HomeMy WebLinkAboutGREENS PRAIRIE RESERVE SEC6 PH602 FP-N-
0 120 240 !/'`
SCALE: 1"=120' 7,\�
HATCH & LINE LEGEND
---- EXISTING PROPERTY LINE
---- EXISTING SUBDIVISION BOUNDARY LINE
PROPERTY LINE
SUBDIVISION BOUNDARY
- - - - - - EASEMENT
PILE PUBLIC UTILITY EASEMENT
PrAE PRIVATE ACCESS EASEMENT
PAE PUBLIC ACCESS EASEMENT
PrDE PRIVATE DRAINAGE EASEMENT
PDE PUBLIC DRAINAGE EASEMENT
PME PUBLIC MAINTENANCE EASEMENT
AE ATMOS EASEMENT
BTU/FO B
R
Y
AN
ETEXAS EASEMENT
& FIBER
OPTIRF IRON ROD (FOUND)
VOL. VOLUME
PG. PAGE
R.D.W. RIGHT-OF-WAY
(CM) CONTROLLING MONUMENT FOUND &
USED TO ESTABLISH PROPERTY LINES
PRESERVATION AREA
01 LOT NUMBER
0 BLOCK NUMBER
�A COMMON AREA
CASTLEGATE
SECTION 4, PHASE 1
(4127/30 OPRBCT)
S� O i6
40
17 (D
�o O
FUTURE GREENS
�\ iF)RAIRIE RESERVE
NOW OR FORMERLY
OGC CNO JV, LLC
REMAINDER OF CALLED 368.57 ACRE TRACT
(VOL. 13744, PG. 240)
\ 0J V:
Cm
FUTURE GREENS
PRAIRIE RESERVE
NOW OR FORMERLY
OGC CNO JV, LLC
REMAINDER OF CALLED 368.57 ACRE TRACT
(VOL, 13744, PG. 240)
12
11
� 10
(s(o2;R 4
O
�\�J 'PD
01
PLAT NOTES.
1. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM COMMUNITY PANEL NO. 48G41C 0325E, REVISED DATE:
05-16-2012.
2. BASIS OF 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.OAS 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 PDD 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.
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 FLOW
TO HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS.
7. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTIUTIES (BTU). ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED \ I
BY B.T.U. BY SEPARATE INSTRUMENT. SHEET
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. STREET PARKING WILL BE PROHIBITED ON ONE SIDE OF CORAL RIVER ROAD, COPPER LILY COURT, AND LEGENDARY DRIVE.
10. THIS SURVEY PLAT WAS PREPARED TO REFLECT THE TITLE REPORT (GF NO, M2633) AND 'UPDATED NOTHING FURTHER LETTER' DOCUMENTS CERTIFICATE OF OWNERSHIP AND DEDICATION
(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 STATE OF TEXAS
NOT DESCRIBED AND IS NOT SHOWN HEREON. COUNTY OF BRAZOS
• ALL OTHER ITEMS DD NOT AFFECT THIS TRACT OR ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT.
I OGC CNO JV LLC OWNER AND DEVELOPER OF THE LAND SHOWN ON THIS
HOME OWNER'S ASSOCIATION NOTES: PLAT, AND DESIGNATED HEREIN AS THE GREENS PRAIRIE RESERVE. SECTION 6-
1. ALL REFERENCES MADE TO THE HOME OWNER'S ASSOCIATION (HOA) SHALL BE DEFINED AS "GREENS PRAIRIE RESERVE COMMUNITY ASSOCIATION, INC. PHASE 602 SUBDIVISION TO THE CITY OF COLLEGE STATION, TEXAS, AND WHOSE
ACTIVITIES AND RESPONSIBILITIES OF THE HOA ARE OUTLINED IN THE COVENANTS, CONDITIONS & RESTRICTIONS (CCRs) OF THE SUBDIVISION. NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE TO THE USE OF THE PUBLIC
2. COMMON AREAS ARE NON -BUILDABLE AND ARE RESTRICTED FOR USE ONLY BY THE HOMEOWNERS AND THEIR ACCOMPANIED GUESTS UNLESS OTHERWISE FOREVER ALL STREETS, ALLEYS, PARKS, GREENWAYS, INFRASTRUCTURE,
SPECIFIED WITH A PUBLIC ACCESS EASEMENT. MAINTENANCE OF COMMON AREAS AND ALL FLATWORK THEREIN (SIDEWALKS, FLUMES, DRAINAGE, HEADWALLS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND
ETC...) WILL BE BY THE HOA AS OUTLINED IN THE CCRs. CONSIDERATION THEREIN EXPRESSED.
3. AREAS NOTED AS PRESERVATION AREAS WILL NOT BE REGULARLY MOWED. THESE AREAS ARE INTENDED TO BE LEFT IN A NATURAL STATE NTH THE OGC CNO JV, LLC
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 RESPONSIBILITIES. BY: iRH4TERR GOODWI AUTHORIZED REPRESENTATIVE
EASEMENT NOTES:
;\ \ Y
GREENS PRAIRIE
RESERVE
SECTION 6, PHASE 601
VOL.19882, PG. 53
LOT AREA 8c GRADING TABLE
LOT
AREA
SQ.FT.)
GRADING
TYPE
IMP
COVER
BLOCK
LOT
AREA
SQ.FT.)
GRADING
TYPE
IMP
COVER
[BLOCK
CK 3B
1
7,536
A
75%
BLOCK 41
3
6,582
B
75%
2
5,750
A
75%
4
6,582
B
75%
3
5,750
A
75%
5
6,582
B
75%
4
5,750
A
75%
6
6,523
B
75%
5
5,750
A
757
7
6,151
B
75%
6
5,922
A
75%
8
6,069
B
75%
7
6,359
8
75%
9
6,069
B
75%
8
5,802
8
75%
10
6,437
B
75%
9
5,786
B
75%
11
6,089
B
75%
10
5,769
B
75%
12
6,089
B
75%
11
5,753
B
75%
13
6,927
8
75%
12
5,750
B
75%
BLOCK 42
11
9,375
B
65%
13
5,750
8
75%
12
9,567
8
65%
14
5,750
B
75%
13
9,567
B
65%
kBLOCK
15
7,410
B
75%
14
9,567
B
65%
12
9,475
A
75%
9,367
B
65%
13
9,580
A
75%
9,200
65%
14
9,580
A
75%
10,087
jBI
65%
15
9,580
A
75%
f431
10,116
65%
16
9,580
A
75%
BLOC10,278
75%
17
9,580
A
75%
9,167
B
75%
18
9,580
A
75%
3
91167
B
75%
19
9,580
A
75%
4
9,167
20
10,466
A
75%
5
9,167
BLOCK 41
1
7.597
B
75%
6
10,022
2
1 6,580
B
75%
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
4.74-4
0.00
7.506
SECTION 6, PHASE 601
1 48
1 0.785
1 5.529
0.00
7.506
SECTION 6, PHASE 602
1 51
1 0.834
1 6.363
0.00
7.506
NOTE: PARKLAND DEDICATION IS 1 ACRE/117 DWELLING UNITS (NEIGHBORHOOD PARKS) AND 1
ACRE/128 DWELLING UNITS (COMMUNITY PARKS).
FIELD NOTES DESCRIPTION
OF A
14.318 ACRE TRACT
WWAM CLARK 'SLIRVEY, :ABSTRACT No. 101
COLLiEi3E STATION, BRAZOS COUNTY, T-XAS
A FIELD NOTES DESCRIPTION OF 14.38 ACRES IN THE WiILIIAM CLARK SURVEY, ABSTRACT No. 101, IN COLLEGE STATION,
BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 368.57 ACRE TRACT CONVEYED TO OGG GNO
A LLC IN VOLUME 13744, PAGE 240 OF THE OFFICIAL PUBUC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 14.38
ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT A 1/2 INCH IRON ROD FOUND WITH RED PLASTIC CAP STAMPED 'SM KLING 2003" MARKING THE SOUTH
CORNER OF COMMON AREA B, GREENS PRAIRIE RESERVE, SECTION 1, PHASE 105 (18778/113 OPRBCT);
THENCE, THROUGH EXISTING PHASES AND SAID REMAINDER OF 368.57 ACRE TRACT, N 20' 25' 17` W A DISTANCE OF
3,891.88 FEET TO THE POINT OF BEGINNING HEREOF BEING A POINT IN SAID REMAINDER OF 368.57 ACRE TRACT MARKING
THE EAST CORNER HEREOF; FOR REFERENCE THE CITY OF COLLEGE STATION MONUMENT CS94-136 BEARS S 43- 20' 35" E
A DISTANCE OF 4,902.54 FEET;
THENCE, THROUGH SAID REMAINDER OF 368.57 ACRE TRACT FOR THE FOLLOWING THIRTY SEVEN (37) COURSES AND
DISTANCES:
1 1) S 49- 20' 11" W A DISTANCE OF 298.34 FEET;
2) S 48' 57' 24" W A DISTANCE OF 242.25 FEET;
3) WITH A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1,443.00 FEET, AN ARC LENGTH OF 53.99 FEET, A
DELTA ANGLE OF 02' 08' 38", AND A CHORD WHICH BEARS S 35' 35' 19" E A DISTANCE OF 53.99 FEET;
4) S 53' 20' 22' W A DISTANCE OF 165.35 FEET;
5) N 35' 39' 58" W A DISTANCE OF 106.04 FEET;
6) N 31' 22' 11" W A DISTANCE OF 85.13 FEET;
7) N 28' 20' 24" W A DISTANCE OF 85.13 FEET;
8) N 25' 18' 36" W A DISTANCE OF 85.13 FEET;
9) N 21' 24' 13" W A DISTANCE OF 82.17 FEET;
10)N 22' 31' 13" W A DISTANCE OF 80.00 FEET;
11)N 26' 51' 57' W A DISTANCE OF 76.41 FEET;
12)N 38' 51' 09" W A DISTANCE OF 60.79 FEET;
13)N 47' 15' 52" W A DISTANCE OF 34.26 FEET;
14)N 42' 44' 08° E A DISTANCE OF 97.48 FEET;
15)N 03- 08' 28" W A DISTANCE OF 27.85 FEET;
16)WTH A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 475.00 FEET, AN ARC LENGTH OF 16.91 FEET, A
DELTA ANGLE OF 02' 02' 24', AND A CHORD WHICH BEARS N 51' 14' 39" W A DISTANCE OF 16.91 FEET;
Off'
Al
3\,
'ZI
Gj
17) N 52- 15' 52" W A DISTANCE OF 5&44 FEET;
18)S BY 14' 08- W A DISTANCE OF 29.49 FEET;
19)S 42' 44' 08" W A DISTANCE OF 21.11 FEET;
20)N 47' 15' 52" W A DISTANCE OF 50.00 FEET;
21) N 42' 44' 08" E A DISTANCE OF 16.73 FEET;
22)N 04' 45' 52" W A DISTANCE OF 27.02 FEET;
23)N 52' 15 52" W A DISTANCE OF 15.21 FEET;
CERTIFICATE OF CITY ENGINEER
1,CITY ENGINEER 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.
1. A PUBLIC MAINTENANCE EASEMENT (PME) PROVIDES ACCESS TO THE PUBLIC FOR THE INSPECTION, REPAIR, MAINTENANCE, RECONSTRUCTION, MODIFICATION STATE OF TEXAS ---
AND REMOVAL OF THE UTILITY FACILITIES THAT ARE LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE PME NO UTIUTY FACILITIES OR COUNTY OF Q]V/Awyo, CITY ENGINEER
PERMANENT STRUCTURES MAY BE CONSTRUCTED WITHIN A PME EXCEPT THAT (A) WHERE A 8TU/FO EASEMENT CROSSES A PME, THE FACILITIES
DAY PERSONALLY APPEARED CITY OF COLLEGE STATION
CONTEMPLATED BY SUCH EASEMENT INSTRUMENT MAY BE CONSTRUCTED, AND (B) THE OWNER OF A LOT MAY CONSTRUCT AND INSTALL DRIVEWAYS, BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS
LANDSCAPE BORDERS, WALKWAYS, IRRIGATION AND LIGHTING, AND FACILITIES INCIDENTAL THERETO WITHIN THE PME ON SUCH LOT. iY1AY1i'C.V KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED
TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED
2. A PUBUC MAINTENANCE EASEMENT/ATMOS EASEMENT (PME/AE): (1) PROVIDES ACCESS TO THE PUBLIC FOR INSPECTION, REPAIR, MAINTENANCE, THE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN STATED. CERTIFICATE OF ADMINISTRATOR
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 FACIUTIES TO BE INSTALLED, MAINTAINED, REPAIRED AND REPLACED WITHIN THE FIVE (5) FEET OF GIVEN UNDER MY HAND AND SEAL ON THIS __ _�_�_ _ DAY OF
THE PME/AE LYING FURTHEST FROM THE ADJACENT PUBLIC RIGHT-OF-WAY. NO UTILITY FACILITIES OR PERMANENT STRUCTURES MAY BE CONSTRUCTED-D-1�-C-YYLiJ�-��----, 20�-- .--.�+.•rw= I, y.��ri�tC�t=�X---- ADMINISTRATOR OF THE CITY
WTHIN A PME/AE EXCEPT THAT (A) ATMOS GAS FACILITIES MAY BE CONSTRUCTED AS DESCRIBED ABOVE, (8) WHERE A BTU/FO EASEMENT CROSSES A '..� I � . '-` 13cF-_-' OF COLLEGE' STATION, TEXAS, HEREBY CERTIFY THAT THIS SUBDIVISION PLAT
PME, THE FACILITIES CONTEMPLATED BY SUCH EASEMENT INSTRUMENT MAY BE CONSTRUCTED, AND (C) THE OWNER OF A LOT MAY CONSTRUCT AND INSTALL ' WI.,:rsJJJI CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE
DRIVEWAYS, LANDSCAPE BORDERS, WALKWAYS, IRRIGATION AND UGHTING, AND FACIUTTES INCIDENTAL THERETO WITHIN THE PME ON SUCH LOT. vinm ' *s 0624 Yn' j, CITY OF COLLEGE STATION.
3. AREAS DENOTED FOR PRIVATE TRAILS OR BTU/FO ACCESS SHALL ALSO ALLOW FOR PLACEMENT OF PUBLIC WATER AND PUBUC SEWER (WHERE DELINEATED �/� ^, ' 6tS.e ; ' - / J a_ 2 • L,/ T^ _n •• ly0t = t312�i1
+552_..kj
BY PUE) AND PRIVATE STORM DRAINAGE SYSTEMS. �c� %
i
4. ALL UTILITY EASEMENTS MUST BE KEPT CLEAR OF ALL BRUSH, TREES, LANDSCAPING OR PERMANENT STRUCTURES. NOTARY PUBLIC, COUNTY, STAT_ CF F .XA3 ADMINISTRATOR, ITY OF COLLEGE STATION �-• �
24)W1TH A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 525.00 FEET, AN ARC LENGTH OF 45.81 FEET, A
DELTA ANGLE OF 05' 00' OV. AND A CHORD WHICH BEARS N 49' 45' 52" W A DISTANCE OF 45.80 FEET;
25)N 47' 15' 52" W A DISTANCE OF 20.83 FEET;
26)S 87' 44' 08" W A DISTANCE OF 21.21 FEET;
11 27)1 00' 36' 401"0' W A DISTANCE OF 1.82 FEET;
� 28)S 00' 36' 40° E A DISTANCE OF 21.82 FEET;
29)N 4T 57' 28" W A DISTANCE OF 128.&4 FEET;
30)S 46' OY 45' W A DISTANCE OF 50.00 FEET;
31)S 89- 23' 20" W A DISTANCE OF 27.46 FEET;
np 32)S 42' 44' 08" W A DISTANCE OF 16.27 FEET;
33)N 47' 15' 52' W A DISTANCE OF 50.00 FEET;
34)N 42' 44' 08" E A DISTANCE OF 17.75 FEET;
L 35)N 02' 16' 06- W A DISTANCE OF 2B.28 FEET;
.p 36)N 47' 16' 21" W A DISTANCE OF 135.06 FEET;
37)S 8T 31' 53- W A DISTANCE OF 28.19 FEET TO A POINT ON THE SOUTHEAST RIGHT-OF-WAY OF GREENS PRAIRIE
ROAD (VARIABLE WIDTH RIGHT-OF-WAY) FROM WHICH A 1/2 INCH IRON ROD FOUND WITH RED PLASTIC CAP
- _ 1 STAMPED 'SM KLING 2003" BEARS S 42' 43' 42' W A DISTANCE OF 396.92 FEET;
1 THENCE, WITH SAID RIGHT-OF-WAY, N 42' 43' 42" E A DISTANCE OF 831.02 FEET TO A POINT FROM WHICH A 4" X 6"
GREENS PRAIRIE HOLE FOUND IN CONCRETE BEARS N 42' 43' 42" E A DISTANCE OF 382.46 FEET;
RESERVETHENCE, THROUGH SAID REMAINDER OF 368.57 ACRE TRACT FOR THE FOLLOWING TWENTY ONE (21) COURSES AND
SECTION 4, PHASE 402 DISTANCES:
VOL. 19382, PG. 210 1) S 47- 15' 52" E A DISTANCE OF 176.10 FEET;
- 2) 'NTH A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 105.00 FEET, AN ARC LENGTH OF 15.D6 FEET, A
DELTA ANGLE OF 08' 13' 12', AND A CHORD WHICH BEARS S 46' 50' 44" W A DISTANCE OF 15.05 FEET;
3) S 47- 15 53" E A DISTANCE OF 50.00 FEET;
4) S 42- 4,V 08" W A DISTANCE OF 106.38 FEET;
---� �\ 5) N 87' 44' 08" E A DISTANCE OF 21.21 FEET;
6) S 47' 15' 52" E A DISTANCE OF 153.85 FEET;
7) S 50' 22' 28" E A DISTANCE OF 50.73 FEET;
8) S 52- 15' 52" E A DISTANCE OF 160.11 FEET;
---I --I 9) S 50' 08' 24" E A DISTANCE OF 62.10 FEET;
10) S 42' 51' 10" E A DISTANCE OF 62.16 FEET;
11) S 37- 18' 10" E A DISTANCE OF 62.16 FEET;
12)S 31' 45' IT- E A DISTANCE OF 62.16 FEET;
13)S 26' 08' 45" E A DISTANCE OF 62.16 FEET;
14)S 22' 40' 22" E A DISTANCE OF 53.88 FEET;
15)WTH A NON -TANGENT CURVE TO THE RIGHT HAWING A RADIUS OF 775.00 FEET, AN ARC LENGTH OF 50.50 FEET, A
�-- DELTA ANGLE OF 03' 44' 01", AND A CHORD WHICH BEARS S 53' 18' 31' W A DISTANCE OF 50.49 FEET;
I 16)S 34- 49' 00" E A DISTANCE OF 50.00 FEET;
17)WTH A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 825.00 FEET, AN ARC LENGTH OF 291.21 FEET, A
DELTA ANGLE OF 20' 13' 29", AND A CHORD WHICH BEARS N 45' 03' 49' E A DISTANCE OF 289.70 FEET;
18) S 624 31' 39" E A DISTANCE OF 170.45 FEET;
19) S 57' 42' 42' E A DISTANCE OF 72.25 FEET;
20)S 52' 53' 45" E A DISTANCE OF 72.25 FEET;
21)S 48- 04' 48" E A DISTANCE OF 2429 FEET TO THE POINT OF BEGINNING HEREOF AND CONTAINING 14.38 ACRES OF
LAND, MORE OR LESS. SURVEYED ON THE GROUND IN 2024 AND 2025 UNDER MY SUPERVISION.
:ERTIFICATE OF THE COUNTY CLERK
Filed for Record
Official Public Records Of:
Brazos County Clerk
;
On: 11/25/2025 9:58:34 AM
;
In the PLAT Records
Doc Number: 2025-1572746
Volume -Page: 20230-1
Number of Pages: 3
Amount: 72.00
Order#:20251125000032
By: SR
;OUNTY CLER
3RA; OS COUNTY, TEXAS,A��\Z
1 "
:,ERTIFICATE OF SURVEYOR
, MCHAEL KONETSKI REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6531 IN THE STATE OF TEXAS, HEREBY I
:ERTIFY 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
3ROUND.
MICHAEL KONE SKI, RPLS NO. 6531
MICHAEL KONETSKI
live=�Ix
EXTERIOR
LINE
TABLE
BEARING
I
DISTANCE
LINE
BEARING
DISTANCE
N
38'51'09"
do
60.79'
L17
N
4T15'S2"
W
50.00'
N
47'15'S2"
W
34.26'
L18N
42'44'08"
E
17.75'
FIN
N
3'08'28"
W
27.85'
L19
N
2'i6'O6"
W
28.28'
N
52'15'S2W58.44'
L20
S
87'31'S3"
W28.19'
85'14'08"W9.49'
L27
S
4T1553"
E
50.00'
S
42'44'OS"
W
21.11'
L22
S
42'44'OS"
W
106.38'
N
47'15'52"
W
50.00'
L23
N
87'44'08"
E
21.21'
L8
N
42'44'08"
E
16.73'
L24
S
50'22'28"
E
50.73'
L9
N
4'45'52"
W
27.02'
L25
S
50'08'24"
E
62.1D'
L10
N
52'15'S2"
W
15.21'
L26
S
37'18'10'
E
62.16'
L11
N
4T15'52"
W
20.83'
l27
S
26'08'45" E
62.16'
--El2
S
87'44'OS"
W
21.21'
L28
S
22'40'22"
E
53.88'
L13
-5-0
'36'40"
E
21.82'
L29
S
34'49'00"
E
50.00'
L14
S
46'02'45"
W
50.00'
L30
S
57'42'42"
E
72.25'
L15
S
89'23'20"
W
27.46'
L31
S
52'53'45"
E
722`'
L16
S
42'44'08"
W
16.2T
L32
S
48'04'48"
E
24713'
VARIABLE WIDTH PUE,
PAE & LANDSCAPE \
EASEMENT \ / \ \ \ \(16967/203)
\.
\Y/ / 20' WELLBORN \ \
SUD WATER \ \
LINE EASEMENT \ \
(3846/276) \ \
` \ \ TEMPORARY EMERGENCY
ACCESS EASEMENT(15313/175)
/ s�0--�' \ \
\ / PUOE // l'A � WDTHBLE PUE \. \\ 0 60 tzu
L18 (15313/185) ` \ ` \
SCALE: 1"=60'
CASTLEGATE / 0o Ate. \
I SECTION 4, PHASE 1 / / / // ,/ a 'S \ \
(4127/30 OPRBCT) 6 s?° \ \ \ \ HATCH &LINE LEGEND
// S'o �1pS \\ - - EXISTING PROPERTY LINE
;S O 12-_ -` FUTURE GREENS - --
EXISTING SUBDIVISION BOUNDARY LINE
S2F PRAIRIE RESERVE `\ \\ ----- PROPERTY LINE
\ \ V ��■� SUBDIVISION BOUNDARY
NOW OR FORMERLY ------ EASEMENT
13 OGC CNO JV, LLC `v v
REMAINDER OF CALLED 368.57 ACRE TRACT \ PUE PUBLIC UTILITY EASEMENT
ti (VOL. 13744, PG. 240) \
`S2. / \ \ PrAE PRIVATE ACCESS EASEMENT
?02, �� ,?� 0'h L23 \ \ \ PAE PUBLIC ACCESS EASEMENT
'�. / / J \ \ PrDE PRIVATE DRAINAGE EASEMENT
61�r�R'��.� ~j // SRC. 14 / y� �� v y \ `S Aj, \ \ \ POE PUBLIC DRAINAGE EASEMENT
CASTLEGATE Qe r / / �� d / �� y / \ \ 3 S,,
\\ 0 S ' ° /S �i' \ \ � PME PUBLIC MAINTENANCE EASEMENT
SECTION 4, PHASE 2 / / / `Q� p`ti a`-ti �/ / '20 �00 �,ti a1 0° s �9�,� \
(4362/42 OPRBCT) �'S ,� �• / / ,�y ?9S• \ 12' BTU/FO AE ATMOS EASEMENT
(20216/148) \ \ BTU/FO BRYAN TEXAS UTILITIES & FIBER
SR, O J O 00 \ (20218/16) \ OPTIC EASEMENT
/ 20' WELLBORN SUD / 00 0'S /S;S / ,�wu 12 Oo 3} \ \ IRF IRON ROD (FOUND)
/ WATER LINE �,- ?' \ 12 y, -gS, \ \
/ EASEMENT // a`1• ^ F,? /y„� A29S `o ��� \ �' 4 VOL VOLUME
(3846/276) / / // `' �1�'O� \ \ \ \ PG. PAGE
Li sj;SS ? `l,�` 11.'`y°O R.O.W. RIGHT-OF-WAY
�1 A� S\ 10' `\ \� CONTROLLING MONUMENT FOUND &
�� PME o� 00 \ s \ (CM) USED TO ESTABLISH PROPERTY LINES
/ 30' 10 B, Rj; S? >ka ,. S� \ S2
Ir / / '2 0y 0 j PUE \. SS S3• S a'1, 10 �j. \ jtS' O PRESERVATION AREA
a'1. O '3i J ay Oo \ 1J. -` Ot LOT NUMBER
17 / 'YR�Y SQO �°` 9 �:y. S2�j, \\ \ O BLOCK NUMBER
S?•F 43 i� CS 'SB6` O �O� \ \ \ OA COMMON AREA /
i �'l / / 'S 3� 1 74 ..': / 1 41 O° Sy \ V G5
Ile, �° / sS / ss\ .y s' L25 \ <� G6
L12 / / \ O ° .,i \ ur, � \ v e PUE
/ ' / Ll ? C3 T s sz ss s^� 0
o 0 26F �,
^� q PUE
C> °O• ', 6S �y JB06
3• C 4i O° \ 6 ' VARIABLEY �' J. 4\ /
/ ,y�g6I raj y/ S 19 10' �`V°` \ '1' Oq // L8 CO ?a3. 9.`' �'�� O (75313/185) \ '\ U. /
'5,/ I , sr>. PUE 5
�60, le c\ o"�� h0ry6�11�61 \ L26 O
PME •So 5 o� // \
?o?/e�L� 12' BTU/FO
o2j � A /,� CID W , Vs (2o21s/ua)
to' L5 /ry \ v� Z. o /�ti� (20218/16)
PME O C2 O
L3
rso pJ �°$� �'/ ��° b�/' „ 4. o ti� �1 6 - S G e• y yi sQi.
/ / gg ys• s 5 .p °s tie F 62. 02.
,y ozP� / So• " 12' BTU/Fo
0` 1* °b °� 8r• S 20216148 Syr"
C �� p0 \ 27 (20218/16)
•06,, o�. S2, / / �,� °oo' 10' n W �� �s Q n �o
PME °s 10��9 (2' BTU 148 / O s' INSET A - 0
, S 6 \ (20216/748) "- 3,'
O �S\ �(20218/16) / / --
$• / 12' BTU/FO / a`L .
L19 .--i. '" 1 / (20216/148) _v g 02 10' /
L18 - L3 10' 43 / (20218/16) 0 �\ t 6gR \ L28 PUE / O
L79
PME /, L2 �,D,R 10' 566�A,9 / ,s�`' sA KERR SURVEYING, LLC
\ \ // '° KERR 1718 BRIARCREST DRIVE
�I �� y >s� � , e� PUE C\ ¢, / 38 2�' °`? URVfYING
8 e / S s 2 L20 5
�7 \ sr /' L1 �r m. m Oi / rO eo 5°° �o? Fs s2, BRYAN TEXAS 7
�) \ / G PHONE (979) 268-3195
� N �� � s• ss, 9 a� TBPELS FIRM No. 10018500
L15 \ �� s Gg PME ti" \ �2o2,sm� Fa 10
��,°�. o o.w, �y� y sg \ 2,8 ���o s�..�� \ o FINAL PLAT
- L16 \ y' L13 a'. \ �,5� c5 <� �° 'off• \ JJ o yo °o \ P,.
1c3`\\ 60'2�41"�� ///oo sA F`\ 5 r_ d, N�Ae'
�o ` SEE // 5°' 'O O 'i \ r °2 B \'i OF
INSET � �9 0 �o s Ss F, � \ X y0 PUE y°� 10, 'r'o� � x� 0 \
y \ s GREENS PRAIRIE
v- O JS°o• / G� 2 J O
\ ` \\ 5p0 mow. o C'' 2,is, �yo°° o% r, '{s 8
\ CO �. \ �," E,, s F, °��ry ����� a��s, o RESERVE
' 2 's Q °` o
\ \ o. t+'s \ N 6 �- y ' 'o O cb, oa � `� C� L`�° ,y$y y � ho
1 TEMPORARYS a�ey �y� / ,°2`26'� 10 S" y°�O •'�•� 1� SECTION 6, PHASE 602
FUTURE GREENS PRIVATE DRAINAGE \ \ Z \ �\ /dj 5 y $ O
PRAIRIE R E a E RV E (2oz23 EASEMENT
`� \ $� y A,. 'ems �9�`L BLOCK 38, LOTS 1-15, BLOCK 40, LOTS 12-20, BLOCK 41, LOTS 1-13
`\ 1J \ n1 ��\ O `'� °�Ss. 1t 2, o°° C3 BLOCK 42, LOTS 11-18, BLOCK 43, LOTS 1-6
ONOW QRGC CNOJJ-RMERLYV LLC \\ \`\ �iiAs\\ ����" �\�� iD, �ti %F 4- y// �< COMMON AREAS A thru E (1.222 ACRES) & R.O.W. DEDICATION (3.294 ACRES)
\ < / \\ A TOTAL OF 14.38 ACRES
REMAINDER OF CALLED 368.57 ACRE TRACT \ \ \ N 06 PME y0. y°�
(VOL. 13744, PG. 240) ` \ t \A' BEING A PORTION OF THE REMAINDER OF A CALLED 368.57 ACRE TRACT
VOLUU1 yob ��,o �''�9 \\ WILLIIAMMCLARK4SURVEY, A4, PAGE 40101
COLLEGE STATION, BRAZOS COUNTY, TEXAS
6��Q30 \n'2A,° 19,
M LANDOWNER INFORMATION
N ?3s, to 9 00° �h COMMON AREA A - occ cNo Jv, LLC
\ \ J y �,,` c/o R. HUNTER LDHAM OGOOIDW NROUP
SHEET KEY `\ ti 1.375 RAIL AC (59G89 SO.FT.)
L \ c� 'i TRAIL, DRAINAGE, BTU/FO A 3000 BRIARCREST DRIVE, STE. 500
\ \ TEMPORARY \ 13 15 A9 e UTWTIES &ACCESS, OPEN �r BRYAN, TX 77802
\ \ PRIVATE DRAINAGE 2 \ 9 000 / SPACE
EASEMENT\ \ \ \ (20223/173) CP, E1 O° PME O y � / i C crrsa/'t tm�,,.� EMAIL:
(979) 268-2000
�- ,1 1 / �+'=� EMAIL: Chris.rhodes0oldhamgoodwin.com
\ ` FILENAME: 0813FP7 A SCALE: i "=60'
��0�ry PUE \`� 00 C'0 5ti� / ` SUBMITTED DATE: 2/17/25
�'y POST OFFICE BOX 9253
�40' (19862/01) / �• , REVISIONS: 3f 17/25, 4/4/25 -
`) / p COLLEGE STATION, TEXAS 7784_
1 i DRAWN BY: R.A.M. -
1,\v/� 12' BTU/FO //iJ� \ °p �,�F� / (19863/69) \ ��o'� L'MAIL: civil@rmengineer.com CHECKED BY: MICHAEL KONETSKI
(20216/148)-� \ ��� o \ / / P y° / CELL: (979) 219-4174
� (20218/i6) � 1� \ bg5 `<• \�,\' �j \ \n, f ` / KERR JOB No. 23-410, 24-342, 25-0199
10' PME TEXAS FIRM REGISTRATION No. F-4695 RIVE CONSULTING ENGINEERS
(19882/53) / / CLIENT NO. PROJECT NO.
SHEET 3 OF 3 I '� ` 11 h°°° ' 325 - 0813
/ SHEET -� OF 3
EXTERIOR CURVE
DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
1,443.00'
S3.99'
2'OB'38"
S 35'35'19" E
53.99'
C2
475.00'
16.91
2'02'24"
N 51'14'39" W
16.91'
C3
525.00'
45.81'
S'00'00"
N 49'45'52" W
45.80'
G4
105.00'
15.06'
8'13'12"
5 46'5044" W
15.05'
C5
775.00'
50.50' 3'44'01"
291.2" ---��'"3'29"
� 53'18'31" W
50.49'
C6
825.00'
`I 45'03'49" E
289.70'
INTERIOR LINE
TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
S 8T44'08" W
28.28'
L12
S 9'1T00" W
38.48'
L2
S 036'40" E
29.09'
L13
S 80'47'26" E
21.17'
L3
S 43'S7'28" E
2.89'
L14
N 3'07'35" E
22.30'
L4
S 2'16'19" E
28.28'
L75
N 2'15'S2" W
21.21'
LS
N 87'43'54" E
28.29'
L16
S 89'23'20" W
20.59'
L6
S 2'15'52" E
28.28'
Liz
S 2'16'O6" E
21.21'
L7
S 72'31'13" E
25J1'
L18
N 8T44'08" E
21.21'
L8
N 57'28'47" E
18.04'
L19
S 86'02'36" E
21.21'
L9
S 5T28'47" W
21.86'
L20
S 88'S0'16" W
15.00'
L10
S 1T2T51"L21
N 4'08'48" E
21.14'
L17
S 7912'20" E
30.89'
INTERIOR CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
1,493.00'
368.46'
14'08'24"
N 29'35'26" W
367.53'
C2
475.00'
229.67'
27'42'14"
N 36'22'20" W
227.44'
C3
475.00'
41.45'
S'00'00"
S 49'45'S2" E
41.44'
C4
525.00'
272.54'
29'44'38"
S 37'23'32" E
269.49'
CS
775.00'
31.1T
2'18'15"
N 56'19'39" E
31.16'
C6
825.00'
33.1T
2'18'13"
S 56'19'40" W
33.1T _
C7
1,443.00'
103.32'
4'O6'08"
S 24'49'10" E
103.29' _
CS
25.00'
30.7T
70'31'27"
N 13'41'40" E
28.8T _
C9
SO.DO'
218.62'
250'31'27"
S 76'18'20" E
81.65'
C10
1 443.00'
91.41'
3'37'47"
S 32'42'O6" E
91.40'
G
7-7`
11 ss ��bao �ti vv SHEET 2 OF 3
r L11 C3 Wyss?> s\ 5
�7B3'' pti, \ ?,''o, FUTURE GREENS
L9- , 83' ,\�.9 �� Q �9° \6' F VARIABLES \\ \\ PRAIRIE RESERVE
WIDTH PUE \ \ \ \
L8 ' co�'pr( rs, 96 ti° y'� 1Fo \ (15313/185) � � \ \ \
• "'fi •sp; �j` �\ a�'LO" y0ry6h1.�61 / \ L2F) \ \ \ NOW OR FORMERLY -N-
o e OGC CNO JV, LLC
�Q{`�� `SQe\ �' L�',v0`L'` \ \ \ \ \ REMAINDER OF CALLED 368.57 ACRE TRACT
/�00 A \ \ V (VOL. 13744, PG. 240)
l.5 C2 Al \ \ \\
LS 8\
0 �60 . 1120
oo°° o p�o�" S5 O \` (20z 6/148} j/ ?•ij3�' \ \ \ \\ \\ sc,rlLe: 1 =6�rt
C O '� `� \ 2 ,'1 �0 \\ L27 (20218/16) / C ,� e \ �\ \ \ \\ ACCETEMP�SAEASEMENTRY ENCY _ �'�!`���.�'�
,� ° �'00 p r LINE LEGEND
/ o`O o• 10' n\ ,•�9 12' BTU/FO Es. \
PME so b�� (20216/148) / O \ \ \ EXISTING PROPERTY LINE
(20218/16) / ®� L30 \ (15313/175) _ _.
2 ,� 12' BTU
\ \ \ -"- EXISTING SUBDIVISION BOUNDARY LINE
42 O 10' / o'J '"� ''` \ (20216/148) \ �.,..,
gh \ L28 PUE �� �� ( / ) \ \ \ - PROPERTY LINE
b L79 v i (20218/16) -
F,'�1 \so ��9 5� s \ \ \ \ SUBDIVISION BOUNDARY
J
L2 \ �k P E ��\ 5 bg 5 O \ / // �A �'�? c \ \ \ L31 \ \ \ EASEMENT
0 \
38 s, \22 L20 p\ \ \ PUE PUBLIC UTILITY EASEMENT
\ O G6 °o ��• L32 C' \ \ \
L1 \ p 1 16. o2, 9d \ PrAE PRIVATE ACCESS EASEMENT
10' F.ry \ �20 SO `�5'� O 9> U Ciw`l' yR O \ POEI �, i'\A�. \ \ \
PME �, \ �", 2� \ \ cOQ, \ \ \ PAE PUBLIC ACCESS EASEMENT
.�-��
\ Y�5p0 G5 !c� �p0 �'02, \ ��s�J O�� ti° O \y,07 s, \ s ?,9R, � \\ \ PrDE PRIVATE DRAINAGE EASEMENT
r� \ J n5 50° \02, �o a� F\ `) `. \
\ PDE PUBLIC DRAINAGE EASEMENT
�' �d \ N mo �>. SEE c6 /� �Oo sp,b2, O �''s \ O y r�?o2se�\�C 38 9��• �A / //\ ��9��� \ \ \ \ \ PME PUBLIC MAINTENANCE EASEMENT
Q (�
INSET 10' o2�s'��o. J / -\ •9iQ �\ \ AE ATMOS EASEMENT9 12' BTU/FO vtg,6 S
A'b, O Soo• G� iy (19862/01)
/ \ BRYAN TEXAS UTILITIES & FIBER
2 O y o y O / \ \ (19863/69) \ ` / \ BTU/FO OPTIC EASEMENT
LIJ oo w o e s, e �� o / \
tP 6 ��5 O. 2 �° 5ti y�l yo'� �p \ \ IRF IRON ROD (FOUND)
�Z �o� 2s, s" .yEc \\ \ / / / \ \ \
15, �h F� GOQ `g0 °° O��' \ / / / `� \ \ \ VOL. VOLUME
sFs ���eg�e�02, 10 `�� \\ \\ \\ !/ \\ \ \\ \\ PG. PAGE
R.O.W. RIGHT-OF-WAY
tJ `a''• o�\\ 1 �• (CM) CONTROLLING MONUMENT FOUND &
{p rj m� O p2' 2i pp C7 \ \ / \\ / TEMPORARY \ USED TO ESTABLISH PROPERTY LINES
a �•„ 0 °0 `2s, 50 / \ \ / PUBLIC ACCESS \
sy EASEMENT \ \ O PRESERVATION AREA
/ \
PME 90 (19881/241) \ \ 0LOT NUMBER
0BLOCK NUMBER
y \\ 14 \ g0�� �02• 9, OA COMMON AREA
n1302, 'g9, p 4�
\ ss, 1a 50� cy`L COMMON AREA "A
TEMPORARY \ 0 TRAIL, DRAINAGE, BTU/FO
PRIVATE DRAINAGE 15 E`9y, p a UTILITIES &ACCESS. OPEN
'\ EASEMENT 2 � °p 50�§ SPACE f \ \ \ \
\ (20223/173) ��\ rt'L lil PME 38 �1�/ / / \ \ \ \ TEMPORARY EMERGENCY \ \
S Q' \ 0a 10' \ \ / / \ < \ ACCESS EASEMENT \ \
PUE �`� �O c'o 9� / / \ \ \ (15313/175) \ \
_ \ C.p
12' BTU/FO
(19862/01) \x / / \ \ VARIABLE
- - - -' - 12' BTU FO �� / (19863/69) \ / '�/ 101 4V / \ / \ \
- - 20216/148) 'L \ 1�p0 �J PO / . �. \ j / \ \ WIDTH PUE
(20218/16) \ ��00 / y/ (15313/185)
•'' ��e ���� �r, \ 10' PME
r1 \. 11 p0 (19882/53)
42
V \ / �
00 v L13 �`� �,5 , otiti. �- / / y d;F;EE:Ns PRAIRIE`y 11 11
11 �� ` ��� ������� �v v /� R,EiERVE, vvv� i I
SECTION 15, PHASE. 601 /
VOL. 19882, PG. 53
NOW OR FORMERLY / / // G�,• \
1 OGC CNO JV, \ 10' PUE
y LLC v (19682/53)
1 BLOCK 42, LOT 10
(19882/53)
i 12' BTU/FO
(19862/01)
11 (19863/69) /
1
FUTURE GREENS
PRAIRIE RESERVE 1 TEMPORARY
PRIVATE DRAINAGE
\ EASEMENT
NOW OR FORMERLY \ v /
OGC CNO JV, LLC \ (20223/173)
REMAINDER OF CALLED 368.57 ACRE TRACT
(VOL. 13744, PG. 240) \ > \
30' PrDE R A ` \
\ \ (19862/27) / / / / / _ COrso,
SHEET KEY
v
GREENS PI'RLA]RIE'
SECTION 4, PHASE 402 /� \
VOL. 19,582, PG. 210 n
/J
EXTERIOR
LINE
TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
Li
N
38'51'09"
W
60.79'
L17
N
47'15'52"
W
50.OD'
L2
N
47'15'52°
W
3426'
L18
N
42'44'OS"
E
17.75'
L3
N
3'08'28"
W
27.85'
L19
N
2'16'06"
W
28.28'
L4
N
52'15'S2"
W
58.44'
L20
S
8T31'S3"
W
28.19'
L5
S
85'14'08"
W
29.49'
L21
S
47'15'S3"
E
50.00'
L6
S
42'44'08"
W
21.11'
L22
S
42.44'08"
W
106.38'
L7
N
4T15'S2"
W
50.00'
L23
N
8T44'08"
E
21.21'
L8
N
42'44'08"
E
16.73'
L24
S
50'22'28"
E
50.73'
L9
N
4'45'S2"
W
27.02'
L25
S
50'08'24"
E
62.10'
Li0
N
52'15'52"
W
15.21'
LZ6
S
37'18'10"
E
62.16'
L11
N
47'15'52"
W
20.83'
L27
S
26'OS'45"
E
62.16'
L12
S
87'44'OS"
W
21.21'
L28
S
22'40�22"
E
53.88'
L13
S
O'36'40"
E
21.82'
L29
S
34'49'00"
E
50.00'
L14
S
46'D2'45"
W
50.00'
L30
S
57'42'42"
E
72.25'
L15
S
89'23'20"
W
27.46'
L31
S
52'S3'45"
E
72.25'
Lib
S
42'44'OS"
W
16.2T
L32
S
48'04'48"
E
24.29'
EXTERIOR CURVE
DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
1,443.00'
53.99'
2'08'38"
S 35'35'19" E
53.99'
C2
475.00'
16.91'
2'02'24"
N 51'14'39" W
16.91'
C3
525.00'
45.81'
5'00'00"
N 49'45'52" W
45.80'
C4
105.00'
15.06'
8'13'12"
S 46'50'44" W
15.05
CS
775.00'
50.50'
3'44'01"
S 53'18'31" W
50.49'
C6
825.00'
291.21'
20'13'29
N 45'03'49° E
289.70'
INTERIOR
LINE TABLE
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
S
87'44'08"
W
28.28'
L12
S
9'17'00"
W
38.48'
L2
S
O'36'40"
E
29.09'
L13
S
80'4T26"
E
21.1T
L3
S
43'S7'28"
E
2.89'
L14
N
3'07'35"
E
22.30'
L4
S
2'16'19"
E
28.28'
L15
N
2'15'S2"
W
21.21'
L5
N
874354"
E
28.29
L16
S
892320"
W
20.59'
L6
S
2'15'S2"
E
28.28'
L17
S
2'16'O6"
E
21.21'
7
S
7231'13"
E
ZSJ1'
L18
N
8T44'OS"
E
21.218
N
5T28'47"
E
18.04'L19S
86'02'36"
E
2L21'
L
S
57'28'47"
W
21.86'
L20
S88'50'16"
W
15.00'0
S
1T2T51"
W
38.29'
L24'OS'48"
E
21.14'
1
S
79'12'20"
E
30.89'
INTERIOR CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
1,493.00'
368.46'
14'08'24"
N 29'35'26" W
367.53'
C2
475.00'
229.6T
2T42'14"
N 36'22'20" W
227.44'
C3
475.00'
41.45'
5'00'00"
S 49'45'52" E
41.44'
C4
525.00'
27254'
29'44'38"
S 3T23'32" E
269.49'
CS
775.00'
31.17'
2'18'15"
N 56.19'39" E
31.16'
C6
825.00'
33.17'
2'18'13"
S 56'19'40" W
33.17'
C7
1,443.00'
103.32'
4'06'08"
S 24'49'10" E
103.29'
C8
25.00'
30.77
70'31'27"
N 13'41'40" E
28.87
C9
50.00'
218.62'
250'31'27"
S 76'18'20" E
81.65'
C10
1,443.00'
91.41'
3'3T47"
S 32'42'06" E
91.40'
PUE
C>
0
o /
12' BTU/FO
(20216/148)
(20218/16)
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4,.
38 �
INSET "A" 0 cc
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