N52' 42' 11"W
C198
47.23'
536.50'
005' 02' 40"
23.63'
47.22'
N50' 30' 23"W
C199
39.29'
25.00'
09V 02' 48"
25.02'
35.37'
NO2' 57' 39'W
C200
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S03' 03' 31 "E
C201
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
S86' 56' 29"W
C202
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
N86' 56' 29'E
C203
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
NO3' 03' 31 "W
C204
39.27'
25.00'
090' 00' 00"
25.00'
35.36'
SOX 03' 31 "E
C205
39.27'
25.00'
09V 00' 00"
25.00'
35.36' 1
N86' 56' 29"E
C206
39.27'
25.00'
090' 00' 00"
25.00' 1
35.36' 1
NO3' 03' 31 "1N
C207
39.27' 1
25.00'
090' 00' 00"
25.00' 1
35.36' 1
S86' 56' 29"W
LINE TABLE
LINE #
LENGTH
BEARING
L26
25.00'
N41' 56' 29"E
L27
24.49'
S41' 56' 33"W
L28
25.05'
N4T 03' 42"E
L29
41.39'
N48' 03' 31'W
L30
70.00'
N4T 43' 36"E
L31
70.55'
S48' 03' 16"E
1.32
70.55'
S48' 03' WE
L33
70.55'
N48' 03' 16"W
L34
51.34'
S42' 16' 24"E
L35
70.00'
S47' 43' 36"W
L36
51.68'
N42' 16' 24"W
L37
69.99'
N41' 56' 44"E
L38
48.57'
N42' 16' 24'W
L39
60.13'
N48' 03' 16"W
L40
70.00'
N41' 56' 44"E
L41
130.36'
N60' 21' 56"E
L42
71.41'
S49 03' 16"E
L43
83.26'
S41' 56' 44"W
L44
70.55'
N48' 03' 16V
L45
70.55'
S48' 03' WE
L46
70.55'
S48' 03' WE
L47
70.55'
S48' 03' 16"E
L48
78.50'
N48' 03' 31 "W
L49
31.66'
NO3' 03' 31 "W
L50
31.66
S03' 03' 31 "E
L51
80.00'
N41' 56' 29"E
L52
80.00'
S41' 56' 29"W
L53
80.00'
N41' 56' 29"E
L54
80.00'
S41' 56' 29"W
L55 1
81.17'
S41' 56' 29"W
L56
81.17'
S41' 56' 29"W
L57
81.17'
N41' 56' 29"E
L58
17.06'
S41' 56' 29"W
L59
84.38'
N41' 56' 29"E
L60
70.00'
S48' 03' 31 "E
L61
84.38'
N41' 56' 29"E
L62
70.00'
S48' 03' 31"E
L63
53.90'
N20' 01' 30"E
L64 1
53.90' 1
N20' 01' 30"E
LEGEND
40 20 0 40
SCALE IN FEET
INSET D
*NO ENCROACHMENT INTO BTU EASEMENT
,
,' PROPOSED R.O.W. DEDICATION
EXISTING GREENS PRAIRIE ROAD
PRELIMINARY
NOT FOR RECORD
PRELIMINARY
PLAT
CASTLEviTE AII SUBDIVISION
202.655 ACRES
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SECTION 100 = 13.0713 AC. SECTION 106 = 8.4478 AC. SECTION 204 = 10.6208 AC.
SECTION 101 = 11.1011 AC. SECTION 107 = 8.4062 AC. SECTION 205 = 8.9099 AC.
SECTION 102 = 6.3816 AC. SECTION 200 = 27.1691 AC. SECTION 206 = 9.4288 AC.
SECTION 103 = 8.4091 AC. SECTION 201 = 14.9395 AC. SECTION 207 = 18.0302 AC.
SECTION 104 = 9.5261 AC. SECTION 202 = 6.6193 AC. SECTION 208 = 12.2928 AC.
SECTION 105 = 8.5501 AC. SECTION 203 = 20.7505 AC.
BLOCK 1, LOTS 1 THRU 17 BLOCK 11, LOTS 1 THRU 16 BLOCK 21, LOTS 1 THRU 9 BLOCK 31, LOTS 1 THRU 16
BLOCK 2, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 11 BLOCK 22, LOTS 1 THRU 20 BLOCK 32, LOTS 1 THRU 16
BLOCK 3, LOTS 1 THRU 16 BLOCK 13, LOTS 1 THRU 10 BLOCK 23, LOTS 1 THRU 20 BLOCK 33, LOTS 1 THRU 16
BLOCK 4, LOTS 1 THRU 24 BLOCK 14, LOTS 1 THRU 17 BLOCK 24, LOTS 1 THRU 20 BLOCK 34, LOTS 1 THRU 22
BLOCK 5, LOTS 1 THRU 16 BLOCK 15, LOTS 1 THRU 9 BLOCK 25, LOTS 1 THRU 20 BLOCK 35, LOTS 1 THRU 22
BLOCK 6, LOTS 1 THRU 21 BLOCK 16, LOTS 1 THRU 17 BLOCK 26, LOTS 1 THRU 9 BLOCK 36, LOTS 1 THRU 22
BLOCK 7, LOT 1 BLOCK 17, LOTS 1 THRU 16 BLOCK 27, LOTS 1 THRU 16 BLOCK 37, LOTS 1 THRU 22
BLOCK 8, LOTS 1 THRU 16 BLOCK 18, LOTS 1 THRU 16 BLOCK 28, LOTS 1 THRU 20 BLOCK 38, LOTS 1 THRU 22
BLOCK 9, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 16 BLOCK 29, LOTS 1 THRU 16
BLOCK 10, LOTS 1 THRU 14 BLOCK 20, LOTS 1 THRU 18 BLOCK 30, LOTS 1 THRU 16
OWNER/DEVELOPER: SURVEYOR: ENGINEER: SCALE: 1 "=80'
3-D Development, LLC Brad Kerr, RPLS No. 4502 PHILLIPS MAY, 2010
4490 Castlegate Drive Kerr Surveying, LLC REVISED DECEMBER, 2010
College Station, TX 77845 P.O. Box 269 ENGINEERING
(979) 690-7250 College Station, TX 77841 Kent Laza, P.E.
(979) 268-3195 4490 Castlegate Drive
College Station, Texas 77845
...
(979)690-3141 Fax: (979) 690-1041
Firm #: 13130 SHEET 6 OF 6
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