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- METES AND BOUNDS DESCRIPTION ACCESS ROAD LIMIT
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12.619 ACRE TRACT
CRAWFORD BURNETT LEAGUE, A-7 �,�(,(Z( CL�S►(u'i HENRY P. MAYO AND WIFE
$ COLLEGE STATION, BRAZOS COUNTY, TEXAS
SANDRA K. MAYO 23.00 ACRE o
.� " '• 15 .. ` METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETr LEAGUE, ABSTRACT No. TRACT 1253/878
+ 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING ALL OF A CALLED 12.573 ACRE TRACT AS DESCRIBED BY A DEED TO DWS U
OF A
FUTURE TOWERS PARTWAY CALLEDDEVELO9.260 ARE RECORDED
DESCRIBED BY IABDEED TO DWS DEVELOPMENT. INC. PAGE 194 OF THE OFFICIAL BRECORDED LIC RECORDS
IN VOLUMES 112198, PGE TEXAS, THE OAND A �CpIALNPUBLIC
N 38' B -B CONCRETE PVNrI - 6" ROW RECORDS OF BRAZOS COUNTY, TEXAS.
- SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
NATES: _
COMMENCING AT A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST UNE OF ROCK PRAIRIE ROAD MARKING THE SOUTH CORNER OF SAID 9.269 ACRE
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. TRACT AND THE EAST CORNER OF A CALLED 23.00 ACRE TRACT AS DESCRIBED BY A DEED TO HENRY P. MAYO AND WIFE, SANDRA K. MAYO, RECORDED
2. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA IN VOLUME 1253, PAGE 878 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS;
THENCE N 47' 44' 50" W ALONG THE COMMON LINE OF SAID 9.269 ACRE TRACT AND SAID 23.00 ACRE TRACT FOR A DISTANCE OF 871.91 FEET
3. THIS TRACT DOES NOT UE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.1 R M MAPS TO THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED TRACT•
COMMUNITY PANEL NO. 48041CO305-E, EFFECTIVE MAY 16, 2012.
`
4. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES E ONES
WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS.
THENCE: N 47' 44' 50" W CONTINUING ALONG THE COMMON UNE OF SAID 9.269 ACRE TRACT, SAID 12.573 ACRE TRACT AND SAID 23.00 ACRE
TRACT AT 703.48 FEET PASS A 1/2 INCH IRON ROD FOUND, CONTINUE ON FOR A TOTAL DISTANCE OF 704.00 FEE? TO THE SOUTHEAST UNE OF THE
THESE
WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS.
REMAINDER OF A CALLED 108.86 ACRE TRACT AS DESCRIBED BY A DEED TO HEATH PHILLIPS INVESTMENTS, LLC RECORDED IN VOLUME 9627, PAGE 73
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID
5. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS.
REMAINDER OF 108.88 ACRE TRACT BEARS: S 41' 21' 39" W FOR A DISTANCE OF 60.12 FEET;
6. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTIU71ES (BTU). ADDITIONAL
EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU.
THENCE: N 41' 21' 39" E ALONG THE COMMON LINE OF SAID 12.573 ACRE TRACT AND SAID REMAINDER OF 108.88 ACRE TRACT FOR A DISTANCE
OF 741.33 FEET TO THE SOUTHWEST LINE OF THE BARRACKS II SUBDIVISION, PHASE 101, ACCORDING TO THE PLAT RECORDED IN VOLUME 11191, PAGE
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34 B -B - 50'R r s LINE \ J w -
\,
HEATH PHIL TMENTS, LLC �-- >>o. o C5
uNE
G iI
- - = - _
o
/ � I I � I
REM 10 8.8, p3"v+ :, Ir r,
8.8 RE CT 9627/73 \ --' ( 19 2 )
N �� 50.00' 50 00' 50.00' 32 5 _ 1` - , ,u __ � ZONINt3, i ( I I q� n m o I
6 `b'�- � � •- . . -� •,.; ... `� 50.00 "5Q.D 50:0 UNE - - _ _ C!� N I � I ( I V � E
$• 4 / �- 32- .. _. wK 51). _ \ -BT fl 3 \ \ ' ( C I I
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14 �`��1 Ow, 8.62' . I '�✓ � � � � � PORARY �
II I
- - ` " I l $ g N `t \ \\ ?? 29- BLOCK 2 I 1
7 P.0 E v> g g o ro TURN ROUND '' 1 \\\ 3 B I l I ` I ZONING
I TYP. ` / in ui vi', OR P ASE \ \�� - - - - -/-I I I_ 1 - 1 I UNE \ I I I 1
BLOCI It It j LI it I IL It t.,-
"� / I 5 0 4 0 3 0 2 `; i +-+ I `; 4 0 li \ c 2 c 1 N �' ■ `'x COKNi ION \
4 0`1/h�` 6 o M 1. I, / I I. ;, ERGENCY I. IESS- - (� / I. /rn �iiREt12 ZONING �ZONIN _ i evt
13 - - ��� CITY (� *�� / I V��• ,FOR PH1,06-/ / y`Iry 61,06-8 I1t1 �" U \ x -328 -UNE UNE I N n II roiw'
TOWERS PARKWAY Y
I ti� LIMIT Zv �+
3 UNE
383 II
' B -B PVl\dT - GT ROW I
,- ro
� 34.07' 1 f�i ,
II
43' 50.0 ' 50.00' SQ.00' 50.00' 7.50' 50.00' If 2 GATE
I12.11LO z
GATES
12CITY
- METES AND BOUNDS DESCRIPTION ACCESS ROAD LIMIT
�n
s 1 OF A \ "' FOR PHASE 2 UNE N/F �qt
12.619 ACRE TRACT
CRAWFORD BURNETT LEAGUE, A-7 �,�(,(Z( CL�S►(u'i HENRY P. MAYO AND WIFE
$ COLLEGE STATION, BRAZOS COUNTY, TEXAS
SANDRA K. MAYO 23.00 ACRE o
.� " '• 15 .. ` METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETr LEAGUE, ABSTRACT No. TRACT 1253/878
+ 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING ALL OF A CALLED 12.573 ACRE TRACT AS DESCRIBED BY A DEED TO DWS U
OF A
FUTURE TOWERS PARTWAY CALLEDDEVELO9.260 ARE RECORDED
DESCRIBED BY IABDEED TO DWS DEVELOPMENT. INC. PAGE 194 OF THE OFFICIAL BRECORDED LIC RECORDS
IN VOLUMES 112198, PGE TEXAS, THE OAND A �CpIALNPUBLIC
N 38' B -B CONCRETE PVNrI - 6" ROW RECORDS OF BRAZOS COUNTY, TEXAS.
- SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
NATES: _
COMMENCING AT A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST UNE OF ROCK PRAIRIE ROAD MARKING THE SOUTH CORNER OF SAID 9.269 ACRE
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. TRACT AND THE EAST CORNER OF A CALLED 23.00 ACRE TRACT AS DESCRIBED BY A DEED TO HENRY P. MAYO AND WIFE, SANDRA K. MAYO, RECORDED
2. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA IN VOLUME 1253, PAGE 878 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS;
THENCE N 47' 44' 50" W ALONG THE COMMON LINE OF SAID 9.269 ACRE TRACT AND SAID 23.00 ACRE TRACT FOR A DISTANCE OF 871.91 FEET
3. THIS TRACT DOES NOT UE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.1 R M MAPS TO THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED TRACT•
COMMUNITY PANEL NO. 48041CO305-E, EFFECTIVE MAY 16, 2012.
`
4. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES E ONES
WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS.
THENCE: N 47' 44' 50" W CONTINUING ALONG THE COMMON UNE OF SAID 9.269 ACRE TRACT, SAID 12.573 ACRE TRACT AND SAID 23.00 ACRE
TRACT AT 703.48 FEET PASS A 1/2 INCH IRON ROD FOUND, CONTINUE ON FOR A TOTAL DISTANCE OF 704.00 FEE? TO THE SOUTHEAST UNE OF THE
THESE
WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS.
REMAINDER OF A CALLED 108.86 ACRE TRACT AS DESCRIBED BY A DEED TO HEATH PHILLIPS INVESTMENTS, LLC RECORDED IN VOLUME 9627, PAGE 73
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID
5. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS.
REMAINDER OF 108.88 ACRE TRACT BEARS: S 41' 21' 39" W FOR A DISTANCE OF 60.12 FEET;
6. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTIU71ES (BTU). ADDITIONAL
EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU.
THENCE: N 41' 21' 39" E ALONG THE COMMON LINE OF SAID 12.573 ACRE TRACT AND SAID REMAINDER OF 108.88 ACRE TRACT FOR A DISTANCE
OF 741.33 FEET TO THE SOUTHWEST LINE OF THE BARRACKS II SUBDIVISION, PHASE 101, ACCORDING TO THE PLAT RECORDED IN VOLUME 11191, PAGE
TANGENT
123 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: N 38 03' 26" E FOR A
DISTANCE OF 0.13 FEET;
7. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION
C1
UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN WHICH THEY LAY
✓ THENCE: S 49' 58' 35' E ALONG THE ALONG THE COMMON UNE OF SAID 12.573 ACRE TRACT AND SAID PHASE 101 FOR A DISTANCE OF 562.09
8. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION
(HOA). HOA DOCUMENTS WILL BE PROVIDED WITH THE FINAL PLAT IN ACCORDANCE WITH UDO SECTION 12-8.3.0
FEET TO THE NORTHWEST LINE OF BUENA VIDA SUBDIVISION, ACCORDING TO THE PLAT RECORDED IN VOLUME 10140, PAGE 169 OF THE OFFICIAL PUBLIC
RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: N 00. 39' 03" W FOR A DISTANCE OF 0.26 FEET;
OWNERS ASSOCIATIONS FOR COMMON AREAS AND FACILITIES.
/* THENCE: S 41' 27' 23' W ALONG THE COMMON UNE OF SAID 12.573 ACRE TRACT AND BUENA VIDA SUBDIVISION FOR A DISTANCE OF 206.39 FEET
9. ALL LOTS IN BLOCKS 1, 2, 3, 4, 5 & 6 ARE ZONED T. TOWNHOUSE. ALL LOTS IN BLOCK 7 ARE ZONED GS,
TO A 1/2 INCH IRON ROD FOUND MARKING THE MOST WESTERLY CORNER OF BUENA VIDA SUBDIVISION;
GENERAL SUBURBAN.
! THENCE S 47' 49' 48" E CONTINUING ALONG THE COMMON UNE OF SAID 12.573 ARE TRACT AND BUENA VIDA SUBDIVISION FOR A DISTANCE OF
10. THIS AREA IS IN THE STEEPLCHASE SANITARY SEWER IMPACT FEE AREA. IMPACT FEES SHALL BE PAID IN
260.09;
CONJUNCTION WITH THE ISSUANCE OF BUILDING PERMITS.
THENCE ALONG THE COMMON LINE OF SAID 12.573 ACRE TRACT AND SAID 9.269 ACRE TRACT FOR THE FOLLOWING CALLS:
11. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE PERMITTED ONTO TOWERS PARKWAY.
/S 47 15' 10" W FOR A DISTANCE OF 115.61 FEEL-
12 SIX FOOT SIDEWALKS, FOUR FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF
25.00'
TOWERS PARKWAY. FIVE FOOT SIDEWALKS SHALL BE REQUIRED ON BOTH SIDES OF ALL OTHER STREETS.
N 47 44' S0" W FOR A DISTANCE 0 29.16 FEET;
13. TOWERS PARKWAY SHALL HAVE BIKE LANES.
✓S 47 10' 12' W FOR A DISTANCE OF 50.00 FEEL TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET,
25.00'
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' OD' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 07 44' 50" E - 35.36
14. EACH SINGLE-FAMILY AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN
FEET) TO THE END OF SAID CURVE;
CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222.
/S 47 15' 10" W FOR A DISTANCE OF 176.50 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
15. ON THE FINAL PLAT ALL LOTS WILL HAVE A 2.5' WIDE PUBLIC ACCESS EASEMENT ACROSS THE FRONT OF THE
25.00'
LOT FOR THE PROPOSED SIDEWALK.
/ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET CHORD BEARS: S 8T 15' 09" W -
16. THE TRAFFIC CLAMING MEASURE PROPOSED WITH THE WIDER STREET OPTION FOR THE SINGLE-FAMILY PARKING
REQUIREMENTS IS BULB -OUTS. THE LOCATION OF THESE WILL BE DETERMINED WITH THE CONSTRUCTION PLANS
35.36 FEET) TO THE END OF SAID CURVE;
�N 4T 44' 50" W FOR A DISTANCE OF 12 02 FEET•
17. PHASE 2 OFQQUINOX SUBDIVIS109 IS CONTINGENT ON THE OFF-SITE EXTENSION OF SANITARY SEWER MAINS. S 47 13' 46' W FOR A DISTANCE OF 50.00 FEET;
18. PHASE 2 WILL REQUI REMOTE ACCESS POINTS FOR EMERGENCY ACCESS PURPOSES. THE LOCATION OF ✓N 47- 44' 50' W FOR A DISTANCE OF 50.50 FEET-.
THE EMERGENCY ACCESS ROAD IS SHOWN ON THIS PLAN.
�'/THENCE: S 47 15' 10" W THROUGH SAID 9.269 ACRE TRACT FOR A DISTANCE OF 115.00 FEET TO THE POINT OF BEGINNING CONTAINING 12.619
BARRACKS II SUBDIVISION. THE EMERGENCY ACCESS ROAD CAN THENN BE REMOVED.
1`9 PHASE 3 FINAL PLAT WILL NOT 8E FILED UN11L PAPA BEAR DRIVECONSTRUCTED IN PHASE 202 OF THE ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
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UNE TABLE
LINE #
Curve Table
DIRECTION
L1
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD RD
CHORD DIRE CT10N
C1
39.27'
25.00'
09800'00"
25.00'
35.36'
S02'44'5D"E
C2
39.27'
25.00'
09000'00"
25.00'
35.36'
S8715.10"W
C3
39.27'
25.00'
09700'00"
25.00'
35.36'
N87'15'10"E
C4
39.27'
25.00'
090'00'00"
25.00'
35.36'
S0744'501
C5
16.09'
25.00'
036'52'11'
8.33'
15.81'
S66'10'56"E
C6
142.11'
50.00'
16750'52"
331.55'
98.88'
S0311'36"E
C7
16.09'
25.00'
036!52'12"
8.33'
15.81'
S5W47'45'W
C8
26.70'
17.00'
09000'00'
17.00'
24.04'
S03'38'21 "E
C9
17.75'
200.00'
00505'09"
8.88'
17.75'
S51'10'56"E
C10
26.02'
250.00'
00557'48"
13.02'
26.01'
S504C37E
C11
20.82'
200.00'
00657'48"
10.42'
20.81'
N5044'37"W
C12
22.19'
250.00'
1 00505'09"
11.10'
22.18'
N51 -10.56-W
C13
78.54'
50.00'
090700'00"
50.00'
70.71'
NON38'21"W
C14
38.88'
25.00'
089'06'29"
24.61'
35.08'
NO3'1 1'36'W
615
39.62'
25.00'
090'47'47"
25.35'
35.60'
S8851.16 -W
C16
30.77'
25.00'
070'31'44"
17.68'
28.87'
S0811'31'W
C17
218.63'
50.00'
250'31'44"
70.71'
81.65'
N83'48'29W
C18
38.92'
25.00'
089'12'13"
24.65'
35.11'
NDYOS'44'W
C19
39.66'
25.00'
09053'31"
25.39'
35.63'
N8648'24'E
C20
38.88'
25.00'
089'06'29' 1
24.61'
35.08'
NO3-11'36"W
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UNE TABLE
LINE #
LENGTH
DIRECTION
L1
29.07'
N47' 44' 50"W
L2
50.00'
S42' 10' 12"W
L3
12.02'
N47' 44' 50'W
L4
50.00'
S42. 13' 46"W
L5
50.50'
N47' 44' 50"W
L6
17.71'
SW 38' 21"E
L7
36.71'
SST 43' 31'E
L8
5.00'
S47' 45' 43"E
L9
5.77'
N47' 45' 43"W
L10
36.71'
N53' 43' 31'W
L11 '
34.71'
N48' 38' 21"W
L12
4.39'
N41' 27' 23"E
L7137
8.75'
S74' 01' 37"W
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ZONING
I*RELIMINARY PLAN"
NOT FOR RECORD
REVISED
PR�LI I
l�TAR Y PLAN
12 AT ROCK PRAIRIE
r
21.842 ACRES - 146 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS'i
PHASE 2:11.942 - 90 LOTS - (0.969 ACRES COMMON AREA)
BLOCK 4, LOTS 6-22 I
BLOCK 5, LOTS 1-12
BLOCK 6, LOTS 140 l
BLOCK 7, LOTS 1-21 ri
PHASE 3: 0.677 - 5 LOTS
:.i
BLOCK 8, LOTS 1-5
SAVE & EXCEPT
PHASE 1 (VOL. 12464 PG. 180): 9.223 - 51 LOTS - (1.753 ACRES COMMON AREA)
BLOCK 1, LOTS 1-17
BLOCK 2, LOTS 1-20
BLOCK 3, TOTS 1-9
BLOCK 4, LOTS 1-5 �I
FEBRUARY 2015 SCALE: 1 "=60'
OWNER/DEVELOPER: SURVEYOR: ENGINEER:
DWS DEVELOPMENT BRAD KERR, RPLS NO. 4502
P.O. Box 4508 KERR SURVEYING, LLC Schultz Engineering, LLC
BRYAN, TX 77805 409 N. TEXAS AVE.
BRYAN, TEXAS 77803
979.268.3195
2730 LONGMIRE DR., SUITE A
COLLEGE STATION, TEXAS 77845
979.764.3900
►r4
9
ro
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i26 27 28 L„ 30 LEGEND VICINITY MAP
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I I I I I I I I I I I { I I" I" I z, I I - _ 3 LOT LINE
(11191/"23) i I (1 191/123 - 1 ( 26 �� 29 I I - - - PUBLIC UTILITY OEASEMENTNE ® ® c
HE B RRA KSI SUBD SO I Q � 31STREET RIGH
10' P.U.EPHA E 10 PLA 11191/123 - - - _ 11 - --- -- r' I 4 I a ,2 23 74 `5 28 30 I - EXISTING EASEMENT LINE
{11191/1 3) ZO ED - DD -- - r" - - - - - - I -L1 iiT.orr �4 I ( I I I I ( 1 I I I E D ; •. �d PHASE LINE
} -
- ® N CI iY LIMITS
-
65.03' ( �'
ZONING LINE '
.....................
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PUBLIC DRAINAGE EASEMENT
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- M': ;'•;•'.:::x:32: •. F.... �•12t&'i.: 1-�lr� . I BLOCK 2 101 0/169 a e SRe--
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d Lt BLOCK 5 S � 6 4.60 a M( �� M q.. I 6 I I ZONIED - GS I I ( W I I 2 I 3 I 4 I 5 I 6 7 I 8 I I 10
FUTURE PAPS BEAR DRIVE o /3`° r'`� S4V 32' 377E - 115,49' M s4s/ 32)37T N 113.25' ' 2' 377E 114.98' I I 20' P.U.E 1 7 8 I 9 I 10 ( 11 I 12 I �O I 1 I I ( I
27 B -B PVNIT - 50 ROW S - - - - I �� (10140/169) j I ti BLOCK 3
o g 20' P.U.E I O
• - 13.65' 8 5 ��}'� w 18 m (10140/169)
>', I M
S48' 32' 377E N 113. N 848' 32' 37'E�1� .25' S48' 32' 377E_/I14.98' I------------- ------- --- ---- ---I \ �----------- --- ---- --- - - - - - - ---- --- --
21 1p' o
P.U.E 9 8 -� o � I y 'a 47' 49' ' - 2 �'
P.U.E 21 g . ai (Tn'•) / I I W y� i . ` A t a.ae
> N N � �`+ /' 40.00' 26.00' 28.OQ'' 36.00' /36.00' 28.00' 28.00' 36.0 ' _
(TYP.) S4a' 32' it N 113.35 x� S48' �37"E N 113.25 c°� � 7`_ - - - - - - - - - - - - - - - - - -
• eq ` ST - - - 848' 3 ' 37"E_ 114.78'
22 r - - BLOCK 7 I / P.M. a c t1 '=:.:.:?
g
N48' 38' 21 "W N 120.00' r h o �. ti / I 2
e c. 10 I. I I/ 3 {TYP.) g h 16 �' ^M• t n
P.U.E
ry, ti/ by
N 3 t ai ` �.. - /
" 20 a 20 o `� 848' 32' 37"E » 113.30' N 848. 32' 377E N 113.25' `� ,y'�O '' � BLOCK41 I LOCK (/
- - -- - - - S48 32' 3YE_ 11 .38' r ro- r I �
N48' 38' 217W N 120.00' Z? o' P.U.E $ I i ( ( I I I I I I/ I UJ
FUTURE B C II SUBDIVISION I 11 2 / / ,/ /
19 $ N N N (Typ.) 15 I ,� 13 012 011 10 0 �) c 8 0 7 0 6 5 4 3� 2 / 1 I I 17 �16 15 13 12 \1: I N/F N/F
HA 02 19 N S48' 32 377E N 113 s 32 377E N 113.25 S4S• 32' 37 E N 114.00 //
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21 NE DD Na�36' 21"w��Q oo / 10. BL�tK 5 % r i % ,/ DIAMOND T STORAGE, LLC 0�5 06 AC.TTRACSTORAGE00.
0.5693 AC. TRACT 7009/255
18 311 r 14 BLOCK .y tv tv zv tv 10 tv ( 60 30 0
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ZONED
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(TYP.) '� - / .• 20' PUE � �� (TYP.) 663' - - - - - - - --� - - - - - - - - I ONE R SCALE IN FEET
I
i 66.56' 7.91'
17 N48' 38' 21"W N 120.00' 1S ."^ - -
•• �,� 3' 28. 2.600.r .00 3 28.00' 8.00' 29 / �--- �Fl� � I
71
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P.U.E $ .-------
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I / -� -... -$
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Q 3 20' PRIVATE DRAINAGE EASEMENT I I
12 - -
ST I 1 Q - -./
C 10' S48' 39' 21"E N 120.00' _ j 47.81' 28 28.00' 28.00' 3 .00' 36.00' 28.00' 28.00' 28.00' 8.00' 36.Do, 28.0 .00' 28 OD' 3 00' 3f 0' 28.00' 00' 28. 43.5d'{Y W I ^ I I m / ---325
c -- (..) I 12 / $_ = T 44' 50 N 31 W I I 6 I ! 14 I I I I 7 ' I ( I I COM]\10
TYP. / _I AREA 1� I DF.T TION
17 N M 10' t 4
BLOCK 9 BLOCK 10 - « 1 P.U.E ri ai / ri rcli 20' o ri •`M ` 04 ri ai `M 1 `y `�! o! '` "� c•! FA I I I I P D 1 I
T p -- S4� ' 2Q.00 - �.y ' 1` f r t- ! P•1Y(E r r r( r r/ M 7M. ( 6 I I 6 I ( I ( I f 1
r aa// r r r r r r r r r r r r (� I
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to oI I I I 1 I I I I I I I I I I I I I M -_
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p
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1 �` 22 23 24` 25 26 +� 27 28 29 �` 30 31 33 �` 34 �` 35 136 �37 +� 8 39 C 4 N �-
w - - Q 10 8J W B ocK6 I, I. /I� I:- I:-� Ir Ir r r rr r I�' it I. I^ I:- Ip I�� �3a
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16 9 15.15 r ' /� :. a N I ;n / 1n I . I / 11n r ,O I 4 `�M _ ( p 1 C, 5 1 5---,
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t!L_ t�i- i�i .U.E k_ MN
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- - ( e o� V � � �
4- - f� I
• DRAINAGE EASEMENT .. Q� 17 � ,� _
8 / p a " 2 ' 28.00' 28.0 ' 38 00' 36.0 ' 28.00' 0' 2 00' 36.00' 3 00 28.00' 28. 36. 36.00' 8 28.00' 28.0 ' 3 ( I I 4 4 I
- -_
S48' 38' 217E N 3' ::> . .-..: :- • .. ..:• ..: c
.... .e..
15 8/ I N - / \ -j' F I M I I I R'"cdv 1
N/F 7 / / PAPA BE it DRIVE s I 3 y I 1$ I I 3 I W (' 3 1 I I I I
i J _ /II
HEATH PHIL TMENTS, LLC ( " 34' B-BM7 - 50' ROW I N
REM 108 ��y1 CT 9627/73 03 \ I _ 19
• >8 " 1W }
I
16 S- a r. F r m 2 I i W
• I I
N 50.00 50.Qo 50.00 32
6� -�` _ °' -�`32 .,..� M_ 5D00'.,.,�.-. w•..�.�- .u,.:w _..�.,.. v .�. .._ �.,� .,:.. ` 1 ��, 1 ( I I 0 I N S
4 1
6 ` $� > : 50.0 50. 50 - - - - - . `Y ( ( � � U ' `
_ - I v I 1
3 I I �i
14 iso' 4� C
10. 2 .62' m BLOCK 2 1
r
/ I
7E `1 ^ `moi' 8 8 �; 8 s o I ( 8 8 8' �\�� 3?8 29- `- 20 /_i
5 ( ) ��'tin 30�, yar° r l r I ' ' `ka --- --- ---- I!
BLOCI< 7 �� `" r � I t i x / x I I x ! 'J I x I x ��. � � I x � t".,COMMON
, aas �' h � _...- - _ - -
o / I c� n r 2 1--I _0 4 o o o M o . \ \
4 /�� 6 0 *- I o I c/ o I � d.-•-� : � 20 E ENCY 3�c 2 r 1 � COMMON ••--XX _
- - u1 /� in r w CESS ROAD I I1 I / /M r \1 A2 i -_ I
i.
13 r( o� I •; r I FOR PHASE 2 r r r `� \ I' I +n N
_ I� M
CITY / J "� in BLC►CK $ 11 ..328--- r " N I
LIMIT a �^a� M s( EE NOTE 21) �/ U TOWERS PARKWAY
3 -LIN y vi '` 11 \ 38' B -B PNMT - 67 ROS• \ \ \ I
J.0T S0A0' 50.00' 7.50' 50.00 t
-�oNMI
}
2 ` 'W _ 721. GATE 12.11' z
20' PUE
20' PUE GATES �--1 'N,
12 - - TOWERS PAR WAY ACCESS ROAD Y CITY 3:_1V1
W .
1
METES AND BOUNDS DESCRIPTION ROW VARIES FOR PHASE 2 LINE N/+
OFA (SEE NOTE 21)
HENRY P. MAYO AND WIFE
12.619 ACRE TRACT ,
CRAWFORD SURNETT LEAGUE, A-7 SANDRA K. MAYO 23.00 ACRE c
COLLEGE STATION, BRAZOS COUNTY, TEXAS
J TRACT 1253/878
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. v
tp T 7 COLLEGE STATION BRAZOS COUNTY TEXAS SAID TRACT BEING ALL OF
�_m3'PHASE MAP
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(11111111111111 111��IC 111111111111��`►
��� 11111111111���
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I FLTURE TOWERS PARKWAY
A CALLED 12.573 ACRE TRACT AS DESCRIBED BY A DEED TO DWS
DEVELOPMENT, INC. RECORDED IN VOLUME 12198 PAGE 194 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND A PORTION OF A
Curve Table
38' B -B CONCRETE
PV1dT - 67' ROW
CALLED 9.269 ACRE TRACT AS DESCRIBED BY A DEED TO DWS DEVELOPMENT, INC. RECORDED IN VOLUME 12198, PAGE 169 OF THE OFFICIAL PUBLIC
RECORDS OF BRAZOS COUNTY, TEXAS.
LENGTH
RADIUS
DELTA
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
CHORD
CHORD DIRECTION
C1
COMMENCING AT A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST UNE OF ROCK PRAIRIE ROAD MARKING THE SOUTH CORNER OF SAID 9.269 ACRE
NOTES;
090'00'00"
13. TOWERS PARKWAY SHALL HAVE BIKE LANES.
TRACT AND THE EAST CORNER OF A CALLED 23.00 ACRE TRACT AS DESCRIBED BY A DEED TO HENRY P. MAYO AND WIFE, SANDRA K. MAYO, RECORDED
S0244'50"E
C2
39.27'
IN VOLUME 1253, PAGE 878 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS;
1.
BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS
14. EACH SINGLE-FAMILY AND TOWLOT WILL PROVIDE A
S87*15'10"W
C3
ESTABLISHED FROM GPS OBSERVATION.
OF 2
MINIMUM OF 2 TREES OF AT LEAST EAST 2 INCHES IN CALIPER OR
THENCE: N 47' 44' 50" W ALONG THE COMMON LINE OF SAID 9.269 ACRE TRACT AND SAID 23.00 ACRE TRACT FOR A DISTANCE OF 871.91 FEET
25.00'
35.36'
ONE 4 INCH CALIPER TREE PER ORDINANCE 3222.
TO THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED TRACT,
2.
THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA
1 090'00'00"
25.00'
3.
THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR
15. ON THE FINAL PLAT ALL LOTS WILL HAVE A 2.5' WIDE PUBLIC
THENCE N 47' 44' 50" W CONTINUING ALONG THE COMMON LINE OF SAID 9.269 ACRE TRACT, SAID 12.573 ACRE TRACT AND SAID 23.00 ACRE
25.00'
FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY
ACCESS EASEMENT ACROSS THE FRONT OF THE LOT FOR THE
PROPOSED SIDEWALK.
TRACT, AT 703.48 FEET PASS A 1/2 INCH IRON ROD FOUND, CONTINUE ON FOR A TOTAL DISTANCE OF 704.00 FEET TO THE SOUTHEAST LINE Of THE
REMAINDER OF A CALLED 108.88 ACRE TRACT AS DESCRIBED BY A DEED TO HEATH PHILLIPS INVESTMENTS,
S66'10'56"E
PANEL NO. 48041CO305-F, EFFECTIVE APRIL 2, 2014.
142.11'
LLC RECORDED IN VOLUME 9627, PAGE 73
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID
4.
THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN
16. THE TRAFFIC CLAMING MEASURE PROPOSED WITH THE WIDER
STREET OPTION FOR THE SINGLE-FAMILY PARKING REQUIREMENTS
REMAINDER Of 108.88 ACRE TRACT BEARS: S 41' 21' 39" W FOR A DISTANCE Of 60.12 FEET;
C7
SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED
AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS
IS BULB -OUTS. THE LOCATION OF THESE WILL BE DETERMINED
WITH THE CONSTRUCTION PLANS.
THENCE N 41' 21' 39" E ALONG THE COMMON LINE OF SAID 12.573 ACRE TRACT AND SAID REMAINDER OF 108.88 ACRE TRACT FOR A DISTANCE
8.33'
AND STANDARDS. THESE WATERLINES WILL PROVIDE THE
1 S59'47'45"W
OF 741.33 FEET TO THE SOUTHWEST UNE OF THE BARRACKS 11 SUBDIVISION, PHASE 101, ACCORDING TO THE PLAT RECORDED IN VOLUME 11191, PAGE
26.70'
REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION
17. PHASE 2 OF 12 AT ROCK PRAIRIE IS CONTINGENT ON THE
123 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: N 38' 03' 26" E FOR A
DISTANCE OF 0.13 FEET;
24.04'
REQUIREMENTS.
OFF-SITE EXTENSION OF SANITARY SEWER MAINS.
17.75'
5.
A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE18.
PROVIDED PER CITY STANDARDS.
PHASE 2 WILL REQUIRE TWO REMOTE ACCESS POINTS FOR
THENCE S 49' 58' 35" E ALONG THE ALONG THE COMMON UNE OF SAID 12.573 ACRE TRACT AND SAID PHASE 101 FOR A DISTANCE OF 562.09
FEET TO THE NORTHWEST LINE OF BUENA VIDA SUBDIVISION, ACCORDING TO THE PIAT RECORDED IN VOLUME 10140, PAGE 169 OF THE OFFICIAL PUBUC
S51'10'56"E
CIO
EMERGENCY ACCESS PURPOSES. THE LOCATION OF THE
EMERGENCY ACCESS ROAD IS SHOWN ON THIS PLAN.
RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: N 00' 39' 03" W FOR A DISTANCE OF 0.26 FEET;
6.
ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED
26.01'
S50'4437"E
C11
BY BRYAN TEXAS UTILITIES (BTU), ADDITIONAL EASEMENTS WILL
19. PHASE 3 FINAL PLAT WILL NOT BE FILED UNTIL PAPA BEAR
THENCE S 41' 27. 23" W ALONG THE COMMON LINE OF SAID 12.573 ACRE TRACT AND BUENA VIDA SUBDIVISION FOR A DISTANCE OF 206.39 FEET
10.42'
BE PROVIDED AS REQUIRED BY BTU.
DRIVE IS CONSTRUCTED IN PHASE 202 OF THE BARRACKS 11
TO A 1/2 INCH IRON ROD FOUND MARKING THE MOST WESTERLY CORNER OF BUENA VIDA SUBDIVISION;
7.
ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS
SON. THE EMERGENCY ACCESS ROAD CAN THEN BE
REMOVED.
THENCE: S 47' 49' 48" E CONTINUING ALONG THE COMMON UNE OF SAID 12.573 ACRE TRACT AND BUENA VIDA SUBDIVISION FOR A DISTANCE OF
22.18'
SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED
C13
260.09;
50.00'
DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN
20. DRIVEWAY ACCESS FROM LOT 1 BLOCK 7 AND LOT 5 BLOCK 8
70.71'
NO3'38'21"W
WHICH THEY LAY
SHALL NOT BE PERMITTED ONTO RYANS LANDING
THENCE: ALONG THE COMMON UNE Of SAID 12.573 ACRE TRACT AND SAID 9.269 ACRE TRACT FOR THE FOLLOWING CALLS:
B.
DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND
21. THE CURB AND SIDEWALK ON RYANS LANDING IS TO BE
S47 15' 10" W FOR A DISTANCE OF 115.61 FEET;
C15
MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA), HOA
REPAIRED WHEN THE EMERGENCY ACCESS ROAD COMES OUT
090'4747"
25.35'
DOCUMENTS WILL BE PROVIDED WITH THE FINAL PLAT IN
WITH PHASE 3.
N 47' 44' 50" W FOR A DISTANCE OF 29.16 FEET;
30.77'
ACCORDANCE WITH LIDO SECTION 12-8.3.0 OWNERS
070'31'44"
17.68'
28.87'
ASSOCIATIONS FOR COMMON AREAS AND FACILITIES.
22. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE
S 42' 10' 12" W FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
50.00'
250'31'44'
LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION.
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S OT 44' 50" E - 35.36
9.
ALL LOTS IN BLOCKS 1, 2, 3, 4, 5 & 6 AND LOTS B-21 IN
LANDSCAPE, FENCES, STRUCTURES, GRADING, ETC. CANNOT
FEET) TO THE END OF SAID CURVE;
089'12'13"
BLOCK 7 ARE ZONED T, TOWNHOUSE. LOTS 1-7 IN BLOCK 7
IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT.
NO3'08'44"W
C19
ARE ZONED GS, GENERAL SUBURBAN.
25.00'
S 42' 15' 10" W FOR A DISTANCE OF 176.50 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET,
10.
THIS AREA IS IN THE STEEPLCHASE SANITARY SEWER IMPACT FEE
AREA. IMPACT FEES SHALL BE PAID IN CONJUNCTION WITH THE
N8648'24"E
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET CHORD BEARS: S 87 15' 09" W -
38.88'
ISSUANCE OF BUILDING PERMITS.
089'06'29"
35.36 FEET) TO THE END OF SAID CURVE,
11.
DRIVEWAY ACCESS FROM RESIDENTIAL LATS SHALL NOT BE
N 47' 44' 50" W FOR A DISTANCE OF 12.02 FEET;
PERMITTED ONTO TOWERS PARKWAY.
S 42' 13' 46" W FOR A DISTANCE OF 50.00 FEET-,
12.
SIX FOOT SIDEWALKS, FOUR FEET OFFSET FROM THE BACK OF
CURB SHALL BE REQUIRED ON BOTH SIDES OF TOWERS
N 4T 44' 50" W FOR A DISTANCE OF 50.50 FEET;
PARKWAY. FIVE FOOT SIDEWALKS SHALL BE REQUIRED ON BOTH
SIDES OF ALL OTHER STREETS.
THENCE: S 42' 15' 10" W THROUGH SAID 9.269 ACRE TRACT FOR A DISTANCE OF 115.00 FEET TO THE POINT OF BEGINNING CONTAINING 12.619
ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
�_m3'PHASE MAP
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LINE TABLE
LINE #
Curve Table
DIRECTION
L1
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
39.27'
25.00'
090'00'00"
25.00'
35.36'
S0244'50"E
C2
39.27'
25.00'
090'00'00"
25.00'
35.36'
S87*15'10"W
C3
39.27'
25.00'
090'00'00"
25.00'
35.36'
N87'15'1O"E
C4
39.27'
25.00'
1 090'00'00"
25.00'
35.36'
S0744'50"E
C5
16.09'
25.00'
036'52'11"
8.33'
15.81'
S66'10'56"E
Ce
142.11'
50.00'
16x50'52"
331.55•
98.88'
S0311'36"E
C7
16.09'
25.00'
036'52'12"
8.33'
15.81'
1 S59'47'45"W
CB
26.70'
17.00'
090'00'00"
17.00'
24.04'
S03 38'21 "E
C9
17.75'
200.00'
005'05'09"
8.88'
17.75'
S51'10'56"E
CIO
26.02'
250.00'
005'57'48"
13.02'
26.01'
S50'4437"E
C11
20.82'
200.00'
00557'48"
10.42'
20.81'
N50'44'37"W
C12
22.19'
250.00'
005'05'09"
11.10'
22.18'
N51'10'56"W
C13
78.54'
50.00'
090'00'00"
50.00'
70.71'
NO3'38'21"W
C14
38.88'
25.00'
089'06'29"
24.61'
35.08'
No3'11'36"W
C15
39.62'
25.00'
090'4747"
25.35'
35.60'
S86'51'16"W
C16
30.77'
25.00'
070'31'44"
17.68'
28.87'
S06'11'31"W
C17
218.63'
50.00'
250'31'44'
70.71'
81.65'
N83 -48.29-W
C18
38.92'
25.00'
089'12'13"
24.65'
35.11'
NO3'08'44"W
C19
39.66'
25.00'
090'53'31"
25.39'
35.63'
N8648'24"E
C20
38.88'
25.00'
089'06'29"
24.61'
35.08'
NO3'11'36"W
�_m3'PHASE MAP
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LINE TABLE
LINE #
LENGTH
DIRECTION
L1
29.07'
N47' 44' SO"W
L2
50.00'
S42' 10' 12"W
L3
12.02'
N47' 44' 50"W
L4
50.00'
S42' 13' 46"W
L5
50.50'
N47' 44' 50"W
L6
17.71'
S48' 38' 21"E
L7
36.71'
S53' 43' 31"E
1_8
5.00'
S47' 45' 43"E
L9
5.77'
N47' 45' 43"W
L10
36.71' 1
N53' 43' 31"W
L11
34.71'
N48' 38' 21"W
L12
4.39'
N41' 27' 23"E
L13
8.75'
S74' 01' 37'W
�_m3'PHASE MAP
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2015
1
�'
�
SURVEYOR:
DWS DEVELOPMENT
BRAD KERR, RPLS NO. 4502
P.O. Box 4508
KERR SURVEYING, LLC
BRYAN, TX 77805
ZONING MAP
BRYAN. TEXAS 77803
REVISED
PRE.,LIMINARY
PIA
N
12 AT ROCK P-RAIRIE
PHASE 2&3
12.619 ACRES - 95 LOTS
CRAWFORD BURNETT LEAGUE, A-7
ALLEGE STATION, BRAZOS COUNTY, TEXAS
ASE 2:11.942 - 90 LOTS - (0.969 ACRES COMMON AREA)
BLOCK 4, LOTS 6-22
BLOCK 5, LOTS 1-12
BLOCK 6, LOTS 1-40
BLOCK 7, LOTS 1-21
PHASE 3: 0.677 - 5 LOTS
BLOCKS, LOTS 1-5
APRIL
2015
OWNER/DEVELOPER:
SURVEYOR:
DWS DEVELOPMENT
BRAD KERR, RPLS NO. 4502
P.O. Box 4508
KERR SURVEYING, LLC
BRYAN, TX 77805
409 N. TEXAS AVE.
BRYAN. TEXAS 77803
979.268.3195
SCALE: 1 "=60'
ENGINEER:
Schultz Engineering, LL
2730 LONGMIRE DR.. SUITE A
COLLEGE STATION, TEXAS 77845
979.764.3900
04�1�(�
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P.U.E PHA E 10 PLA 11191/123 - - - -- - - - - -"L, - I I
191/123) ZO ED - DD - - -- -" - - >e - 2.Q9� 16( w
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TYP.
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S48 32' 37"E � 114.88'
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........:'.' .......................:::::: �•' .................._._-. BUE SI PLAT
•"""' " .�'L S48' 32' 37"E � 14.98' N I A VIDA S BDIVI N
:::::'- t-.'• 2'•':37'E'^'' :.$48':32'' •"E�w:l:t2:6�:;.:1R: y - BLOCK2
:.. .
�-� .'.,.......'.'...'.'.'.' ':'isa'.:'':':':. �,.:: sem..... ? ,95'•••:''..'.'.'.'' ::'.....a7..r ' I 10140/169
�..
ZON D - GS
u BLOCK 5 0u.E 6 Oso' a, M( �� $ 6 I I IE
FUTURE PAPA BEAR DRIVE ��° 7 " ( )�' 848' 3, 37"E » 114.98' I ( I g 9 10 11 12
27' B -B PVIi T - SU' ROW o S4W 32 37"E w 115.43' 848 32' 37"E 1113.M' I (0140/ 69) I 7 I
.n 14.30 - b 0 20' P.U.E
" to - O' 13.85' 8 m 5 ��96
N ` o/ 18 / ----------- (T0140/168) ---- --- ---- -
S48' 32' 37'E 113. N S48. 32' 37'E - �YI.25' I S48' 32' 37"E�114.98' L -
847 IN
21 Le IV/ P.u.E 9 I °o ( /4 3 25' ro ' S`� s o I 14.4
" 9'1.
P.U.E 21 g oo (TYP.) / 40.00' 28.00' 28.09: 36.00' /36.00' 28.00';'428.00' 36.0
.� � N 11 / 7`-
N N S48' 3' 37"E N 114.78 r T -/
(TYP.) M S48' 32 113.35 - S4B 3 - - - 4L7 - - - - - - -
2� s - - BLOCK 7 ST t / - - _ to' -
o I N i g i / P.U.E c 0
N48' 38' 21"W 120.00' - o 10 3 (TYP.) o �1x �,� o N / N M / a i. P.U.E tq
N� �ryti 5'y� I 2q '� U
q I_o . co 16 y ro dq U W � (TYP.)to
20- $ ( 20 I S48' 32' 37"E 113.30' N s46. 32' 3TE 113.25' ,, 1°w N ,ro +. �1 ) -
00 N S48' 32' 37"E 11 .39' f
- - - N c 10' 11 .39'
c 2� I2 �2 Iz i iLOCIt4w I
N z o P.U.E o
FUTURE B C II SUBDIVI ION N4V 38' 21"W 120.00 11 ,� 2 X. 15 13 12 r 11 10 �'J 8 7 6
1 / N; (TYP.) / o 0 0 0 0 0 5 4 3/ 2 1
HA 02 �.I 19 co `. `� S41i 32' 37"E 113 28' N 54s' 32' 37"E�,113.25 N S4$' 32' 37"E 114.00' / %"
I�I�- I� I� I: -
N• N M •� . 1ty 1n 11'1 1A tLl 111
LEGEND
PLAT BOUNDARY-
29
,8
I I
I I
LOT LINE
N N S48' 3' 37"E N 114.78 r T -/
(TYP.) M S48' 32 113.35 - S4B 3 - - - 4L7 - - - - - - -
2� s - - BLOCK 7 ST t / - - _ to' -
o I N i g i / P.U.E c 0
N48' 38' 21"W 120.00' - o 10 3 (TYP.) o �1x �,� o N / N M / a i. P.U.E tq
N� �ryti 5'y� I 2q '� U
q I_o . co 16 y ro dq U W � (TYP.)to
20- $ ( 20 I S48' 32' 37"E 113.30' N s46. 32' 3TE 113.25' ,, 1°w N ,ro +. �1 ) -
00 N S48' 32' 37"E 11 .39' f
- - - N c 10' 11 .39'
c 2� I2 �2 Iz i iLOCIt4w I
N z o P.U.E o
FUTURE B C II SUBDIVI ION N4V 38' 21"W 120.00 11 ,� 2 X. 15 13 12 r 11 10 �'J 8 7 6
1 / N; (TYP.) / o 0 0 0 0 0 5 4 3/ 2 1
HA 02 �.I 19 co `. `� S41i 32' 37"E 113 28' N 54s' 32' 37"E�,113.25 N S4$' 32' 37"E 114.00' / %"
I�I�- I� I� I: -
N• N M •� . 1ty 1n 11'1 1A tLl 111
LEGEND
PLAT BOUNDARY-
LINE TABLE
LINE #
LOT LINE
DIRECTION
STREET RIGHT-OF-WAY
LINE
31 1 - - PUBLIC UTILITY EASEMENT
14
30 I EXISTING EASEMENT LINE
TANGENT
( PHASE LINE
Q •_
- ZONING LINE
39.27'
CITY OF COLLEGE STATION
CITY LIMITS
PROPERTY CORNER
35.36'
SIDEWALK LK HATCH
10'
- - P.U.E
COMMON AREA HATCH
25.00'
P.U.E. PUBLIC UTILITY EASEMENT
25.00'
P.D.E. PUBLIC DRAINAGE EASEMENT
S87'15'10"W
KEEFER LOOP
I I 1
1 8 I 1 I 4 5 6 7 1 e 1 10
1 2 3
BLOCK 3
"LOCK
/ 1 ` I N/F N/F
17 /16 15 /t`A 13 12 `I1 1
DIAMOND T STORAGE LLC DIAMOND T STORAGE
0 5506 AC TRACT 7000
VICINITY MAP
21 NE DD 18 0 X38' 21"W -J20.o0, o ; m 10' BL�d7:I�5 / 14 BLOCK n �� N / / y �nP.uE N I 0.5693 C. TRACT 009 5 60 30 0 60
'� A 7 /25
_ _I ( _ _ w.. / - - �� / (TYP•) 6.93' I ZONED R SCALE IN FEET j
18 P.U.E tV ZONED R
M ; -: � / i2 (TYP.) v � � 20 PUE � / - - - - -
- 3 28.00' 28.00' 29
f
17 N48' 38' 21"W 120.00' 1S i.. S
a - - o 12 AT ROCKPRAIRIE 1
20 - - M I 17 I ° SI �1y S�MME AY DISE "'� ` / St uMER\�rAY D SE 1 I s� Md; t
• �� r s - +� 34' B- PVMT - 5q�'R.OW ��� � I B -B PV VT - 50' ROW �'' M SM
16 ` ` s "�`
19
18
17
BLOCK 9
16
15
HEATH PH]
14
13
12
( N48' 38 21'W - 12 $ ': ,, ... .. .. ..... - :.t ... .. ., ," ... . •.. . .. , . . - . , . ... ... .... � .----- 32 -- ` N r
Q(9 1 / _--------- I� I
P.U.E I 326-
16I
_('TYp,) 24.18' 8. 28.00' 28.0 36.r 36. 28.00' 2 00' 6.00' 6.00' 28.00' 8. 28.0 3 .00 36.00' _26`00 . 28.00' 28,60' 18.5 /"- - - _ 8 �1E��UE E- - -
N48' 38' 21 "W 120.0 ,0, „�� - S 10
o ; N in in in in in in in P.U.E '� in in in in / in in 1n ' + 11 -`� 10 \ -) I I
I N N N t)1' N N N N N N N N N N N N N N , J%. �.,+ I I -• ="' '�r I( I
OD : ///rrr))) � / (TYP. � / rIn
25
( / - -' / - / BI.O , 3 - - oCK 2
I)
I I I i I I( �� -� w
1 II I
N4t3"-36' 21 "W 120.00' o L 2 2 2 2 2 L L L i 2 i 2 2 2 2 2
14 I o: X19 X18 17 16 15 X14 P13 �2 11 /0 9 87 5 4 3 2 1 �0 0 0 0 0 0 0 0 0 / g2 g --- 12 II9
r20
I I I I I �I I I I I I I I i
NTNG
S48' 38' 21"E - 120.00' UNE OD
N N / N u_> �/ u� v1 in N _ N / N i / u� M u> u1/ I I
/ t t Id' / d
c . tv tv Zv iu Zv tv N N ZV Zv 1u N Zv 51 iv P.U.E y ( I I f ( `
13 _ 4LOCK 6 .r a .r a a/ a .r / .r .r. A � a a I I •► a v "l � 329 j ' � � t I � /+ (' f I � + ? I N"N'1`�'
13 8 R
m N N rn N N N Yn Yn to N N N / to to N 1n to (T�•) / ,q
ST T 20 PRIVATE DRAINAGE EASEMENT �Y / I Q "-' -- w - _ m • - ''� -325 I I M
47.81' 28 0' 28.00' 28.00' 3 .00' 36.00' 28.00' 28.00' 28.00' 6.00' 36.00' 28.0 2 .00' 28 00' 3 00' 360' 28.00' 00' 28.0 43.5 ' i / I I COhL\-10 C
S48' 38' 21 "E 120.00'
'r I o' • T 44' 5011` 64 .31 I( 6. ( 1 %� 1�} I I I( 7 I I 7 :1REt� 1 I I I (I
12 M 10' �� ( ( 1 Y�- - - - - -I--I I . DRTF TION I I f I
P.U.E N N N N N to In In In 1n V/ In �� 1n In In / In Ih P D 1
`/
2O' N N N N N N N N N N N : N
' . 1'Y� Kj ,5 1•i ri ri M 1M Mi ai rs ni Hj ri ai ni Mj M'i 1M F� J 4 t
S48 38 �i"E 120.00 0 pj l l (TYP. = / : / = = �t I / I I 6
j �/
/ 11 N, Qa $1 I L I= (2 (2 12 (L (2 (i I i I i 12 + I i M ^ 5-
21
�. .
G 21 ' 22 23 24 25 2G/ 27 28 29 30 ` 31 2 33 34 35 36 �+37 38 39(
_
S48' 38' 21 "E 120,00' - 0 0 0 0 o 0 0 0 0 0 0� o o 0 o ry
g BOCK 6 I =�`I ^ I �- I �- I �- �- I:- I:- I :- I :- � I:- I I :- I _ I - I:- I , � �?� �3,, 16
10 N W �, �, 1n 1n o h o '� I I 4 I I I ?S I I (I Q
15.15'
(� ZV iV tv N iv tv 1u 1u to N t0' 14 iV 1 N iv
S48' 38' 21"E 119.99 CA ai ai ai v �i ari vi ai `r ari ai •U•E t�i ai vii to
N
MJ.
N
1
•ll
II
. _ M
_
t moo-- 3 t \ 4 IN
°f 2 0 ' 28.00' 28.0 ' 36 00' 36.0 ' 28.00' 0' 2 00' 36.00' 3 00 28.00' 28. 36. 36.00' 8 28:00' 28.0 ' ( ~✓
S48' 38' 21 "E N 73' :. .:.:... - _ i
i tiMtiQt - D N ,, �► /�Vr' CAS s ' �8 /�p 1 3
PAPA �EdDRTVRII
34'B50ROW HU ,- 1
I I I
-, w
u4
N63 16 A�,\
Sno- II(L-III - 7 �e' Py�I.�`lUi.E / /�-`LIN�` �II i ` N8/./' ' NOui (O ^/Ovii I �/ I'ni �lII f✓S- , .. N50.00' 50.00' 50.00 32.5 - S0:0o- 5A" 50'
\ \
�j
JkSBLOCK 28---I(IIJI(I
$NID' O O
� Io9 20$ #3n
(TYP-) ?eBLOCK7 °' N ` Nd 3 2 1 COMvO5
(IlIiI
t wy
I
O
IM(I
l
1) O Nn 2 to II E if N
rwr1
1
14
6 E' N
( EE NOTE 21 328 MREHA2 BLOCK 8 TOWRSPAR�
IT
CAI
,N a I
0fiN�
/- R \ ( 11
20'
TE
20'
TOWERS PARKWAY
ROW VARIES
LINE TABLE
LINE #
'
DIRECTION
1, -
CURVE #
METES AND BOUNDS DESCRIPTION
14
W
TANGENT
13-
Q •_
C1
39.27'
OF A
090'00'00"
12
35.36'
SOT44'50"E
10'
- - P.U.E
39.27'
25.00'
ACRE TRACT
25.00'
35.36'
S87'15'10"W
C3
-
BLOCK 10
CRAWFORD BURNETT LEAGUE, A-7
25.00'
35.36'
C1;
::
10
{�
1
-
35.36'
S074.4'50"E
C5
w
1D FUTURE TOWERS
9
7. COLLEGE ALL OF A AS D
TEXAS.98
D 12.573 ACRE CCOUNTY,
BY A DEED OOFWA
INC. OVO 194 F THE
15.81'
15' PRIVA•
RECORDED INOS OCT
DEVELOPMENT, UMPAGE OFFICIAL PUNG
BLICRECORDSOF BRAZOS TEXAST D A PORTION
N
DRAINAGE EASEMED
8 -
N/F
CALLED 9.269 ACRE TRACT AS DESCRIBED BY A DEED TO DWS DEVELOPMENT, INC. RECORDED IN VOLUME 12198, PAGE 169 OF THE OFFICIAL PUBLIC
7
PVNIT - 67' ROW
C7
TMENTS, LLC
-RE
036'52'12"
ACT 9627/73
15.81'
S5947'45"W
6
NOTES:
13. TOWERS PARKWAY SHALL HAVE BIKE LANES.
-
5 -
17.00'
24.04'
IN VOLUME 1253, PAGE 878 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY,- TEXAS;
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS
14. EACH SINGLE-FAMILY AND TOWNHOME LOT WILL PROVIDE A
3 -
ESTABLISHED FROM GPS OBSERVATION.
MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CAUPER OR
2
( N48' 38 21'W - 12 $ ': ,, ... .. .. ..... - :.t ... .. ., ," ... . •.. . .. , . . - . , . ... ... .... � .----- 32 -- ` N r
Q(9 1 / _--------- I� I
P.U.E I 326-
16I
_('TYp,) 24.18' 8. 28.00' 28.0 36.r 36. 28.00' 2 00' 6.00' 6.00' 28.00' 8. 28.0 3 .00 36.00' _26`00 . 28.00' 28,60' 18.5 /"- - - _ 8 �1E��UE E- - -
N48' 38' 21 "W 120.0 ,0, „�� - S 10
o ; N in in in in in in in P.U.E '� in in in in / in in 1n ' + 11 -`� 10 \ -) I I
I N N N t)1' N N N N N N N N N N N N N N , J%. �.,+ I I -• ="' '�r I( I
OD : ///rrr))) � / (TYP. � / rIn
25
( / - -' / - / BI.O , 3 - - oCK 2
I)
I I I i I I( �� -� w
1 II I
N4t3"-36' 21 "W 120.00' o L 2 2 2 2 2 L L L i 2 i 2 2 2 2 2
14 I o: X19 X18 17 16 15 X14 P13 �2 11 /0 9 87 5 4 3 2 1 �0 0 0 0 0 0 0 0 0 / g2 g --- 12 II9
r20
I I I I I �I I I I I I I I i
NTNG
S48' 38' 21"E - 120.00' UNE OD
N N / N u_> �/ u� v1 in N _ N / N i / u� M u> u1/ I I
/ t t Id' / d
c . tv tv Zv iu Zv tv N N ZV Zv 1u N Zv 51 iv P.U.E y ( I I f ( `
13 _ 4LOCK 6 .r a .r a a/ a .r / .r .r. A � a a I I •► a v "l � 329 j ' � � t I � /+ (' f I � + ? I N"N'1`�'
13 8 R
m N N rn N N N Yn Yn to N N N / to to N 1n to (T�•) / ,q
ST T 20 PRIVATE DRAINAGE EASEMENT �Y / I Q "-' -- w - _ m • - ''� -325 I I M
47.81' 28 0' 28.00' 28.00' 3 .00' 36.00' 28.00' 28.00' 28.00' 6.00' 36.00' 28.0 2 .00' 28 00' 3 00' 360' 28.00' 00' 28.0 43.5 ' i / I I COhL\-10 C
S48' 38' 21 "E 120.00'
'r I o' • T 44' 5011` 64 .31 I( 6. ( 1 %� 1�} I I I( 7 I I 7 :1REt� 1 I I I (I
12 M 10' �� ( ( 1 Y�- - - - - -I--I I . DRTF TION I I f I
P.U.E N N N N N to In In In 1n V/ In �� 1n In In / In Ih P D 1
`/
2O' N N N N N N N N N N N : N
' . 1'Y� Kj ,5 1•i ri ri M 1M Mi ai rs ni Hj ri ai ni Mj M'i 1M F� J 4 t
S48 38 �i"E 120.00 0 pj l l (TYP. = / : / = = �t I / I I 6
j �/
/ 11 N, Qa $1 I L I= (2 (2 12 (L (2 (i I i I i 12 + I i M ^ 5-
21
�. .
G 21 ' 22 23 24 25 2G/ 27 28 29 30 ` 31 2 33 34 35 36 �+37 38 39(
_
S48' 38' 21 "E 120,00' - 0 0 0 0 o 0 0 0 0 0 0� o o 0 o ry
g BOCK 6 I =�`I ^ I �- I �- I �- �- I:- I:- I :- I :- � I:- I I :- I _ I - I:- I , � �?� �3,, 16
10 N W �, �, 1n 1n o h o '� I I 4 I I I ?S I I (I Q
15.15'
(� ZV iV tv N iv tv 1u 1u to N t0' 14 iV 1 N iv
S48' 38' 21"E 119.99 CA ai ai ai v �i ari vi ai `r ari ai •U•E t�i ai vii to
N
MJ.
N
1
•ll
II
. _ M
_
t moo-- 3 t \ 4 IN
°f 2 0 ' 28.00' 28.0 ' 36 00' 36.0 ' 28.00' 0' 2 00' 36.00' 3 00 28.00' 28. 36. 36.00' 8 28:00' 28.0 ' ( ~✓
S48' 38' 21 "E N 73' :. .:.:... - _ i
i tiMtiQt - D N ,, �► /�Vr' CAS s ' �8 /�p 1 3
PAPA �EdDRTVRII
34'B50ROW HU ,- 1
I I I
-, w
u4
N63 16 A�,\
Sno- II(L-III - 7 �e' Py�I.�`lUi.E / /�-`LIN�` �II i ` N8/./' ' NOui (O ^/Ovii I �/ I'ni �lII f✓S- , .. N50.00' 50.00' 50.00 32.5 - S0:0o- 5A" 50'
\ \
�j
JkSBLOCK 28---I(IIJI(I
$NID' O O
� Io9 20$ #3n
(TYP-) ?eBLOCK7 °' N ` Nd 3 2 1 COMvO5
(IlIiI
t wy
I
O
IM(I
l
1) O Nn 2 to II E if N
rwr1
1
14
6 E' N
( EE NOTE 21 328 MREHA2 BLOCK 8 TOWRSPAR�
IT
CAI
,N a I
0fiN�
/- R \ ( 11
20'
TE
20'
TOWERS PARKWAY
ROW VARIES
12.11'
•20' EMERGENCY
ACCESS ROAD
FOR PHASE 2
(SEE NOTE 21)
LINE TABLE
LINE #
'
DIRECTION
1
CURVE #
METES AND BOUNDS DESCRIPTION
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
39.27'
OF A
090'00'00"
25.00'
35.36'
SOT44'50"E
k12.619
39.27'
25.00'
ACRE TRACT
25.00'
35.36'
S87'15'10"W
C3
39.27'
25.00'
CRAWFORD BURNETT LEAGUE, A-7
25.00'
35.36'
N87'15'10"E
C4
COLLEGE STATION, BRAZOS COUNTY, TEXAS
IS
..
25.00'
35.36'
S074.4'50"E
C5
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO.
1D FUTURE TOWERS
PARKWAY
7. COLLEGE ALL OF A AS D
TEXAS.98
D 12.573 ACRE CCOUNTY,
BY A DEED OOFWA
INC. OVO 194 F THE
15.81'
S66'10'56"E
RECORDED INOS OCT
DEVELOPMENT, UMPAGE OFFICIAL PUNG
BLICRECORDSOF BRAZOS TEXAST D A PORTION
N
50.00'
16750'52"
CALLED 9.269 ACRE TRACT AS DESCRIBED BY A DEED TO DWS DEVELOPMENT, INC. RECORDED IN VOLUME 12198, PAGE 169 OF THE OFFICIAL PUBLIC
38' B -B CONCRETE
PVNIT - 67' ROW
C7
RECORDS OF BRAZOS COUNTY, TEXAS.
25.00'
036'52'12"
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
15.81'
S5947'45"W
COMMENCING AT A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST UNE OF ROCK PRAIRIE ROAD MARKING THE SOUTH CORNER OF SAID 9.269 ACRE
NOTES:
13. TOWERS PARKWAY SHALL HAVE BIKE LANES.
TRACT AND THE EAST CORNER OF A CALLED 23.00 ACRE TRACT AS DESCRIBED BY A DEED TO HENRY P. MAYO AND WIFE, SANDRA K. MAYO, RECORDED
17.00'
24.04'
IN VOLUME 1253, PAGE 878 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY,- TEXAS;
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS
14. EACH SINGLE-FAMILY AND TOWNHOME LOT WILL PROVIDE A
200.00'
ESTABLISHED FROM GPS OBSERVATION.
MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CAUPER OR
THENCE N 47 44'50" W ALONG THE COMMON UNE OF SAID 9.269 ACRE TRACT AND SAID 23.00 ACRE TRACT FOR A DISTANCE OF 671.91 FEET
S51' 10'56"E
ONE 4 INCH CALIPER TREE PER ORDINANCE 3222.
TO THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED TRACT;
2. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA
005'57'48"
13.02'
26.01'
15. ON THE FINAL PLAT ALL LOTS WILL HAVE A 2.5' WIDE PUBLIC
THENCE N 4T 44' 50" W CONTINUING ALONG THE COMMON LINE OF SAID 9.269 ACRE TRACT, SAID 12,573 ACRE TRACT AND SAID 23.00 ACRE
3. THIS TRACT DOES NOT UE WITHIN A DESIGNATED 100 YEAR
ACCESS EASEMENT ACROSS THE FRONT OF THE LOT FOR THE
TRACT, AT 703.48 FEET PASS A 1/2 INCH IRON ROD FOUND, CONTINUE ON FOR A TOTAL DISTANCE OF 704.00 FEET TO THE SOUTHEAST LINE OF THE
FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY
PROPOSED SIDEWALK.
REMAINDER OF A CALLED 108.88 ACRE TRACT AS DESCRIBED BY A DEED TO HEATH PHILLIPS INVESTMENTS, LLC RECORDED IN VOLUME 9627, PAGE 73
PANEL NO. 48041CO305-F, EFFECTIVE APRIL 2. 2014.
22.19'
OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF SAID
005'05'09"
16. THE TRAFFIC CLAMING MEASURE PROPOSED WITH THE WIDER
REMAINDER OF 108.88 ACRE TRACT BEARS: S 41' 21' 38" W FOR A DISTANCE OF 60.12 FEET;
4. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN
STREET OPTION FOR THE SINGLE-FAMILY PARKING REQUIREMENTS
78.54'
SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED
IS BULB -OUTS. THE LOCATION OF THESE WILL BE DETERMINED
THENCE N 41' 21' 39" E ALONG THE COMMON LINE OF SAID 12.573 ACRE TRACT AND SAID REMAINDER OF 108.88 ACRE TRACT FOR A DISTANCE
AND CONSTRUCTED TO CIN OF COLLEGE STATION SPECIFICATIONS
WITH THE CONSTRUCTION PLANS.
OF 741.33 FEET TO THE SOUTHWEST UNE OF THE BARRACKS 11 SUBDIVISION, PHASE 101, ACCORDING TO THE PLAT RECORDED IN VOLUME 11191, PAGE
AND STANDARDS. THESE WATERLINES WILL PROVIDE THE
25.00'
123 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: N 38' 03' 26" E FOR A
REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION
17. PHASE 2 OF 12 AT ROCK PRAIRIE IS CONTINGENT ON THE
DISTANCE OF 0.13 FEET;
REQUIREMENTS.
OFF-SITE EXTENSION OF SANITARY SEWER MAINS.
25.00'
5. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE
18. PHASE 2 WILL REQUIRE TWO REMOTE ACCESS POINTS FOR
THENCE S 49' 58' 35" E ALONG THENG THE COMMON ALO MM N LINE OF SAID 12.573 ACRE TRACT AND SAID PHASE 101 FOR A DISTANCE OF 562.09
FEES TO THE NORTHWEST UNE OF BUENA VIDA SUBDIVISION. ACCORDING TO THE PLAT RECORDED IN VOLUME 10140, PAGE 169 OF THE OFFICIAL PUBLIC
PROVIDED PER CIN STANDARDS.
EMERGENCY ACCESS PURPOSES. THE LOCATION OF THE
RECORDS OF BRAZOS COUNTY, TEXAS, FOR REFERENCE A 1/2 INCH IRON ROD FOUND BEARS: N 00' 39' 03' W FOR A DISTANCE OF 0.26 FEET.
25.00'
EMERGENCY ACCESS ROAD IS SHOWN ON THIS PLAN.
17.68'
6. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED
SO6'11'31"W
THENCE S 41' 27' 23' W ALONG THE COMMON LINE OF SAID 12.573 ACRE TRACT AND BUENA VIDA SUBDIVISION FOR A DISTANCE OF 206.39 FEET
BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL
19. PHASE 3 FINAL PLAT WILL NOT BE FILED UNTIL PAPA BEAR
TO A 1/2 INCH IRON ROD FOUND MARKING THE MOST WESTERLY CORNER OF BUENA VIDA SUBDIVISION;
BE PROVIDED AS REQUIRED BY BTU.
DRIVE IS CONSTRUCTED IN PHASE 202 OF THE BARRACKS 11
N83'48'29W
7. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS
SUBDIVISION. THE EMERGENCY ACCESS ROAD CAN THEN BE
REMOVED.
THENCE: S 4T 49' 48" E CONTINUING ALONG THE COMMON LINE OF SAID 12.573 ACRE TRACT AND BUENA VIDA SUBDIVISION FOR A DISTANCE OF
SPECIFIED IN THE CIN OF COLLEGE STATION UNIFIED
24.65'
260.09:
DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION IN
WHICH THEY LAY
20. DRIVEWAY ACCESS FROM LOT 1 BLOCK 2 AND LOT 5 BLOCK 8
SHALL NOT BE PERMITTED ONTO RYANS DING
THENCE: ALONG THE COMMON LINE OF SAID 12.573 ACRE TRACT AND SAID 9.269 ACRE TRACT FOR THE FOLLOWING CALLS:
8. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND
21. PAVEMENT STRUCTURE FOR THE EMERGENCY ACCESS ROAD
S 42' 15' 10" W. FOR A DISTANCE OF 115.61 FEET;
MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). HOA
SHALL BE AS FOLLOWS:
N 47' 44' 50' W FOR A DISTANCE OF 29.16 FEET;
DOCUMENTS WILL BE PROVIDED WITH THE FINAL PLAT IN
6' LIME STABILIZED SUBGRADE OR CEMENT STABILIZED
089'06'29"
ACCORDANCE WITH LIDO SECTION 12-8.3.0 OWNERS
ASSOCIATIONS FOR COMMON AREAS AND FACILITIES.
SUBGRADE AS REQUIRED BY SOIL P.I.
6" CRUSHED LIMESTONE BASE MATERIAL
S 42' 10' 12" W FOR A DISTANCE OF 50,00 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
2" HOT MIX ASPHALTIC CONCRETE
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: S 02' 44' 50" E - 35.36
9. ALL LOTS IN BLOCKS 1, 2, 3, 4, 5 & 6 AND LOTS 8-21 IN
20'WIDE
FEET) TO THE END OF SAID CURVE;
BLOCK 7 ARE ZONED T, TOWNHOUSE. LOTS 1-7 IN BLOCK 7
O
OR
R
ARE ZONED GS, GENERAL SUBURBAN.
6" LIME STABILIZED SUBGRADE OR CEMENT STABILIZED
S 42' 15' 10" W FOR A DISTANCE OF 176.50 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
10. THIS AREA IS IN THE STEEPLCHASE SANITARY SEWER IMPACT FEE
SUBGRADE AS REQUIRED BY SOIL P.I.
6 REINFORCED CONCRETE PAVEMENT
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET CHORD BEARS: S Sr 15' 09" W -
AREA. IMPACT FEES SHALL BE PAID IN CONJUNCTION WITH THE
20'
35.36 FEET) TO THE END OF SAID CURVE;
ISSUANCE OF BUILDING PERMITS.
WIDE
11. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE
22. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE
N 47' 44' 50" W FOR A DISTANCE OF 12.02 FEET;
PERMITTED ONTO TOWERS PARKWAY.
LOT OWNERS OR THE HOA, HOMEOWNERS ASSOCIATION.
S 42' 13' 46" W FOR A DISTANCE Of 50.00 FEET;
LANDSCAPE, FENCES, STRUCTURES, GRADING, ETC. CANNOT
12. SIX FOOT SIDEWALKS, FOUR FEET OFFSET FROM THE BACK OF
IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT.
N 47' 44' 50" W FOR A DISTANCE OF 50.50 FEET;
CURB SHALL BE REQUIRED ON BOTH SIDES OF TOWERS
PARKWAY. FIVE FOOT SIDEWALKS SHALL BE REQUIRED ON BOTH
THENCE S 42' 15' 10" W THROUGH SAID 9.269 ACRE TRACT FOR A DISTANCE OF 115.00 FEET TO THE POINT OF BEGINNING CONTAINING 12.619
SIDES OF ALL OTHER STREETS.
ACRES OF LAND, MORE OF LESS. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
12.11'
•20' EMERGENCY
ACCESS ROAD
FOR PHASE 2
(SEE NOTE 21)
m
7
CITY <, ?:r- I -
UNIT N/F
UNE
HENRY P. MAYO AND WIFE,
SANDRA K. MAYO 23.00 ACRE
TRACT 1253/878
IIIIT1��111
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LINE TABLE
LINE #
Curve Table
DIRECTION
L1
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
39.27'
25.00'
090'00'00"
25.00'
35.36'
SOT44'50"E
C2
39.27'
25.00'
090'00'00"
25.00'
35.36'
S87'15'10"W
C3
39.27'
25.00'
090'00'00"
25.00'
35.36'
N87'15'10"E
C4
39.27'
25.00'
090'00'00"
25.00'
35.36'
S074.4'50"E
C5
16.09'
25.00'
036'52'11"
8.33'
15.81'
S66'10'56"E
C6
142.11'
50.00'
16750'52"
331.55'
98.88'
S0711'36"E
C7
16.09'
25.00'
036'52'12"
8.33'
15.81'
S5947'45"W
C8
26.70'
17.00'
090'00'00"
17.00'
24.04'
S03'38'21 "E
09
17.75'
200.00'
005'05'09"
8.88'
17.75'
S51' 10'56"E
CIO
26.02'
250.00'
005'57'48"
13.02'
26.01'
S50'44'37"E
C11
20.82'
200.00'
005'57'48"
10.42'
20.81'
1 N50'44'37"W
C12
22.19'
250.00'
005'05'09"
11.10'
22.18'
N51'10'56"W
C13
78.54'
50.00'
090'00'00"
50.00'
70.71'
NO3-38.21-W
C14
38.88'
25.00'
089'06'29"
24.61'
35.08'
NO3'11'36"W
C15
39.62'
25.00'
090'47'47"
25.35'
35.60'
S86'51'16"W
C16
30.77'
25.00'
070'31'44"
17.68'
28.87'
SO6'11'31"W
C17
218.63'
50.00'
250'31'44"
70.71'
81.65'
N83'48'29W
C18
38.92'
25.00'
08W12'13"
24.65'
35.11'
NO3'08'44"W
C19
39.66'
25.GO'
090'53'31"
25.39'
35.63'
N86'48'24"E
C20
38.86'
25.00'
089'06'29"
24.61' i
35.08
NO3'11'36"W
m
7
CITY <, ?:r- I -
UNIT N/F
UNE
HENRY P. MAYO AND WIFE,
SANDRA K. MAYO 23.00 ACRE
TRACT 1253/878
IIIIT1��111
« :E_
IIIIIIIIIIIIIt11������1� 111111111111ON�
��� 11111111111���
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
29.07'
N47' 44' 50"W
L2
50.00'
S42' 10' 12"W
L3
12.02'
N47' 44' 50"W
L4
50.00'
S42' 13' 46"W
L5
50.50'
N47' 44' 60"W
L.6
17.71'
S48 38 21"E
L7
36.71'
S53' 43' 31"E
L8
5.00'
S47' 45' 43"E
L9
5.77'
N47' 45' 43"W
L10
36.71'
N53' 43' 31"W
Lt t
34.71'
N48' 38' 21 "W
L12
4.39'
N41' 27' 23"E
L13
8.75'
S74' 01' 37"W
m
7
CITY <, ?:r- I -
UNIT N/F
UNE
HENRY P. MAYO AND WIFE,
SANDRA K. MAYO 23.00 ACRE
TRACT 1253/878
IIIIT1��111
« :E_
IIIIIIIIIIIIIt11������1� 111111111111ON�
��� 11111111111���
1I
�I
'ZONING
'RELIMINAR PLAN
NOT FOR RECORD
REVISED
PRELIMINARY PLAN
12 AT ROCK PRAIRIE
PHASE 2&3
12.619 ACRES - 95 LOTS
CRAWFORD BURNETT LEAGUE A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
PHASE 2:11.942 - 90 LOTS - (0.969 ACRES COMMON AREA)
L BLOCK 4, LOTS 6-22
BLOCK 5, LOTS 1-12
BLOCK 6, LOTS 1-40
BLOCK 7, LOTS 1-21
PHASE 3: 0.677 - 5 LOTS
BLOCK 8 LOTS 1-5
FEBRUARY 2015
OWNER/DEVELOPER: SURVEYOR:
DWS DEVELOPMENT BRAD KERR, RPLS NO. 4502
P.O. Box 4508 KERR SURVEYING, LLC
BRYAN, TX 77805 409 N. TEXAS AVE.
BRYAN, TEXAS 77803
979.268.3195
SCALE: 1 "=60'
ENGINEER:
Schultz Engineering,
2730 LONGMIRE DR.. SUITE A
COLLEGE STATION, TEXAS 77845
979.764.3900