HomeMy WebLinkAboutGREENS PRAIRIE RESERVE SEC4 PH403PLAT NOTES:
1. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0325E, REVISED
DATE: 05-16-2012.
2. BASIS BEARING: THE COORDINATES AND BEARING SYSTEM SHOWN HEREON ARE NAD 83 (TEXAS STATE PLANE, CENTRAL ZONE No. 4203 GRID
NORTH). DISTANCES SHOWN HEREON ARE SURFACE, AND MAY BE BROUGHT TO GRID BY MULTIPLYING BY A SCALE FACTOR (0.999913918).
3. ALL CORNERS, ANGLE POINTS, AND POINTS OF CURVATURE IN R.O.W.s ARE MONUMENTED BY 1/2 INCH IRON RODS, WITH BLUE PLASTIC CAP STAMPED
"KERR SURVEYING", UNLESS OTHERWISE NOTED.
4. BUILDING SETBACKS WILL BE IN ACCORDANCE WITH THE BASE ZONING OF THE SUBJECT PROPERTY (ZONED POD WITH A BASE ZONING OF "RS" -
RESTRICTED SUBURBAN - BLOCK 42 BEING TYPE 1 AND BLOCKS 38, 40, 41 & 43 BEING TYPE 2). "RS" - CLUSTER DEVELOPMENT SETBACKS ARE
GENERALLY AS FOLLOWS.
• FRONT & REAR SETBACK = 0'.
• SIDE SETBACK = 10' BETWEEN BUILDING STRUCTURES.
• BASE ZONING SETBACKS DO NOT APPLY TO PERIMETER LOTS SEPARATED FROM ADJACENT PROPERTIES BY OPEN SPACE/HOA AREA THAT ARE 20' OR
GREATER.
• REAR SETBACK = 20' (BLOCK 27, LOTS 6 - 12).
5. DISTANCES SHOWN ON CURVES, AND LABELED AS "C", ARE CHORD LENGTHS.
6. THE WATER SUPPLY, STREETS, STORM SEWER, SIDEWALKS AND SANITARY SEWER FOR THIS DEVELOPMENT WILL BE DEDICATED TO THE CITY OF COLLEGE
STATION (CoCS) AND WILL BE DESIGNED AND CONSTRUCTED TO THE CoCS SPECIFICATION &STANDARDS. WATERLINES WILL PROVIDE THE REQUIRED FUTURE GREENS PRAIRIE
FLOW TO HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS.
7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE PROVIDED AS RESERVE
REQUIRED BY B.T.U. BY SEPARATE INSTRUMENT.
8. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH SECTION 12-8.3.R OF THE CoCS UNIFIED DEVELOPMENT
ORDINANCE.
9. PARKING WILL BE PROHIBITED WITHIN THE LIMITS OF THE CUL-DE-SAC BULB OF CATTAIL COVE AND SUDDENBREEZE DRIVE. SUFFICIENT LOT FRONTAGE IS
PROVIDED AT ALL OTHER LOCATIONS.
10. THIS SURVEY PLAT WAS PREPARED TO REFLECT THE TITLE REPORT (GF NO. M2633) AND 'UPDATED NOTHING FURTHER LETTER" DOCUMENTS
(06-21-2018; 04-24-2020; 08-03-2020; 01-19-2021; 03-18-2022; 07-06-2022; 10-27-2022; 02-20-2024; 06-05-2024; 12-11-2024)
PREPARED BY LAWYERS TITLE COMPANY. ITEMS LISTED ARE THE ONLY ITEMS ON SAID DOCUMENTS THAT APPLY TO THE SUBJECT TRACT:
• (141/513) BLANKET RIGHT OF WAY EASEMENT TO THE CITY OF BRYAN DOES APPLY TO THIS TRACT. 20' WIDE EASEMENT FOR ELECTRIC LINES IS
NOT DESCRIBED AND IS NOT SHOWN HEREON.
• ALL OTHER ITEMS DO NOT AFFECT THIS TRACT OR ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT.
11. THE MINIMUM FINISH FLOOR ELEVATIONS (F.F.E.) ARE REQUIRED TO SEWER THE LOT.
HOME OWNER'S ASSOCIATION NOTES:
1. ALL REFERENCES MADE TO THE HOME OWNER'S ASSOCIATION (HOA) SHALL BE DEFINED AS "GREENS PRAIRIE RESERVE COMMUNITY ASSOCIATION, INC.".
ACTIVITIES AND RESPONSIBILITIES OF THE HOA ARE OUTLINED IN THE COVENANTS, CONDITIONS & RESTRICTIONS (CCRs) OF THE SUBDIVISION. \
2. COMMON AREAS ARE NON -BUILDABLE AND ARE RESTRICTED FOR USE ONLY BY THE HOMEOWNERS AND THEIR ACCOMPANIED GUESTS UNLESS OTHERWISE
SPECIFIED WITH A PUBLIC ACCESS EASEMENT. MAINTENANCE OF COMMON AREAS AND ALL FLATWORK THEREIN (SIDEWALKS, FLUMES, DRAINAGE,
HEADWALLS, ETC...) WILL BE BY THE HOA AS OUTLINED IN THE CCRs.
3. AREAS NOTED AS PRESERVATION AREAS WILL NOT BE REGULARLY MOWED. THESE AREAS ARE INTENDED TO BE LEFT IN A NATURAL STATE WITH THE
EXCEPTION THAT A 2' (MINIMUM) STRIP ADJACENT TO THE RESIDENTIAL LOTS, AND A 2' STRIP ON EITHER SIDE OF THE TRAILS, ARE TO BE REGULARLY
MOWED AND MAINTAINED BY THE HOA AS OUTLINED IN THE CCRs.
4. PRIVATE DRAINAGE SWALES, DETENTION FACILITIES AND STORM SEWER BEYOND THE LIMITS OF THE RIGHT-OF-WAY WILL BE MAINTAINED BY THE HOA AS
OUTLINED IN THE CCRs. DRAINAGE STRUCTURES WILL BE PLACED TO DENOTE THE DIVISION OF MAINTENANCE RESPONSIBI U TIES.
EASEMENT NOTES:
1. A PUBLIC MAINTENANCE EASEMENT (PME) PROVIDES ACCESS TO THE PUBLIC FOR THE INSPECTION, REPAIR, MAINTENANCE, RECONSTRUCTION,
MODIFICATION AND REMOVAL OF THE UTILITY FACILITIES THAT ARE LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE PME. NO UTILITY
FACILITIES OR PERMANENT STRUCTURES MAY BE CONSTRUCTED WITHIN A PME EXCEPT THAT (A) WHERE A BTU/FO EASEMENT CROSSES A PME, THE
FACILITIES CONTEMPLATED BY SUCH EASEMENT INSTRUMENT MAY BE CONSTRUCTED, AND (B) THE OWNER OF A LOT MAY CONSTRUCT AND INSTALL
DRIVEWAYS, LANDSCAPE BORDERS, WALKWAYS, IRRIGATION AND LIGHTING, AND FACILITIES INCIDENTAL THERETO WITHIN THE PME ON SUCH LOT.
2. A PUBLIC MAINTENANCE EASEMENT/ATMOS EASEMENT (PME/AE): (1) PROVIDES ACCESS TO THE PUBLIC FOR INSPECTION, REPAIR, MAINTENANCE,
RECONSTRUCTION, MODIFICATION AND REMOVAL OF THE UTILITY FACILITIES THAT ARE LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE
PME/AE; AND (11) PROVIDES A LOCATION FOR ATMOS GAS FACILITIES TO BE INSTALLED, MAINTAINED, REPAIRED AND REPLACED WITHIN THE FIVE (5)
FEET OF THE PME/AE LYING FURTHEST FROM THE ADJACENT PUBLIC RIGHT-OF-WAY. NO UTILITY FACILITIES OR PERMANENT STRUCTURES MAY BE
CONSTRUCTED WITHIN A PME/AE EXCEPT THAT (A) ATMOS GAS FACILITIES MAY BE CONSTRUCTED AS DESCRIBED ABOVE, (B) WHERE A BTU/FO
EASEMENT CROSSES A PME, THE FACILITIES CONTEMPLATED BY SUCH EASEMENT INSTRUMENT MAY BE CONSTRUCTED, AND (C) THE OWNER OF A LOT
MAY CONSTRUCT AND INSTALL DRIVEWAYS, LANDSCAPE BORDERS, WALKWAYS, IRRIGATION AND LIGHTING, AND FACILITIES INCIDENTAL THERETO WITHIN THE
PME ON SUCH LOT.
3. AREAS DENOTED FOR PRIVATE TRAILS OR BTU/FO ACCESS SHALL ALSO ALLOW FOR PLACEMENT OF PUBLIC WATER AND PUBLIC SEWER (WHERE
DELINEATED BY PUE) AND PRIVATE STORM DRAINAGE SYSTEMS.
4. ALL UTILITY EASEMENTS MUST BE KEPT CLEAR OF ALL BRUSH, TREES, LANDSCAPING OR PERMANENT STRUCTURES.
FIELD NOTES DESCRIPTION
OF A
15.588 ACRE TRACT
WIWAM CLARK SURVEY, ABSTRACT No. 101
COLLEGE STATION, BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 15.588 ACRES IN THE WILLIAM CLARK SURVEY, ABSTRACT 101, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A
PORTION OF THE REMAINDER OF A CALLED 368.57 ACRE TRACT CONVEYED TO OGC CNO JV, LLC IN VOLUME 13744, PAGE 240 OF THE OFFICIAL PUBLIC
RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 15.588 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 3/8 INCH IRON ROD FOUND MARKING AN INTERIOR CORNER OF THE REMAINDER OF A CALLED 230.13 ACRE TRACT DESCRIBED IN A DEED
TO JERRY P. WINDHAM IN VOLUME 763, PAGE 656 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) MARKING A WEST CORNER OF SAID
REMAINDER OF CALLED 368.57 ACRE TRACT;
THENCE, WITH THE COMMON LINES OF SAID WINDHAM TRACT AND SAID OGC CNO JV, LLC TRACT FOR THE FOLLOWING TWO (2) COURSES AND DISTANCES:
1) N 44' 15' 25" E A DISTANCE OF 335.35 FEET TO AN 8 INCH TREATED FENCE CORNER POST FOUND;
2) N 43' 57' 28" W A DISTANCE OF 934.85 FEET;
THENCE, SEVERING SAID OGC CNO JV, LLC TRACT FOR THE FOLLOW4NG FIFTEEN (15) COURSES AND DISTANCES:
1) N 31' 43' 24" E A DISTANCE OF 220.83 FEET,
2) N 75' 50' 00" E A DISTANCE OF 130.17 FEET;
3) S 65' 36' 42" E A DISTANCE OF 116.05 FEET;
4) S 38' 00' 40" E A DISTANCE OF 70.51 FEET;
5) S 04' 16' 41" E A DISTANCE OF 52.03 FEET;
6) S 30' 58' 32" E A DISTANCE OF 142.20 FEET;
7) S 43' 49' 27" W A DISTANCE OF 109.00 FEET;
8) WITH A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 975.00 FEET, AN ARC LENGTH OF 135.03 FEET, A DELTA ANGLE OF 07- 56' 07",
AND A CHORD WHICH BEARS S 50' 08' 37" E A DISTANCE OF 134.93 FEET;
9) S 54' 06' 40" E A DISTANCE OF 65.00 FEET;
10)WITH A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 945.00 FEET, AN ARC LENGTH OF 349.10 FEET, A DELTA ANGLE OF 21- 09' 59", AND A
CHORD WHICH BEARS S 43' 31' 41" E A DISTANCE OF 347.12 FEET;
11)S 76' 03' 03" E A DISTANCE OF 36.05 FEET;
12)N 60' 05' 13" E A DISTANCE OF 48.50 FEET,
13)WITH A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 775.00 FEET, AN ARC LENGTH OF 183.85 FEET, A DELTA ANGLE OF 13- 35' 32", AND A
CHORD WHICH BEARS N 53' 17' 27" E A DISTANCE OF 183.42 FEET;
14)N 43' 30' 19" W A DISTANCE OF 116.86 FEET,
15)S 74' 13' 56" W A DISTANCE OF 52.98 FEET TO A 1/2 INCH IRON ROD FOUND (ALL 1/2 INCH IRON RODS FOUND WITH BLUE PLASTIC CAP STAMPED
'KERR SURVEYING" UNLESS OTHERWISE NOTED) MARKING THE SOUTH CORNER OF LOT 7, BLOCK 36, GREENS PRAIRIE RESERVE, SECTION 6, PHASE 601
FILED IN VOLUME 19882, PAGE 53 (OPRBCT);
THENCE, WITH THE EXTERIOR BOUNDARY OF SAID PHASE 601 (19882/53 OPRBCT) FOR THE FOLLOWING THREE COURSES AND DISTANCES:
1) N 41' 12' 08" E A DISTANCE OF 434.59 FEET TO A 1/2 INCH IRON ROD FOUND;
2) N 03' 47' 52" W A DISTANCE OF 33.80 FEET TO A 1/2 INCH IRON ROD FOUND;
3) S 55' 43' 18" E A DISTANCE OF 12.92 FEET TO A 1/2 INCH IRON ROD FOUND;
THENCE, WITH THE SOUTHWEST RIGHT-OF-WAY OF CORAL RIVER ROAD (50' WiDE RIGHT-OF-WAY, 19882/53 OPRBCT) WITH THE EXTERIOR OF SAID PHASE
601 AND GREENS PRAIRIE RESERVE, SECTION 4, PHASE 402 FILED IN VOLUME 19382, PAGE 210, WITH A TANGENT CURVE TO THE RIGHT HAVING A RADIUS
OF 550.00 FEET, AN ARC LENGTH OF 129.98 FEET, A DELTA ANGLE OF 13' 32' 27", AND A CHORD WHICH BEARS S 48' 57' 04" E A DISTANCE OF 129.68
FEET TO A 1/2 INCH IRON ROD FOUND;
THENCE, WITH SAID EXTERIOR OF PHASE 402 FOR THE FOLLOWING FIVE (5) COURSES AND DISTANCES:
1) S DO. 15' 56" E A DISTANCE OF 37.96 FEET TO A 1/2 INCH IRON ROD FOUND;
2) S 40' 20' 37" W A DISTANCE OF 11.30 FEET TO A 1/2 INCH IRON ROD FOUND;
3) S 49' 39' 23" E A DISTANCE OF 50.00 FEET TO A 1/2 INCH IRON ROD FOUND;
4) S 86' 17' 40" E A DISTANCE OF 29.84 FEET TO A 1/2 INCH IRON ROD FOUND;
5) WITH A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 550.01 FEET, AN ARC LENGTH OF 122.19 FEET, A DELTA ANGLE OF 12- 43' 44",
AND A CHORD WHICH BEARS S 25' 15' 56" E A DISTANCE OF 121.94 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE NORTH CORNER OF
COMMON AREA A (19382/210 OPRBCT); FOR REFERENCE THE CITY OF COLLEGE STATION MONUMENT CS94-136 BEARS S 51' 50' 34" E A DISTANCE
OF 4,007.62 FEET;
THENCE, WITH THE NORTHWEST LINE OF SAID COMMON AREA A AND OF COMMON AREA D DEPICTED ON THE PLAT OF GREENS PRAIRIE RESERVE, SECTION 4,
PHASE 401B FILED IN VOLUME 19151, PAGE 85 (OPRBCT), S 40' 20' 37" W A DISTANCE OF 590.88 FEET TO A 1/2 INCH IRON FOUND;
THENCE, WITH SAID COMMON AREA D FOR THE FOLLOWING SEVEN (7) COURSES AND DISTANCES:
1) S 46' 02' 16" E A DISTANCE OF 36.14 FEET TO A 1/2 INCH IRON FOUND;
2) S 13' 06' 00" E A DISTANCE OF 186.03 FEET TO A 1/2 INCH IRON FOUND;
3) S 17' 35' 19" W A DISTANCE OF 78.01 FEET TO A 1/2 INCH IRON FOUND;
4) S 48' 26' 46" W A DISTANCE OF 139.53 FEET TO A 1/2 INCH IRON FOUND;
5) N 84- 52' 47" W A DISTANCE OF 113.18 FEET TO A 1/2 INCH IRON FOUND;
6) S 25' 14' 54" W A DISTANCE OF 5.33 FEET TO A 1/2 INCH IRON FOUND;
7) S 41' 25' 47" W A DISTANCE OF 165.30 FEET TO A 1/2 INCH IRON FOUND ON A NORTHEAST LINE OF SAID WINDHAM TRACT MARKING THE WEST
CORNER OF SAID COMMON AREA D;
THENCE, WITH SAID NORTHEAST LINE OF WINDHAM TRACT AND A SOUTHWEST LINE OF SAID OGC CNO JV, LLC TRACT, N 48' 34' 15" W A DISTANCE OF
406.38 FEET TO THE POINT OF BEGINNING HEREOF AND CONTAINING 15.588 ACRES OF LAND, MORE OR LESS. SURVEYED ON THE GROUND IN 2022, 2024,
AND 2025 UNDER MY SUPERVISION.
NOW OR FORMERLY
OGC CNO JV, LLC
REMAINDER OF CALLED 368.57 ACRE TRACT
(VOL. 13744, PG. 240)
NOW OR FORMERLY
JERRY P. WINDHAM
REMAINDER OF A CALLED
230.13 ACRE TRACT
VOL. 763, PG. 656
NOW OR FORMERLY
JERRY P. WINDHAM
REMAINDER OF A CALLED
230.13 ACRE TRACT
VOL. 763, PG. 656
GREENS , u
PRAIRIE �o�'/ / `
RESERVE i tee`'</
`\ \
SECTION 6, ' ` \ \ ` y
PHASE 602 01
VOL. 20230, PG.
\ \ y� \
\ \ \ /
\ \ Quo \
\� GREENS `
- , Xl\\ PRAIRIE `\
RESERVE \
%\ I SECTION 6,
\ PHASE 601
VOL. 19882, PG. 53
'�o Y 40
GREENS PRAIRIE
RESERVE
SECTION 4, PHASE 401 B
VOL. 19151, PG. 85
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I OGC CNO JV, LLC. OWNER AND DEVELOPER OF THE LAND SHOWN ON THIS PLAT, AND
DESIGNATED HEREIN AS THE GREENS PRAIRIE RESERVE, SECTION 4-PHASE 403
N SUBDIVISION 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.
OGC CNO JV LC
rx
24 ---- ---~ ------------------
120 O BY: R. NTER GOODWIN, AUTHORIZED REPRESENTATIVE
SCALE: 1"=120' STATE OF TEXAS
COUNTY OF BRAZOS
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED.
\ 6 V� 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-(l-t-Ift--- DAY OF
--------------- 20-W--.
HALLIE JO NEVINS
2 : Notary Public, State of Texas
Comm. Expiros 06-24-2029
J-4 A aAi i wk-A-F ,,• Notary ID 135521282
L:JCXa�eS.�- --------------- -
` NOTARY PUBLIC, AZOS COUNTY, STATE OF TEXAS
CERTIFICATE OF CITY ENGINEER
I, �>��' L. �----------------, CITY ENGINEER OF THE CITY OF
COLLEGE STATION, TEXAS, HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO
R-1 THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE
STATION.
CITY ENGINEER
\ CITY OF COLLEGE STATION
CERTIFICATE OF ADMINISTRATOR
1, �r�:a4" G------------- ADMINISTRATOR OF THE CITY OF
\ COLLEGE STATION, TEXAS, HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO
\ THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE
\ STATION.
�2 ADMINISTRATOk CITY OF COLLEGE STATION C-t �S
I
GREENS
PRAIRIE
RESERVE
SECTION 4,
PHASE 402
VOL. 19382, PG. 210
_ _ I
1
/
HATCH &
LINE LEGEND
-------
EXIST PROPERTY LINE
BTU/FO
BRYAN TEXAS UTILITIES & FIBER
OPTIC EASEMENT
-��----
EXIST SUBDIVISION BOUNDARY LINE
IRF
IRON ROD (FOUND)
PROPERTY LINE
VOL.
VOLUME
SUBDIVISION BOUNDARY
PG.
PAGE
-------
EASEMENT
PUE
PUBLIC UTILITY EASEMENT
R.O.W.
RIGHT-OF-WAY
(CM)
MONUMENT USED TO ESTABLISH
PrAE
PRIVATE ACCESS EASEMENT
PROPERTY LINES
PAE
PUBLIC ACCESS EASEMENT
PRESERVATION AREA
PrDE
PRIVATE DRAINAGE EASEMENT
O
LOT NUMBER
PDE
PUBLIC DRAINAGE EASEMENT
O
BLOCK NUMBER
PME
PUBLIC MAINTENANCE EASEMENT
O
COMMON AREA
AE
ATMOS EASEMENT
LOT AREA & GRADING TABLE
BLOCK
LOT
AREA
SQ.FT.
GRADING
TYPE
IMP
COVER
BLOCK
LOT
AREA
SQ.FT.
GRADING
TYPE
IMP
COVER
BLOCK 27
1 1
21,922
B
507.
BLOCK 27
14
22,717
A
50%
2
21,775
B
50%
15
27,820
B
50%
3
21,939
B
1 50%
16
26,948
B
50%
4
21,962
B
50%
BLOCK 28
1
11,837
B
60%
5
16,170
B
60%
2
11,880
B
60%
6
16,199
B
60%
3
11,880
B
60%
7
17,628
B
60%
4
12,806
B
60%
8
18,161
B
60%
5
13,925
B
60%
9
17,671
B
60%
BLOCK 29
1
9,010
A
60%
10
16,359
B
60%
1 2
9,200
A
60%
11
14,832
B
60%
3
9,200
A
60%
12
14,340
A
60%
4
9,278
1 A
60%
13
21,802
A
50%
5
9,926
1 A
60%
PARKLAND DEDICATION TABLE
AREA
LOTS
REQUIRED
AC
CUMULATIVE
REQUIRED
AC
PROVIDED
AC
CUMULATIVE
PROVIDED
AC
SECTION 1, ALL PHASES
177
2.896
2.896
7.047
7.047
SECTION 2, PHASE 201A
0
0.000
2.896
0.132
7.179
SECTION 3, PHASE 301
30
0.491
3.387
0.327
7.506
SECTION 4, ALL PHASES
EXCLUDING PHASE 403
83
1.357
4.744
0.00
7.506
SECTION 4, PHASE 403
26
0.425
5.169
0.00
7.506
SECTION 6, PHASE 601
1 48
1 0.785
5.954
0.00
7.506
SECTION 6, PHASE 602
1 51
1 0.834
1 6.788
1 0.00
1 7.506
NOTE: PARKLAND DEDICATION IS 1 ACRE/117 DWELLING UNITS (NEIGHBORHOOD PARKS) AND 1
ACRE/128 DWELLING UNITS (COMMUNITY PARKS).
COMMON AREA TABLE
COMMON
AREA
TOTAL AREA
OPEN AREA
USAGE
A
0.362 AC
0.362 AC
DRAINAGE, BTU/FO UTILITIES & ACCESS, OPEN SPACE
15,763 SQ.FT.
15,763 SQ.FT.
B
0.711 AC
0.711 AC
TRAIL, DETENTION, DRAINAGE, BTU/FO UTILITIES & ACCESS, OPEN SPACE
30,985 SQ.FT.
30,985 SQ.FT.
C
0.082 AC
0.082 AC
TRAIL, DRAINAGE, UTILITIES, BTU/FO UTILITIES & ACCESS, OPEN SPACE
3,587 SQ.FT.
3,587 SQ.FT.
D
2.146 AC
2.146 AC
DRAINAGE, BTU/FO UTILITIES & ACCESS, OPEN SPACE
93,459 SQ.FT.
93,459 SQ.FT.
E
0.057 AC
0.057 AC
TRAIL, DRAINAGE, UTILITIES, BTU/FO UTILITIES & ACCESS, OPEN SPACE
2,496 SQ.FT.
2,496 SQ.FT.
F
0.072 AC
0.072 AC
TRAIL, DRAINAGE, UTILITIES, BTU/FO UTILITIES & ACCESS, OPEN SPACE
3,149 SQ.FT.
3,149 SQ.FT.
PHASE 403
3.430 AC
3.430 AC
PHASE 403 REQUIRED OPEN SPACE = 3.897 AC (15.588 AC x 257.)
TOTAL
149,439 SQ.FT.
149.439 SQ.FT.
TO -DATE
SUBDIVISION
N/A
43.69 AC
REQUIRED OPEN SPACE = 32.66 AC [(118.12 AC x 15%) + (59.78 AC x 25%)]
TOTAL
1,903,107 SQ.FT.
ROCK PRAIRIE
CITY OF
COLLEGE
STA71ON
.♦
BRAZOS
COUNTY
VICINITY MAP
N.T.S.
CERTIFICATE OF THE COUNTY CLERK
Filed for Record
Official Public Records Of:
Brazos County Clerk
5 ^0
On: 5/18/2026 1:56:17 PM
In the PLAT Records
�1
r�
Doc Number: 2026-1586356
Volume -Page: 20557-213
Number of Pages: 3
Amount: 72.00
Order#:20260518000114
By: VL
COUNT�(`CLRK `
BRAZOS COUNTY, TEXAS ��
CERTIFICATE OF SURVEYOR
I, MICHAEL KONETSKI REGISTERED PROFESSIONAL LAND SURVDYOR NO. 6531 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 PROPERTY MARKERS AND MONUMENTS WERE PLACED UNDER MY SUPERVISION ON THE
GROUND.
&--ge 4se=fs
MICHAEL KONE SKI, RPLS NO. 6531
MICHAEL. KONETSKI�
:Q90 6531 p,,;;..
9iy'••FESSION' �Q
SURVtiy
ADJOINER PROPERTY
INFORMAITON
/
ADJOINER #1 �\ \\� \ ' �G�'
NOW OR FORMERLY
OGC CNO JV, LLC
BLOCK 3, LOT 1
ADJOINER GREENS
VOL. 198822, PG. 53
OINER 2 \`\ \\ � ' � \ //
�� \\
NOW OR FORMERLY
OGC CNO JV, LLC \ PRAIRIE
BLOCK 36, LOT 2 �, \\ RESERVE
VOL. 19882, PG. 53
ADJOINER #3
NOW OR FORMERLY
OGC CNO JV, LLC
BLOCK 36, LOT 3
VOL, 19882, PG. 53
ADJOINER #4
NOW OR FORMERLY
OGC CNO JV, LLC
BLOCK 36, LOT 4
VOL. 19882, PG. 53
ADJOINER #5
NOW OR FORMERLY
OGC CNO JV, LLC
BLOCK 36, LOT 5
VOL. 19882, PG. 53
ADJOINER #6
NOW OR FORMERLY
OGC CNO JV, LLC
BLOCK 36, LOT 6
VOL. 19882, PG. 53
ADJOINER #7
NOW OR FORMERLY
OGC CNO JV, LLC
BLOCK 36, LOT 7
VOL. 19882, PG. 53
\ \ \ SECTION 6, 0 60 120
PHASE 602 / \ \ /,'I /
\ 1 VOL. 20230, PG. 0\ / / \ \ /
� \ \ \ / / \ \ / SCALE: 1'=60
\ \ol
i
TEMPORARY ] \ \ ` \ \ \ / <�
PRIVATE
DRAINAGE
EASEMENT
(20223/173)
FUTURE GREENS PRAIRIE
\� _ _ GREENS
RESERVE 1 � � � /
` 1 / PRAIRIE
NOW OR FORMERLY
OGC CNO JV, LLC 1 \ ` \ RESERVE
REMAINDER OF CALLED 368.57 ACRE TRACT 1 \ \ \ \
(VOL. 13744, PG. 240) \1 PEHASE 601
VOL. 19882, PG. 53/><xv
/
NOW OR FORMERLY
JERRY P. WINDHAM
REMAINDER OF A CALLED
230.13 ACRE TRACT
VOL. 763, PG. 656
N , 130'0i
SHEET 2OF3
SHEET 3 OF 3
HATCH & LINE LEGEND
- ---
EXISTING PROPERTY LINE
-------
EXISTING SUBDIVISION BOUNDARY LINE
PROPOSED PROPERTY LINE
PROPOSED SUBDIVISION BOUNDARY
-------
EXISTING OR PROPOSED EASEMENT
P.U.E.
PUBLIC UTILITY EASEMENT
PR.A.E.
PRIVATE ACCESS EASEMENT
P.A.E.
PUBLIC ACCESS EASEMENT
PR.D.E.
PRIVATE DRAINAGE EASEMENT
P.D.E.
PUBLIC DRAINAGE EASEMENT
P.M.E.
PUBLIC MAINTENANCE EASEMENT
A.E.
ATMOS EASEMENT
B.T.U.
BRYAN TEXAS UTILITIES EASEMENT
B.T.U./F.O.
BRYAN TEXAS UTILITIES & FIBER
OPTIC EASEMENT
I.R.
IRON ROD (FOUND)
VOL.
VOLUME
PG.
PAGE
R.O.W.
RIGHT-OF-WAY
(CM)
CONTROLLING MONUMENT FOUND &
USED TO ESTABLISH PROPERTY LINES
PRESERVATION AREA
01
LOT NUMBER
0
BLOCK NUMBER
OA
COMMON AREA
SHEET KEY
I
VARIABLE
WIDTH PUE
(19828/1)
GREENS PRAIRIE \\
RESERVE
SECTION 4, PHASE 402
VOL. 19382, PG. 210 \
L3 <
A
L5 \ \
o, /
ti9'9? 10' PUE
19
A19
19,
0 A
COMMON AREA "A" _
0.328 AC (14,270 SQ.FT.)
TRAIL, DRAINAGE, BTU/FO
/ UTILITIES & ACCESS,
12' BTU/FO OPEN SPACE
/ (19161/22)
/ (19167/130) SHEE -OF--a-
-� SHEE OF 3
EXTERIOR LINE TABLE
LINE
BEARING
DISTANCE
LINE,BEARING
DISTANCE
L1
S 55'43'18" E
12.92'
L5
S 86*17'40" E
29.84'
L2
S O'15'56" E
37.96'
L6
S 25'14'54" W
5.33'
L3
S 40'20'37" W
11.30'
L7
S 76'03'03" E
36.05'
L4
S 4939'23" E
50.00'
L8
N 60*05'13" E
48.50'
EXTERIOR CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
550.00'
129.98'
13'32'27"
S 48'57'04" E
129.68'
C2
550.01'
122.19'
12'43'44"
S 25*15'56" E
121.94'
C3
975.00'
135.03'
7'56'07"
S 50'08'37" E
134.93'
C4
945.00'
349.10'
21'09'59"
S 43'31'41" E
347.12'
C5
775.00'
183.85'
13'35'32"
N 53'17'27" E
183.42'
INTERIOR LINE TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
S 60'05'13" W
48.50'
L3
N 85'20'37" E
22.63'
12
S 16'13'29" W
36.05'
INTERIOR CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
825.00'
284.28'
19'44'36"
S 50*12'55" W
282.88'
C2
945.00'
229,19'
13'53'45"
S 19'56'00" E
228.63'
C3
25.00'
20.30'
46'31'00"
S 36*14'38" E
19.74'
C4
50.00'
241.15'
276'19'56"
S 78'39'50" W
66.70'
C5
25.00'
21.82'
50*00'19"
N 11'49'39" E
21.13'
C6
895.00'
639.45'
40'56'08 '
N 33'38'35" W
625.94'
C7
1,025.00'
336.03'
18'47'00"
N 44*43'10" W
334.52'
C8
25.00'
20.35'
46'38'46"
N 58'39'03" W
19.80'
C9
50.00'
241.15'
276'20'24"
N 56*11'46" E
66.69'
C10
25.00'
21.75'
49*51'16"
S 10*33'40" E
21.07'
C11
975.00'
181.87'
10*41'14"
S 40'49'56" E
181.61'
C12
775.00'
83.20'
6'09'04"
N 43'25'09" E
83.16'
SHEET 2 OF 3
SHEET 3 OF 3
0 60 120
SCALE: 1"= 60'
HATCH & LINE LEGEND
-------
EXISTING PROPERTY LINE
---�---
EXISTING SUBDIVISION BOUNDARY LINE
PROPOSED PROPERTY LINE
PROPOSED SUBDIVISION BOUNDARY
-------
EXISTING OR PROPOSED EASEMENT
P.U.E.
PUBLIC UTILITY EASEMENT
PR.A.E.
PRIVATE ACCESS EASEMENT
P.A.E.
PUBLIC ACCESS EASEMENT
PR.D.E.
PRIVATE DRAINAGE EASEMENT
P.D.E.
PUBLIC DRAINAGE EASEMENT
P.M.E.
PUBLIC MAINTENANCE EASEMENT
A.E.
ATMOS EASEMENT
B.T.U.
BRYAN TEXAS UTILITIES EASEMENT
B.T.U./F.O.
BRYAN TEXAS UTILITIES & FIBER
OPTIC EASEMENT
I.R.
IRON ROD (FOUND)
VOL.
VOLUME
PG.
PAGE
R.O.W.
RIGHT-OF-WAY
(CM)
CONTROLLING MONUMENT FOUND &
USED TO ESTABLISH PROPERTY LINES
L�
PRESERVATION AREA
O
LOT NUMBER
0
BLOCK NUMBER
OA
COMMON AREA
SHEET KEY
NOW OR FORMERLY
JERRY P. WINDHAM
REMAINDER OF A CALLED
230.13 ACRE TRACT
VOL. 763, PG. 656
.m
3/8" I.R.
FND (CM)
NOW OR FORMERLY
JERRY P. WINDHAM
REMAINDER OF A CALLED
230.13 ACRE TRACT
VOL. 763, PG. 656
\ ':� \ 50' PrDE /
����� (20499/46) /
\ 10' PUE
9.
102.43' i C5
N 84-52'47" W
113.18'
S 46'02'16" E
,,"-36.14'
COMMON AREA "D"
8.011 AC (348,969 SQ.FT.)
OPEN SPACE, TRAIL,
DETENTION, DRAINAGE,
UTILITIES, BTU/FO UTILITIES
& ACCESS
GREENS PRAIRIE
RESERVE
\ SECTION 4, PHASE 401 B
VOL. 19151, PG. 85
\
\
\
- - - -
��• O�00 1
4o
i
I �
w
,�1 I > o
C I
I o I�
SHEF Tj 2 OF 3
I �
I
SHEET 3 OF 3
I I�
I
I I
�I II
I ,
I
I I I I
i I
I
I
I
I - -
I
GREENS PRAIRIE
i
RESERVE
- - SECTION 4, PHASE 402
I
VOL. 19382, PG. 210
Cam--- - ---
I � I
I
1 1
I ' '
1
�o
1 \ �
1
\ � a
I I
\ asp Ro' \ \/
EXTERIOR LINE TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
S 55'43'18" E
12.92'
L5
S 86'17'40" E
29.84'
L2
S 0*15'56" E
37.96'
L
S 25'14'54" W
5.33'
L3
S 40'20'37" W
11.30'
L7
S 76'03'03" E
36.05'
L4
S 49'39'23" E
50.00'
L8
N 60'05'13" E
48.50'
EXTERIOR CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
550.00'
129.98'
13'32'27"
S 48'57'04" E
129.68'
C2
550.01'
122.19'
12'43'44"
S 25'15'56" E
121.94'
C3
975.00'
135.03'
7'56'07"
S 50'08'37" E
134.93'
C4
945.00'
349.10'
21'09'59"
S 43'31'41" E
347.12'
C5
1 775.00'
183.85'
13'35'32"
N 53*17'27" E
183.42'
INTERIOR LINE TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
S 60'05'13" W
48.50'
L3
N 85'20'37" E
22.63'
L2
S 16"3'29" W
36.05'
INTERIOR CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
825.00'
284.28'
19'44'36"
S 50*12'55" W
282.88'
C2
945.00'
229.19'
13'53'45"
S 19'56'00" E
228.63'
C3
25.00'
20.30'
46'31'00"
S 36*14'38" E
19.74'
C4
50.00'
241.15'
276'19'56"
S 78'39'50" W
66.70'
C5
25.00'
21.82'
50*00'19"
N 11'49'39" E
21.13'
C6
895.00'
639.45'
40'56'08"
N 33'38'35" W
625.94'
C7
1,025.00'
336.03'
18'47'00"
N 44*43'10" W
334.52'
C8
25.00'
20.35'
46'38'46"
N 58'39'03" W
19.80'
C9
50.00'
241.15'
276'20'24"
N 56"1'46" E
66.69'
C10
25.00'
21.75'
49*51'16"
S 10*33'40" E
21.07'
C11
975.00'
181.87'
10*41'14"
S 40'49'56" E
181.61'
C12
775.00'
83.20'
t 6'09'04"
N 43'2509" E
83.16'