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*NOTE: THERE IS NO FLOOD PLAIN IN THIS SITE.
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vvvvvvvvvvvvvvvv + + + + + + + + + + + + + + + + + + + + + + + vvvv vvvvvvv vvvv vvvvvvvvv vvvv vvvv vvvv vvvvvvv
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AMENITY vvvvvvv �z�--—vvvvv
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°vvvvvvv ° v ° v ° + + + + + + + + + + + + + + + + v v v vvvvv ° v v + + + + + + + + + + + + + + ......... + + + + + v p v v v °vvv °
+ + + + + + + + + + + + + + + + + + + + + + + vvvvvv + + + + + + + + + + + + + + + + + + + + + ,,t vvv COURTYARD v v v O v v v
- vvv + + + + + + + + + + + + + + + + + + + + + + + vvvv COURTYARD vvv + + + + + + + + + + + + + + + + + + + + + + + + Z vvv I I
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OPEN vvv + + + + + + + + + + + + + + + + + v v v v vvvvvv v v + v v
vvvvvv
V v v + + + + + + + + + + + + + + + + + + + + + + v v v v v v v v v v .... + + + + + + + + + + + + + + + + + + + + + + W v v v v v v v v v
SPACE + + + + + + + + + + + + + + + + + + + + + + + vvv vvvvvv v v v v v v v v v v v + + + + + + + + + + + + + + + + + + + + + + + + + v v v v vvvvvvv vvvvvv v
vvv + + ..... + + + + + + + + + + + + + + + + + vvvvvv vvvvvvvv vvvvvvvvvvvvvvvvvv + + + + + + + + + + + + + + + + LL vvvvvvvvvvvvvvvvvvv
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BUS STOP vvvv v v °vvv ° v v ° v + +
+++++++++++++++++++++++ v v v v v v v v v v v v v v v v v v v p v p v p p p v v p p v v v°
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vv°vo++ vvvvvvvvvvv vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vv vvvvvvvvvvvvvvvvvvv vv vv vvvvvvvvvvvvvvvvv
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NO'r' -PARTS °vv vovvvvvvvvvvv vv vvvvvvvvvvvvv vvvvvvvvvvvvvvvvv°vvvvvvvvvvvvvvvvv vv vvvvvvvvvvvvvvvvvvv v vv
vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvv vvvv I
\ vvvvvvvvvvvvvvvvvvvvvvvvvvvv vv vvvvvvvvvvvv
I I vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvv (ENTRY/ i
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—' —' — — — o 0 0° OPEN SPACE MEADOWLAND STREET -
vvvvvv vvvvvvv
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++ \\ (SPACE
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Designed by: M"I
Drawn by: —
Architect of Record: _
Date Plotted: 1 /1
Issue for Pricing / Bidding:
Issue for Permit Application:
# I DATE
....
— — — . — — — — — — — �• - — — — —
®2012 by Humphreys &
Partners Architects, L.P. All
Rights Reserved
The architectural works depicted herein are the
sole property of Humphreys & Partners Architects,
LP. and may not be constructed or used without
its express written permission. No permission to
modify or reproduce any of the archkeetural works,
including without limitation the construction of any
building, is expressed or should be implied from
delivery of preliminary drawings or unsealed
construction drawings. Permission to 'construct
the building depicted in sealed construction
drawings is expressly conditioned on the full and
timely payment of all fees otherwise due
Humphreys & Partners Architects, LP. land, in the
absence of any written agreement to the contrary,
is limited to a one-time use on the site ilndicated on
these plans.
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LEGEND
RETAIL
IN PARKING STRUCTURE
TOWER RENOVATION
VV
° ° ° ° vv HIGH DENSITY RESIDENTIAL
vvvv
vvvvvv
vvvvvv
MEDIUM DENSITY RESIDENTIAL
+ + + + +
+++++++++ STRUCTURED PARKING
+++++
11 VICINITY MAP (n.t.s.)
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W&H
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SITE
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LEGAL DESCRIPTION
I. 2.014 acre Tract JE Scott League A-50, Lots 2-4 Block 1 North Park, Lots 3-10 Block 2
North Park, Lots 4-19 Meadowland Addition, 4.65 Acre Tract JE Scott League A-50, 0.17
acre Tract JE Scott League A-50, Lots 1&2 & A Portion of Lot 3 Meadowland Addition, &.
A 0.54 Acre Tract being the Abandoned R.O.W. of Meadowland Street
SCALE: 1" = 60'
0' 60'
(24"x36" SHEET)
120'
240'
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WOODRIDGE COLLEGE
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COMMUNITIES,
LLC.
511 University Dr. E., Ste. 204
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431 Office Park Drive
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ENTRY(—.—.—.—.—.—.—,—,—,—•—. —.—. — — — — — — — —---------•—•--•——•—•—•---•—•—•—•—•— — — —
— — — — — — — — — — — — — — — — — — — — —\�—_—.—,—,_I
I—.—.—._..—.—._ .—.—._
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FAX: (310) 824-7931
co
EXIT
CONTACT: 0 ACT: MICHAEL ROSENFELD
Q
CT. AMANDA WALLIS
M
EMAIL: michael@woodddgecap'ttal.com
EMAIL:
awallis@capstonemail.com
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vvvv
vvvvvv
vvvvvv
MEDIUM DENSITY RESIDENTIAL
+ + + + +
+++++++++ STRUCTURED PARKING
+++++
11 VICINITY MAP (n.t.s.)
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LEGAL DESCRIPTION
I. 2.014 acre Tract JE Scott League A-50, Lots 2-4 Block 1 North Park, Lots 3-10 Block 2
North Park, Lots 4-19 Meadowland Addition, 4.65 Acre Tract JE Scott League A-50, 0.17
acre Tract JE Scott League A-50, Lots 1&2 & A Portion of Lot 3 Meadowland Addition, &.
A 0.54 Acre Tract being the Abandoned R.O.W. of Meadowland Street
SCALE: 1" = 60'
0' 60'
(24"x36" SHEET)
120'
240'
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WOODRIDGE COLLEGE
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LLC.
511 University Dr. E., Ste. 204
.
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431 Office Park Drive
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VOICE: (205) 949-2061
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FAX: (310) 824-7931
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CONTACT: VERONI A
C MORGAN G
CONTACT: 0 ACT: MICHAEL ROSENFELD
Q
CT. AMANDA WALLIS
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EMAIL: michael@woodddgecap'ttal.com
EMAIL:
awallis@capstonemail.com
APPLICANT
OWNER
DEVELOPER
MITCHELL AND MORGAN
WOODRIDGE COLLEGE
CAPSTONE
COLLEGIATE
STATION I-IV, LLC.
COMMUNITIES,
LLC.
511 University Dr. E., Ste. 204
1999 Avenue of the Stars, Suite 2850
431 Office Park Drive
College Station, TX 77840
Los Angeles, CA 90067
Birmingham, AL 35223
VOICE: (979) 260-6963
VOICE: (310)824-2200
VOICE: (205) 949-2061
FAX: (979) 260-3564
FAX: (310) 824-7931
CONTACT: VERONI A
C MORGAN G
CONTACT: 0 ACT: MICHAEL ROSENFELD
N
C TA
0
CT. AMANDA WALLIS
EMAIL: veronica@mkchellandmorgan.com
EMAIL: michael@woodddgecap'ttal.com
EMAIL:
awallis@capstonemail.com
SHEET CONTENTS:
PDD, P -MUD
CONCEPT PLAN
SHEET NO.
CP1
#11490
I E .SIC. , I
1 kloh 50 feet T
I HENSEL
I STREET
1(50' R.O.W.
A005001 JE SCOTT (ICL),
TRACT 41, ACRES 169.7
TEXAS A&M UNIVERSITY SYSTEM
i
t
GENERAL NOTES
1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS
ESTABLISHED FROM GPS OBSERVATION.
2. SUBJECT PROPERTY DOES NOT LIE WITHIN A DESIGNATED FLOOD
PLAIN AREA ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL
NO. 48041 CO144 C, DATED JULY 2, 1992.
NOTE:
PORTION OF MEADOWLAND STREET SHOWN HATCHED HEREON WAS
ABANDONED AS PUBLIC RIGHT-OF-WAY BY THE CITY OF COLLEGE
STATION ORDINANCE NO. 2010-3232 BUT HAS BEEN RETAINED BY
THE CITY OF COLLEGE STATION AS A PUBLIC UTILITY EASEMENT AND
AS A PUBLIC ACCESS EASEMENT FOR THE PUBLIC PURPOSES STATED
WITHIN THE ABOVE MENTIONED ORDINANCE. THE ABANDONED
PORTION OF MEADOWLAND STREET IS NO LONGER A PUBLIC RIGHT
OF WAY.
NT -
THIS PORTION OF ABANDONED 20' PRIVATE 7 r 20' P NATE , 20 PRIVATE
STREET TO BE A PORTION I PARKING EASE. -L I PARKING EASMT. I ( PARKING EASE.
OF LOT 5, NORTH PARK SEC II ---- — — _LL --- ---L1—----- I —
THIS PORTION OF I I
20, UTILITY I ABANDONED I THIS PORTION OF ABANDONED
EASEMENT 47' PRIVATE ACCESS A PORTION OF STREET TO BEI STREET TO BETHIS PORTION FA PORTION
STREET TO BE A PORTION
& PARKING I LOT 2, NORTH I I OF THE 1.855 ACRE TRACT
I OF LOT 2, LODGECO SUBDIVISI N
EASEMENT PARK SEC II
5' UTILITY I EASEMENT n /\ I I A
EASEMENT S 49'08'0,
i/2 INCH IRON
.ROD FOUND 39.34'
.20' S 49'112'26" E 86.75'
A005001 JE SCOTT (ICL),
TRACT -4-1, ACRES 169.7
TEXAS A&M UNIVERSITY SYSTEM
N 49'04'31" W 1298.21'
- SITE `
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VICINITY MAP
(N.T.S.)
,9L
" E 514.27'
A005001 JE SCOTT (ICL),
TRACT 41, ACRES 169.7
TEXAS A&M UNIVERSITY SYSTEM
S 08'48'02" E
.O. `M " 23.57'
CONCRETE
....-.X FOUND Pl
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CA
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DRIVE
FM 60
(120' R.O.W.)
LOTS , C° d PORTION OF LOT 3
MEADOWLAND ADDITION
ZONING C-1
d-
vl 7-D INVESTMENTS
S 48'21 ' 16" E 103.63'
QMON IRONI I
FOUND
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REZONIN,G'
OF 1 5 ACRES
0.345 ACRE TRACT JE
i
'SCOTT LEAGUE A-50- LOTS 2-4 BLOCK
NORTH PARK, LOTS 3-10
BLOCK 2 NORTH PARK, LOTS 4-19
MEADOWLAND ADDI770N,'
4.82 AC, TRACT JE SCOTT LEAGUE A-
-0.17
0. 17AC. TRACT JE SCOTT
LEAGUE A-50, LOTS 1, 2 & A PORT101N
OF LOT 3 MEADOWLAND
ADDITION, A a54 AC. TRACT BEING THE,
ABANDONED
R.O.W. OF MEADOWLAND STREET:
COLLEGE STATION
OWNER:Brazos
DATE: FEBRUARY 2012
County, Texas
Woodridge College Station I, LLC
Woodridge College Station II, LLC
SURVEYOR:
ENGINEER:
Woodridge College Station II, LLC
Brad Kerr
Woodridge College Station IV, LLC
Mitchell & Morgan, L.L.P. r Surveying L.L.C.
Kerr
1999 Avenue of the Stars, Ste 2850
511 University Dr. E, Ste. 204
409 Avenue
Texas Avenue
Los Angeles, CA 90067
Phone (310) 824-2200
College Station, TX 77840
Phone (979) 260-6963 Bryan, Texas 77803
Fax (310) 824-7931
Fax (979) 260-3564 (979) 268-3195
Parcel
Area
;Lots/Description
1
1.04
13
2
0.92
10
3
[
0.84
9
40.8
9
5
1.42
9
6
1.38
9
7
1.39
9
8
1.28
14
9
I
2.64
17
10
(
3.14
22
11
3.14
22
12
F
1.743
11
13
;
1
6
14
2.79
31
15
1.06.
12
16
1.34
14
17
1.3
_ 15
18
1.69
18
19
5
0.81
10
20
0.64
8
21
0.26
3
22
1.56
20
_ 23
_ 2.55
I 30
24
0.3
3
25
0.6
9
26
1.07
13
27
1.45
16
28
1
0.28
3
29
1
0.79
9
30
1.68
21
31
1.69
21
32
3.55
42
33
1.7
21
34
1.95
21
35
1.05
13
36 -7-6.83
11
37
0.03
Common Area
38
i
0.1
Common Area
39
0.14
j Common Area
40
0.15
Common Area
41
F
0.56
PARK
42
;
0.79
Common Area
43
I
0.54
PARK
44
0.37
PARK
45
0.41
PARK
46
0.39
PARK
47 �- -
PARK^
48
0.38
PARK
49
0.35
PARK
50
j
0.03
Common Area
51
0.12
Common Area
52
0.02
Common Area
53
0.1
Common Area
54
E
0.05
Common Area
55
0.02
Common Area
56
3.44
Common Area
57
{
0.38
PARK
Total Area (Ac.)
61.663
Total Lots
524
Lot Denst (LotsZLc.j
8.50
Total Common Area Ac.
4.99
Total Park Area Ac.
5
Total Lot Area (Ac.)
51.673
L OT
DENSITY
EXHIBIT
.OPER: SCALE: AS SHOWN
E"IS• LLC SURVEYOR: ENGINEER: JANUARY 2014
77845 BRAD KERR. RPLS NO. 4502
KERR SURVEYING, LLC Schultz Engineering, LLC
409 N. TEXAS AVE.
BRYAN, TEXAS 77803
979.288.3195
2730 LONGMIRE DR., SUITE A
'840 COLLEGE STATION, TEXAS 77845
(l1
REMAINDER OF
27.02 ACRE TRACT
9626/076
ZONED R
T TTF'TATTqlXT 'A if A 17)
N/F
OAK CREEK LLP. REM. 58.52 ACRE TRACT
_.._., �.,..-�-.403%�8
BRAZOS COUNTY
ZONED R
150 75 0 150
SCALE IN FEET
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4
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P ARKLAND
HATCH - UNDEDICATED
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REMAINDER OF
27.02 ACRE TRACT
9626/076
ZONED R
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N/F
OAK CREEK LLP. REM. 58.52 ACRE TRACT
_.._., �.,..-�-.403%�8
BRAZOS COUNTY
ZONED R
150 75 0 150
SCALE IN FEET
GENERAL NOTES:
1. GENERAL BULK OR DIMENSIONAL VARIATIONS (MERITORIOUS MODIFICATIONS) ARE AS FOLLOWS:
a. TOWNHOME (TH) DEVELOPMENT (VARIATIONS FROM R-3 ZONING)
• FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS. 15' WITH REAR ACCESS
• REAR SETBACK DISTANCE - 20 FT
• STREET SIDE SETBACK DISTANCE - 15 FT
• SIDE SETBACK DISTANCE - 5 FT
• COMMON AREA SIDE SETBACK DISTANCE - 5 FT
b. COMMERCIAL (COM) DEVELOPMENT (VARIATIONS FROM C-3 ZONING)
• THE REAR SETBACK FOR SELF STORAGE STRUCTURES ADJACENT TO A PUBLIC ALLEY OR COMMON AREA WILL BE 5 FEET.
C. SINGLE FAMILY (DETACHED) RESIDENTIAL DEVELOPMENT
• FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS
• REAR SETBACK DISTANCE - 20 FT
• SIDE SETBACK DISTANCE - 5 Fr
• STREET SIDE SETBACK DISTANCE - 15 FT
d. COMMERCIAL TRACTS 2 AND 3 SHALL EACH BE PERMITTED TO ERECT A FREESTANDING SIGN IN ACCORDANCE WITH SECTION 7.4.N OF THE UDO. THESE SIGNS
MAY BE RAISED TO A MAXIMUM HEIGHT OF 20 FEET.
e. DEAD-END STREETS IN RESIDENTIAL AREAS ARE PERMITTED UP TO MAXIMUM .OF 100 FEET IN LENGTH. THE DEAD-END ALLEY ADJACENT TO COMMERCIAL TRACT
3 SHALL EXTEND TO THE PROPERTY LINE (APPROXIMATELY 110 FEET).
2. WHEN THERE ARE MORE THAN 30 LOTS TO BE SERVED BY EXTERNAL STREET CONNECTIONS, A MINIMUM OF TWO CONNECTIONS TO EXTERNAL PAVED PUBLIC
STREETS SHALL BE REQUIRED. A REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS. TWO STREET CONNECTIONS TO EXTERNAL
PAVED PUBLIC STREETS SHALL BE REQUIRED WHEN 100 OR MORE LOTS ARE SERVED.
3. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE PERMITTED ONTO STREETS DESIGNATED AS MINOR COLLECTOR OR LARGER.
4. RIGHT-OF-WAY AND PAVEMENT WIDTHS SHOWN ON THIS PLAN REFLECT THE WIDTHS THAT ARE REQUIRED ALONG THE MAJORITY LENGTH OF EACH STREET. THESE
WIDTHS CAN BE INCREASED AT INTERSECTIONS OF COLLECTOR STREETS AS NEEDED TO ACCOMMODATE TURNING LANES, MEDIANS OR OTHER TRAFFIC CONTROLS.
5. ALL STORMWATER REQUIREMENTS (INCLUDING DETENTION) SHALL BE DESIGNED TO COMPLY WITH THE BCS DRAINAGE DESIGN GUIDELINES. THE DETENTION POND
ADJACENT TO COMMERCIAL TRACT 2 SHALL ALSO MEET COMMERCIAL STANDARDS INCLUDING LANDSCAPING AND TREATMENT OF CONCRETE STRUCTURES.
6. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA).
7. PHASES 105-108 AND 201-202 SHALL BE PLATTED AND CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. BUT WITHIN EACH SEQUENCE THE PHASES SHALL
PROCEED IN NUMERICAL ORDER. PHASES 400-401 ARE ALLOWED TO BE PLATTED AND CONSTRUCTED INDEPENDENTLY, IN NO PARTICULAR ORDER. PHASES 105 AND
106 WILL BE CONSTRUCTED TOGETHER.
8. CSISD MUST SIGN ALL FINAL PLATS THAT INCORPORATE A PORTION OF THEIR PROPERTY.
9. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF DEACON DRIVE, TOWERS PARKWAY & GENERAL
PARKWAY. FIVE FOOT SIDEWALKS SHALL BE REQUIRED ON BOTH SIDES OF ALL OTHER STREETS. SIX FOOT SIDEWALKS SHALL ALSO BE REQUIRED ON THE
ADJACENT SIDES OF OLD WELLBORN ROAD AND HOU_EMAN DRIVE SOUTH.
10. DEACON DRIVE, GENERAL PARKWAY AND TOWERS PARKWAY SHALL HAVE BIKE LANES.
11. EACH SINGLE-FAMILY AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER
ORDINANCE 3222.
12. THE BARRACKS II SUBDIVISION UES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA.
13. NO PORTION OF THE SITE IS WITHIN THE 100 YEAR FLOOD PLAIN PER FIRM 48041CO305E DATED MAY 16, 2012.
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CK
To,
-^
1
2
3
4
5
6�
7
8
9
9
PAI2I<
.O
PROPERTY
E:
PARKLAND
HATCH - PREVIOUSLY DEDICATED
P ARKLAND
HATCH - UNDEDICATED
TRY
o:
HATCH
�REA
HATCH
GENERAL NOTES:
1. GENERAL BULK OR DIMENSIONAL VARIATIONS (MERITORIOUS MODIFICATIONS) ARE AS FOLLOWS:
a. TOWNHOME (TH) DEVELOPMENT (VARIATIONS FROM R-3 ZONING)
• FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS. 15' WITH REAR ACCESS
• REAR SETBACK DISTANCE - 20 FT
• STREET SIDE SETBACK DISTANCE - 15 FT
• SIDE SETBACK DISTANCE - 5 FT
• COMMON AREA SIDE SETBACK DISTANCE - 5 FT
b. COMMERCIAL (COM) DEVELOPMENT (VARIATIONS FROM C-3 ZONING)
• THE REAR SETBACK FOR SELF STORAGE STRUCTURES ADJACENT TO A PUBLIC ALLEY OR COMMON AREA WILL BE 5 FEET.
C. SINGLE FAMILY (DETACHED) RESIDENTIAL DEVELOPMENT
• FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS
• REAR SETBACK DISTANCE - 20 FT
• SIDE SETBACK DISTANCE - 5 Fr
• STREET SIDE SETBACK DISTANCE - 15 FT
d. COMMERCIAL TRACTS 2 AND 3 SHALL EACH BE PERMITTED TO ERECT A FREESTANDING SIGN IN ACCORDANCE WITH SECTION 7.4.N OF THE UDO. THESE SIGNS
MAY BE RAISED TO A MAXIMUM HEIGHT OF 20 FEET.
e. DEAD-END STREETS IN RESIDENTIAL AREAS ARE PERMITTED UP TO MAXIMUM .OF 100 FEET IN LENGTH. THE DEAD-END ALLEY ADJACENT TO COMMERCIAL TRACT
3 SHALL EXTEND TO THE PROPERTY LINE (APPROXIMATELY 110 FEET).
2. WHEN THERE ARE MORE THAN 30 LOTS TO BE SERVED BY EXTERNAL STREET CONNECTIONS, A MINIMUM OF TWO CONNECTIONS TO EXTERNAL PAVED PUBLIC
STREETS SHALL BE REQUIRED. A REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS. TWO STREET CONNECTIONS TO EXTERNAL
PAVED PUBLIC STREETS SHALL BE REQUIRED WHEN 100 OR MORE LOTS ARE SERVED.
3. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE PERMITTED ONTO STREETS DESIGNATED AS MINOR COLLECTOR OR LARGER.
4. RIGHT-OF-WAY AND PAVEMENT WIDTHS SHOWN ON THIS PLAN REFLECT THE WIDTHS THAT ARE REQUIRED ALONG THE MAJORITY LENGTH OF EACH STREET. THESE
WIDTHS CAN BE INCREASED AT INTERSECTIONS OF COLLECTOR STREETS AS NEEDED TO ACCOMMODATE TURNING LANES, MEDIANS OR OTHER TRAFFIC CONTROLS.
5. ALL STORMWATER REQUIREMENTS (INCLUDING DETENTION) SHALL BE DESIGNED TO COMPLY WITH THE BCS DRAINAGE DESIGN GUIDELINES. THE DETENTION POND
ADJACENT TO COMMERCIAL TRACT 2 SHALL ALSO MEET COMMERCIAL STANDARDS INCLUDING LANDSCAPING AND TREATMENT OF CONCRETE STRUCTURES.
6. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA).
7. PHASES 105-108 AND 201-202 SHALL BE PLATTED AND CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. BUT WITHIN EACH SEQUENCE THE PHASES SHALL
PROCEED IN NUMERICAL ORDER. PHASES 400-401 ARE ALLOWED TO BE PLATTED AND CONSTRUCTED INDEPENDENTLY, IN NO PARTICULAR ORDER. PHASES 105 AND
106 WILL BE CONSTRUCTED TOGETHER.
8. CSISD MUST SIGN ALL FINAL PLATS THAT INCORPORATE A PORTION OF THEIR PROPERTY.
9. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF DEACON DRIVE, TOWERS PARKWAY & GENERAL
PARKWAY. FIVE FOOT SIDEWALKS SHALL BE REQUIRED ON BOTH SIDES OF ALL OTHER STREETS. SIX FOOT SIDEWALKS SHALL ALSO BE REQUIRED ON THE
ADJACENT SIDES OF OLD WELLBORN ROAD AND HOU_EMAN DRIVE SOUTH.
10. DEACON DRIVE, GENERAL PARKWAY AND TOWERS PARKWAY SHALL HAVE BIKE LANES.
11. EACH SINGLE-FAMILY AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER
ORDINANCE 3222.
12. THE BARRACKS II SUBDIVISION UES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA.
13. NO PORTION OF THE SITE IS WITHIN THE 100 YEAR FLOOD PLAIN PER FIRM 48041CO305E DATED MAY 16, 2012.
r
PLAT BOU
DARY
BLOCK
6
CK
To,
STREET R
10
11
12
13
14
15
16
17
18
GENERAL NOTES:
1. GENERAL BULK OR DIMENSIONAL VARIATIONS (MERITORIOUS MODIFICATIONS) ARE AS FOLLOWS:
a. TOWNHOME (TH) DEVELOPMENT (VARIATIONS FROM R-3 ZONING)
• FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS. 15' WITH REAR ACCESS
• REAR SETBACK DISTANCE - 20 FT
• STREET SIDE SETBACK DISTANCE - 15 FT
• SIDE SETBACK DISTANCE - 5 FT
• COMMON AREA SIDE SETBACK DISTANCE - 5 FT
b. COMMERCIAL (COM) DEVELOPMENT (VARIATIONS FROM C-3 ZONING)
• THE REAR SETBACK FOR SELF STORAGE STRUCTURES ADJACENT TO A PUBLIC ALLEY OR COMMON AREA WILL BE 5 FEET.
C. SINGLE FAMILY (DETACHED) RESIDENTIAL DEVELOPMENT
• FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS
• REAR SETBACK DISTANCE - 20 FT
• SIDE SETBACK DISTANCE - 5 Fr
• STREET SIDE SETBACK DISTANCE - 15 FT
d. COMMERCIAL TRACTS 2 AND 3 SHALL EACH BE PERMITTED TO ERECT A FREESTANDING SIGN IN ACCORDANCE WITH SECTION 7.4.N OF THE UDO. THESE SIGNS
MAY BE RAISED TO A MAXIMUM HEIGHT OF 20 FEET.
e. DEAD-END STREETS IN RESIDENTIAL AREAS ARE PERMITTED UP TO MAXIMUM .OF 100 FEET IN LENGTH. THE DEAD-END ALLEY ADJACENT TO COMMERCIAL TRACT
3 SHALL EXTEND TO THE PROPERTY LINE (APPROXIMATELY 110 FEET).
2. WHEN THERE ARE MORE THAN 30 LOTS TO BE SERVED BY EXTERNAL STREET CONNECTIONS, A MINIMUM OF TWO CONNECTIONS TO EXTERNAL PAVED PUBLIC
STREETS SHALL BE REQUIRED. A REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS. TWO STREET CONNECTIONS TO EXTERNAL
PAVED PUBLIC STREETS SHALL BE REQUIRED WHEN 100 OR MORE LOTS ARE SERVED.
3. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE PERMITTED ONTO STREETS DESIGNATED AS MINOR COLLECTOR OR LARGER.
4. RIGHT-OF-WAY AND PAVEMENT WIDTHS SHOWN ON THIS PLAN REFLECT THE WIDTHS THAT ARE REQUIRED ALONG THE MAJORITY LENGTH OF EACH STREET. THESE
WIDTHS CAN BE INCREASED AT INTERSECTIONS OF COLLECTOR STREETS AS NEEDED TO ACCOMMODATE TURNING LANES, MEDIANS OR OTHER TRAFFIC CONTROLS.
5. ALL STORMWATER REQUIREMENTS (INCLUDING DETENTION) SHALL BE DESIGNED TO COMPLY WITH THE BCS DRAINAGE DESIGN GUIDELINES. THE DETENTION POND
ADJACENT TO COMMERCIAL TRACT 2 SHALL ALSO MEET COMMERCIAL STANDARDS INCLUDING LANDSCAPING AND TREATMENT OF CONCRETE STRUCTURES.
6. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA).
7. PHASES 105-108 AND 201-202 SHALL BE PLATTED AND CONSTRUCTED USING TWO INDEPENDENT SEQUENCES. BUT WITHIN EACH SEQUENCE THE PHASES SHALL
PROCEED IN NUMERICAL ORDER. PHASES 400-401 ARE ALLOWED TO BE PLATTED AND CONSTRUCTED INDEPENDENTLY, IN NO PARTICULAR ORDER. PHASES 105 AND
106 WILL BE CONSTRUCTED TOGETHER.
8. CSISD MUST SIGN ALL FINAL PLATS THAT INCORPORATE A PORTION OF THEIR PROPERTY.
9. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF DEACON DRIVE, TOWERS PARKWAY & GENERAL
PARKWAY. FIVE FOOT SIDEWALKS SHALL BE REQUIRED ON BOTH SIDES OF ALL OTHER STREETS. SIX FOOT SIDEWALKS SHALL ALSO BE REQUIRED ON THE
ADJACENT SIDES OF OLD WELLBORN ROAD AND HOU_EMAN DRIVE SOUTH.
10. DEACON DRIVE, GENERAL PARKWAY AND TOWERS PARKWAY SHALL HAVE BIKE LANES.
11. EACH SINGLE-FAMILY AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER
ORDINANCE 3222.
12. THE BARRACKS II SUBDIVISION UES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA.
13. NO PORTION OF THE SITE IS WITHIN THE 100 YEAR FLOOD PLAIN PER FIRM 48041CO305E DATED MAY 16, 2012.
r
SW� 311
INDEX MAP
1' = 400'
REVISED
Pl3vlFlj.LlMlNARY
THE ARRACKS II SUBD_ -SIGN
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105-.,7.53 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106-6.32 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
- PHASE 107:7.71 ACRES- 63 LOTS
- -�� PHASE 108:6.93 ACRES - 63 LOTS
VIMASE-20.1:-4.25 ACRES - 22 LOTS
PHASE 202: 5.88 ACRES -281:UTS-
0: 4:917iCRES - LOT
PHASE 401. 7.01 ACRES - 1_L -OT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
SCALE: AS SHOIA
OWNER/DEVELOPER':
HEATH PHILLIPS INVESTMENTS, LLCM SURVEYOR: ENGINEER: REVISED JANUARY 201
P.O. BOX 262 BRAD KERR, RPLS NO. 4502
WELLBORN, TEXAS 77881 KERR SURVEYING. LLC Schultz Engineering, LLC
(979) 229-5906 409 N. TEXAS AVE. g'
BRYAN, TEXAS 77803
COLLEGE STATION ISD 979.268.3195
1812 WELSH 2730 LONGMIRE DR.. SUITE A
COLLEGE STATION, TX 77840 COLLEGE STATION, TEXAS 77845 SHEET 1 OF
(979) 764-5400 979.764.3900
PLAT BOU
DARY
L
CK
To,
STREET R
GHT-OF-WAY LINE
a. 1
2
3
4
5
6
7
8
9
PAI2I<
.O
PROPERTY
CORNER
PARKLAND
HATCH - PREVIOUSLY DEDICATED
P ARKLAND
HATCH - UNDEDICATED
TRY
o:
HATCH
�REA
HATCH
CSISD PR
� PERTY
0.41
SW� 311
INDEX MAP
1' = 400'
REVISED
Pl3vlFlj.LlMlNARY
THE ARRACKS II SUBD_ -SIGN
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105-.,7.53 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106-6.32 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
- PHASE 107:7.71 ACRES- 63 LOTS
- -�� PHASE 108:6.93 ACRES - 63 LOTS
VIMASE-20.1:-4.25 ACRES - 22 LOTS
PHASE 202: 5.88 ACRES -281:UTS-
0: 4:917iCRES - LOT
PHASE 401. 7.01 ACRES - 1_L -OT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
SCALE: AS SHOIA
OWNER/DEVELOPER':
HEATH PHILLIPS INVESTMENTS, LLCM SURVEYOR: ENGINEER: REVISED JANUARY 201
P.O. BOX 262 BRAD KERR, RPLS NO. 4502
WELLBORN, TEXAS 77881 KERR SURVEYING. LLC Schultz Engineering, LLC
(979) 229-5906 409 N. TEXAS AVE. g'
BRYAN, TEXAS 77803
COLLEGE STATION ISD 979.268.3195
1812 WELSH 2730 LONGMIRE DR.. SUITE A
COLLEGE STATION, TX 77840 COLLEGE STATION, TEXAS 77845 SHEET 1 OF
(979) 764-5400 979.764.3900
PLAT BOU
DARY
LOT LINE
STREET R
GHT-OF-WAY LINE
- -
PUBLIC U
ILITY EASEMENT
- - - - - - -
EXISTING
SEMENT LINE
PHASE WE
.O
PROPERTY
CORNER
PARKLAND
HATCH - PREVIOUSLY DEDICATED
P ARKLAND
HATCH - UNDEDICATED
(�^
SIDEWALK
HATCH
�REA
HATCH
CSISD PR
� PERTY
SW� 311
INDEX MAP
1' = 400'
REVISED
Pl3vlFlj.LlMlNARY
THE ARRACKS II SUBD_ -SIGN
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105-.,7.53 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106-6.32 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
- PHASE 107:7.71 ACRES- 63 LOTS
- -�� PHASE 108:6.93 ACRES - 63 LOTS
VIMASE-20.1:-4.25 ACRES - 22 LOTS
PHASE 202: 5.88 ACRES -281:UTS-
0: 4:917iCRES - LOT
PHASE 401. 7.01 ACRES - 1_L -OT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
SCALE: AS SHOIA
OWNER/DEVELOPER':
HEATH PHILLIPS INVESTMENTS, LLCM SURVEYOR: ENGINEER: REVISED JANUARY 201
P.O. BOX 262 BRAD KERR, RPLS NO. 4502
WELLBORN, TEXAS 77881 KERR SURVEYING. LLC Schultz Engineering, LLC
(979) 229-5906 409 N. TEXAS AVE. g'
BRYAN, TEXAS 77803
COLLEGE STATION ISD 979.268.3195
1812 WELSH 2730 LONGMIRE DR.. SUITE A
COLLEGE STATION, TX 77840 COLLEGE STATION, TEXAS 77845 SHEET 1 OF
(979) 764-5400 979.764.3900
60 30 0 . 60
SCALE IN FEET
UKMLLS 1. TURNER AND MARY E. TURNER
22.97 ACRE TRACT 3331/61
ZONED R
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
67.01'
S41' 21' 39"W
L2
67.00'
N42' 14' 02"E
L3
50.00'
N47' 45' 43"W
L4
50.00'
S4T 14' 17"W
L5
24.00'
S42' 14' 17'W
L6
65.00'
S42' 14' 17'W
L7
67.00'
S42' 14' 17"W
L8
3.50'
N47' 45' 43"W
L9
36.00'
S42' 14' 17"W
L10
50.00'
S4T 14' 17"W
L11
70.70'
N42' 14' 17"E
L12
22 OV
N42' 14' 17'E
L13
50.00'
N47' 45' 43'W
L14
22.00'
S42' 14' 17'W
L15
22.00'
N42' 14' 17"E
L16 j
85.00'
N47' 45' 43"W
L17
12.22'
S35' 20' 09"E
L18
12.22'
S35' 20' 09"E
1-19
13.56'
S35-20' 09-E
L20
13.56'
S35' 20',09"E
UKMLLS 1. TURNER AND MARY E. TURNER
22.97 ACRE TRACT 3331/61
ZONED R
a
W
U
0
0
0
I
I
1I
11
\ BLOCK 28, LOT 1 ! I [f II I
\ RECREATION CENTER
\ 11.49 AC. i !III III
\ t1111111
----------\ il�lllii
-- n -. ---- --
Ili i
-1 -12 -IsP o --1�7E W- 31002 -
--.�-,
--m-----2--1-W- 12
12 W-12
iI
II !�
1100 to
IIHi l� DEACON DRIVE WEST
10' PUE-148' B -B ASPHALT PVIvrr - 85' ROW
I1 111111
PLAT BOUNDARY
c . ^ 0' PUE
z
?
Curve Table
v •r
z z
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
39.27'
25.00'
090'00'00'
25.00'
35.36'
SOZ45'43"E
C2
39.27'
25.00'
090'00'00"
25.00'
35.36'
S8714'17'W
C3
39.27'
25.00'
090'00'00'
25.00'
35.36'
NOT45'43'W
C4
39.29'
25.00'
090'02'25"
25.02'
35.37'
N8715'30"E
C5
39.25'
25.00'
089'57'35"
24.98'
35,34'
NOT44'30'W
C6
39.27'
25.00'
090'00'00"
25.00'
35.36'
S0745'43"E
C7
39.29'
25.00'
090'02'25'
25.02'
35.37'
S8715'30'W
C8
39.25',
25.00'
089'57'35"
24.98'
35.34'
NOZ44'30"W
C9
39.27'
25.00'
090'00'00"
25.00'
35.36'
N8714'17"E
C10
39.28'
25.00'
090'00'54'
25.01'
35.36'
SOZ45'43"E
C11
39.28'
25.00'
090'00'54"
25.01'
35.36'
NO2'4543°W
C12
39.28'
25.00'
090'00'54"
25.01'
35.36'
S8714'17"W
C13
39.28'
25.00'
090'00'54"
25.01'
35.36'
NOZ45'43"W
C14
39.28'
25.00'
090'00'54"
25.01'
35.36'
S8714'17"W
C15
39.28'
25.00'
090'00'54"
25.01'
35.36'
NOT45'43"W
C16
39.28'
25.00'
090'00'54"
25.01'
35.36'
N0245'43"W
C17
39.28'
25.00'
090'00'54"
25.01'
35.36'
SOZ45'43"E
C18
39.28'
25.00'
090'00'54"
25.01'
35.36'
S8714'17'W
C19
99.59'
477.70'
011'56'43"
49.98'
99.41'
S41'19'32E
C2088.75'
39.27' 1
427.87'
011'53'04"
44.53'
88.59'
541'17'54"E
a
W
U
0
0
0
I
I
1I
11
\ BLOCK 28, LOT 1 ! I [f II I
\ RECREATION CENTER
\ 11.49 AC. i !III III
\ t1111111
----------\ il�lllii
-- n -. ---- --
Ili i
-1 -12 -IsP o --1�7E W- 31002 -
--.�-,
--m-----2--1-W- 12
12 W-12
iI
II !�
1100 to
IIHi l� DEACON DRIVE WEST
10' PUE-148' B -B ASPHALT PVIvrr - 85' ROW
I1 111111
PLAT BOUNDARY
c . ^ 0' PUE
z
?
Curve Table
v •r
z z
CURVE IF
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C21
92.17'
425.00'
012'25'33'
46.27'
91.99'
S41'32'56"E
C22
103.01
475.00'
012'2533"
51.71'
102.81'
S41'32'56"E
C23
39.27'
25.00'
09900'00"
25.00'
35.36'
S02'45'43'E
C24
39.27'
25.00'
090'00'00"
25.00'
35.36'
N8714'17'E
C25
39.27'
25.00'
090'00'00'
25.00'
35.36'
S8714'17"W
C26
39.27'
25.00'
090'00'00"
25.00'
35.36'
NO2'45'43"W
C27
48.80'
225.00'
012'25'33"
24.49'
48.70'
S41'32'56"E
C28
37.95'
175.00'
O12'25'33"
19.05'
37.88'
S41'32'56"E
C29
37.95'
175.00'
01725'33'
19.05'
37.88'
S41 -32-56"E
C30
48.80'
225.00'
01725'33"
24.49'
48.70'
S41'32'56"E
C31
39.27'
25.00'
090'00'00"
25.00'
35.36'
SB714'17"W
C32
39.27'
25.00'
09900'00"
25.00'
35.36'
N8714'17"E
C33 1
39.27'
25.00'
090'00'00"
25.00'
35.36'
N8714'17"E
C34
39.27'
25.00'
090'00'00'
25.00'
35.36'
N871e17"E
C35
39.27'
25.00'
090'00'00"
25.00'
35.36'
SOT45'43"E
C36
65.24'
532.50'
00701'10'
32.66'
65.20'
N38'43'42"E
C37
75.65'
617.50'
00701'10"
37.87'
75.61'
S38'43'42W
C38
75.65'
617.50'
00701'10'
37.87'
75.61'
N38'43'42"E
C39
65.24'
532.50'
00701'10'
32.66'
65.20'
S3V43'42"W
C40
39.27' 1
25.00' I
090'00'00'
25.00'
35.36'
N8714'17"E
a
W
U
0
0
0
I
I
1I
11
\ BLOCK 28, LOT 1 ! I [f II I
\ RECREATION CENTER
\ 11.49 AC. i !III III
\ t1111111
----------\ il�lllii
-- n -. ---- --
Ili i
-1 -12 -IsP o --1�7E W- 31002 -
--.�-,
--m-----2--1-W- 12
12 W-12
iI
II !�
1100 to
IIHi l� DEACON DRIVE WEST
10' PUE-148' B -B ASPHALT PVIvrr - 85' ROW
I1 111111
PLAT BOUNDARY
c . ^ 0' PUE
z
?
Curve Table
v •r
z z
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C41
39.27'
25.00'
090'00'00"
25.00'
35.36'
NOT45'43V
C42
39.27'
25.00'
09000'00'
25.00'
35.36'
S8714'17'W
C43
39.27'
25.00'
090'00'00'
25.00'
35.36'
SOZ45'43"E
C44
39.27'
25.00'
090'00'00"
25.00'
35.36'
N8714'17"E
C45
39.27'
25.00'
090'OO'00"
25.00'
35.36'
S0745'43"E
C56
39.27'
25.00'
090'00'00"
25.00'
35.36'
N8714'17"E
C57
39.27'
25.00'
090'00'00"
25.00'
35.36'
NOT45'43"W
C63
39.27' 1
25.00'
090'00'00"
25.00'
35.36'
S8714'17`W
C64
39.27'
25.00'
090'00'00"
25.00'
35.36'
SOZ45'43"E
C65
39.27'
25.00'
090'00'00"
25.00'
35.36'
S8714'17'W
C66
39.27'
25.00'
09(r00'00"
25.00'
35.36' 1
S02 -45.43-E
a
W
U
0
0
0
I
I
1I
11
\ BLOCK 28, LOT 1 ! I [f II I
\ RECREATION CENTER
\ 11.49 AC. i !III III
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12 W-12
iI
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1100 to
IIHi l� DEACON DRIVE WEST
10' PUE-148' B -B ASPHALT PVIvrr - 85' ROW
I1 111111
PARKLAND a
TRACT 1 � 6 s 4 s z 1
0.35 AC. \�'I I i �Tn
PLAT BOUNDARY
c . ^ 0' PUE
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27.00'
-
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h 10' PUE
32.00'
27.00'
27.00'
32A
32.00'
-
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CSISD PROPERTY
- 26$
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PARKLAND a
TRACT 1 � 6 s 4 s z 1
0.35 AC. \�'I I i �Tn
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PLAT BOUNDARY
c . ^ 0' PUE
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32.03'
27.00'
27.00'
27.0
' 32.00'
32.00'
27.00'
27.00'
32A
32.00'
-
r.
CSISD PROPERTY
- 26$
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PLAT BOUNDARY
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PHASE LINE
32.0 '
27.00'
27.00' 27.0,b'
PARKLAND HATCH - PREVIOUSLY DEDICATED
32.00'
27.00'
27.00'
16.00':
32.00'
-
r.
CSISD PROPERTY
- 26$
AVENUE
VbiT - 50' ROW
1 I I I II I TRAVIS COLE
ALLEY %
20 BBP �I-24'ROW
F 27' BaD ASPHALT
_. L I
W •-`
PARKLAND
2- I � . TRACT 2
0
3
4
5 I ( 24 f
6 ( 23
-22
O 7 22
8 [I u
I�I0 21
9 I I20
10 I I 19
I it I I 18
I 12 I I 17 I
10' PUE
13 t6 I � I I
t 5
-T-
14 PUE 15
" 14 I I 5' PUE I
----------► �--- ---�
FOXTROT WAY
60 30 0 60
SCALE IN FEET
PARKLAND
TRACT 4
0.41 AC.
N42' 14 17 L13.00_
r-�
�cw.so-.�;;.,
l 17.00 27.0 27.00' 27.00'
PUE I O 116.00 1 i "
a,
i `
C*'�
1 10' PUE c3
N42' 14' 17"E - 113.00 M
4 - - ._
9 t0 11 ( o m
0 10'PUE 2 00
uoi PARKLtiND F N n
2 cc. � \ TRACT 3 W N47 14' 17"E - 113.00' N
0' PUE. , 0. I • I 1 �1 ��_ 0.38 AC. �- - - - -
5' PUE � o
1 M 1 M 2ko3oI IN
BL CK 19 3 iv
- _ N N42' 14' 17"E - 113.00' F
ii
00
` E Z I U I v1 4 N
141.00' - -
�-�,.,�r, � N42' 14' 17"E - 113.00' sem'
BLOCK 2 5.97'4 oc o 5 o Q
).
I f• '27.0
32.0 -0' 0\'
42.03' \�\ N42 14' T17"E_ 14.99' M I M
- - 1-13 .-0 1'
14TV
10! �2.00'
I M
•,• `v 5 6 0
I�
N42' 14' 17"E - 134.61' `� N N42' 1 - N
� $ 4 17"E 114.88'
3.92' aj I N -
7.77'
M 6 10' PUE '^ N42' 14' 1,7"E- 119,94' N
N42' 14' 17"E - 127.85' M
� 4.46'
Z oo 8 In
M 7 N
IrMj V N N42' 14' 17"E - 124.74 M
c j \� N4Z 14' 17'E - 125.04' N 2.01' - - - 1-
9.51' u
� + 0 8 U 9 to
rn rn
n oI zo >vN
O �` ��
PARKLAND N N42' 14' 17"E - 125.03' N N N N42 14' 17"E - 125.00' M
TRACT 5 �\ - - �!~ - - - -
1.62 AC �\\� i\ �. 0 0o W I o U 10
z' a O
NN42' 14' 17'E� 125.03' O H N N42' 14' 17'E - 125.00' a N
10 vol 5 w q 11 0
N42' 14' 17'E - 125.00' N
14' 17"E_ 125.03' M N o
n
O
uoi, i "' N42' 14' 171"E - 125.00' N
N4Z 14 17"E - 125.03' M o
t O 12 -Foo
o 13
' O� i
17'E - 125.03' N
O1 1 .92' 13 00
N42' 14' 17'E - 125.03' N rn I
z7s SSPHHAALTPVMMTT-50 W w
14 uoi _ 7u
N4X 14 17"E 125.03 -
LEGEND
INDEX MAP
1' = 400'
i
REVISED
PR -E -j IMINARY
PLAN
THE ARRACKS II SUBDIVISION
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105:7153 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106:6132 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
PHASE 107: 7.71 ACRES - 63 LOTS
PHASE 108: 6.93 ACRES - 63 LOTS
PHASE 201: 4.25 ACRES - 22 LOTS
PHASE 202:5.88 ACRES - 28 LOTS
PHASE 400: 4.91 ACRES -1 LOT
PHASE 401: 7.01 ACRES -1 LOT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
OWNER/DEVELOPER: SCALE: AS SHOWN
HEATH PHILLIPS INVESTMENTS, LLC SURVEYOR: ENGINEER: REVISED JANUARY 2014
P.O. BOX 262 BRAD KERR. RPLS NO. 4502
WELLBORN, TEXAS 77881 KERR SURVEYING, LLcSChuliz Engineering,'
(979) 229-5906 409 N. TEXAS AVE. LLC
BRYAN, TEXAS 77803
COLLEGE STATION ISD 979.268.3195
1812 WELSH 2730 LONGMIRE DR., SUITE A
COLLEGE STATION, TX 77840 COLLEGE STATION. TEXAS 77845
(979) 764-5400979.764.3900 SHEET 2 OF 4
PLAT BOUNDARY
LOT UNE
STREET RIGHT-OF-WAY LINE
- -
PUBLIC UTILITY EASEMENT
- - - - - - -
EXISTING EASEMENT LINE
R
PHASE LINE
PROPERTY CORNER
PARKLAND HATCH - PREVIOUSLY DEDICATED
PARKLAND HATCH - UNDEDICATED
SIDEWALK HATCH
-77
COMMON AREA HATCH
CSISD PROPERTY
INDEX MAP
1' = 400'
i
REVISED
PR -E -j IMINARY
PLAN
THE ARRACKS II SUBDIVISION
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105:7153 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106:6132 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
PHASE 107: 7.71 ACRES - 63 LOTS
PHASE 108: 6.93 ACRES - 63 LOTS
PHASE 201: 4.25 ACRES - 22 LOTS
PHASE 202:5.88 ACRES - 28 LOTS
PHASE 400: 4.91 ACRES -1 LOT
PHASE 401: 7.01 ACRES -1 LOT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
OWNER/DEVELOPER: SCALE: AS SHOWN
HEATH PHILLIPS INVESTMENTS, LLC SURVEYOR: ENGINEER: REVISED JANUARY 2014
P.O. BOX 262 BRAD KERR. RPLS NO. 4502
WELLBORN, TEXAS 77881 KERR SURVEYING, LLcSChuliz Engineering,'
(979) 229-5906 409 N. TEXAS AVE. LLC
BRYAN, TEXAS 77803
COLLEGE STATION ISD 979.268.3195
1812 WELSH 2730 LONGMIRE DR., SUITE A
COLLEGE STATION, TX 77840 COLLEGE STATION. TEXAS 77845
(979) 764-5400979.764.3900 SHEET 2 OF 4
-----
14 0
�-
i I FOXTROT WAY �1 I
14
I
27' B -B ASPHALT PNTMT - 50' ROW
_j
_ - -
33 v
3
o
l y\
2 I 1 32 I Z b I 4
> \
I ( 3 I 31 I F I 5
4 I' I 30 I q
1 29 I
s 7
I I lye`'.
G I I 28 I I 8
oram
- 7-I L S. 3 I 27 I I
I - -
26
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a 4
I Z
it 1U a
v I
Nl��^z 1 10 ( I
�i �{ 2412
\
U
-
I 1 11 I I 23
13
12
22
ch -IV 14
I 13I �4 21 I I
15 \
20
14 16
15 19
i7
'$
18
77
16
2
0
i
�t
27
�1
'1
28
rD
4 a
29 \ 4
30 \\
31 I AAVA
Mill
60 30 0 60
SCALE IN FEET
I
D7 O
v
13 -�--�+
. � 7. o
1 92
\\ \��,•\ ,� N42' 14 125.03
' 17"E - '
�\ - - ARMORED AVENUE F- on ARMORED AVENUE
071 27 B -B ASPHALT PVAiT - 50' ROW (n 27' B -B ASPHALT PVM'T' - 50' ROW
b
o _
14 M "w
/ Nor 14' 17"E - 125.03' - _ - -
- - /- 7.00 27.00' 7.00' 7.00 33.00` 3.00 7.00 27.00` 27.00' -33.00 33.00` -27.00' 7.00 7.00 33,00'' 33.00 7.00 27.00` 27.00' 7.00' 51.8 '
PUE BLOCK 25 - ---
M 15 M �' 01 1 0G o 0 0 0 0 0 8 0 0 c 0 0 0 0 0 o io
N4Z 14' 17"E - 125.02' M I n N4r. 14' 17"E - 125.00` I '^ ui Vi ori ,od uoi ,q ,,� c o 0 0 0
� ui ai .n o
- �f5' PUE - .-.-.-.- �_ .-_ ui
co 0 0 oT I I 1 1 0 IIII 16 O N 2rz i 1 I u 2 -IM 3 I4J 4 IW 5. IW 6 IW 7 I I , IW IW IW IW Iw IW IW IW w
N4r 14' 17"E - 125.02' r N47 14' 17"E - 125.00' I M M ,.� }�," 8 „� 9 M 10 w w w
/ I I I I•r I I't Iir� I in I in I in 11 in I in 13 I in I in I in I- It I. I. I 21
- 10' PUE o 0 0 w o 14 15 16 17 18 19 "� 20
. 0 17 0 0 3 0 •t v v v .r •r v v vo
N N4r 14' 17"E - 125.02' (rz N w N4r 14' 17"E - 125.00' I v �a n F, It,
- - - - i to N N ul u' N5' PUEof as ai N N ai N N N N N N N
1n I
M 18 (M i z cni 4 x117.00 27.00' 27.00' 27.00' 33.00'- -33.00' 27.00' 27.00' 27.00 = -33.00' 3.00'- 27.00' 27.00' 27.00' 33.00 = -33.00' 27,00' 27.00 = 27.00' 27.00' 50.41'
/ M "� Z " M N42' 14' 17'E - 125.00'
M N4214' - WAr
N4r 14' 17'E - 125.02'
/ - - - - ST - C4iT ST - ST - ST - ST -@- ST - ST ST ST ST T ---�7
ALLEY 9-- ST --- ST 1
/ b W a In 14' TTE - 616.12' zo' CONCRETE PVhf1' - 24' Row
N
M 1 M U B! M 5 (M 7.00 27.00` -27:00' 7.00 33:00'- X3:00` 7.00 27.00 27.00" 3.00' 33.00` 77.00' 7.00' 7.00 `
U - F 33.00 X3.00' 7.00 27.00 27.00' '27.00' 50.1
q N42' 14' 17'E 125.00'
N 7 14' 17"E_ 125.02 I a - - - BLOCK 25
2. d o b o 0 5' PU - --
O o* f o 20 N 0 I I 6 b Lo upi toi to to Lo uoi upi p
cnv I'� N a N4r 14' 17"E - 125.00• n .-
�' U
o N4r 14' 1TE_ 125.02' oN o -- N W PUE I I I t I I I I I t I t I I I I I I I I I I ( I I I I t I I N
t 1 I I I I I► I I N
_ O L1 O b 'p0 �� W W W 41 W W W W W W W W W W W W W W W
/ n sA q NI 7 N 22 I 23 (M 24 I 25 I 26 I ",� 27 I 28 � 29 30 v 31 vM 32 a 33 v 34 a 35 a 36 aM 37 v v v v "'
N N42' 14' 17"E - 125.02' N N4r 14' 1 TE - 125.00' I I . I . I . I , I . I . I . (. I . (_ 38 I _ 39 I . 40 I . 41 I `* 42
Lo o to w o in ,n v� in o p o o Ln o o p N
-- .r to
o22 b n iA ST v a s� R IF } F
M I M' 8 N V) V) N V) h N�� - N J. th N � y y d- at d' N
I ! Y tt Y Ul VS V) (n
M i N4r 14' 1 TE - 125:00' M qg
p; o/ N42' 14 1.7"E - 125.02' I - - cdv ,. 5' PUE
� � G� 8
' - - 17 002Q0 2 0 ` 27 00' Q- 3:00` 7:00` 27.00- 27.00' 3.00' 33.00- 27.00' 27.00' 27.00' 33.00'- 3.00' 27.00' 27.00'- - ('
O M '�i '',, • '� kfi , .,,
3r b % f - �, �.a _ _ oo' 27.00' 4sa4
a w_.
o -----
'co % t/ M 23 I N M 9 M '{4 - 614 4 _ 27
N47 14' 17'E_ 125.Q0'ST
Ay N4r 14' 17`E_ 124,98' y. N
w;
_ -__--0.40'a U) TANG CAKE DRIVE
24 5.40' o OI 10 I O j -i I 38' B B ASPHALT PVMT - 67' ROW E
N42' 14' 17'E - 125.79' xC
n Oo
t - 01 _ - a 5' PUE I
N4r 14' 17"E 123.78'
y O - '(LJf .. I
Vl ..
/ % �/ 0 25 m ^I 11 I O W � ., - d B. .. - � .m. _ .. A Im '14' iTIN - d7dS1A'
c
C.APPS DRIVE
27' B -B ASPHALT PV_f%1T - 50' ROW
LOCK 5 PH S r67
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
67.01'
S41' 21' 39'W
L2
67.00'
N42' 14' 02'E
L3
50.00'
N47' 45' 43"W
L4
50.00'
S42' 14' 17'W
L5
24.00'
S42' 14' 17'W
L6
65.00'
S42' 14' 17"W
L7
67.00'
S42' 14' 17"W
L8
3.50'
N47' 45' 43"W
L9
36.00'
S42' 14' 17'W
L10
50.00'
S42' 14 17'W
L11
70.70' 1
N42' 14' 17'E
L12
22.00'
N4r 14' 17"E
L13
50.00'
N47' 45' 43'W
L14
22.00'
S42' 14' 17"W
L15
22.00'
N42' 14' 17"E
L16
85.00'
N47' 45' 43"W
L17
12.22
S35' 20' 09"E
L18
12.22'
S35' 20' OVE
L19
13 56'
835' 20' 09"E
120
13.56'
S35' 20' 09"E
I
D7 O
v
13 -�--�+
. � 7. o
1 92
\\ \��,•\ ,� N42' 14 125.03
' 17"E - '
�\ - - ARMORED AVENUE F- on ARMORED AVENUE
071 27 B -B ASPHALT PVAiT - 50' ROW (n 27' B -B ASPHALT PVM'T' - 50' ROW
b
o _
14 M "w
/ Nor 14' 17"E - 125.03' - _ - -
- - /- 7.00 27.00' 7.00' 7.00 33.00` 3.00 7.00 27.00` 27.00' -33.00 33.00` -27.00' 7.00 7.00 33,00'' 33.00 7.00 27.00` 27.00' 7.00' 51.8 '
PUE BLOCK 25 - ---
M 15 M �' 01 1 0G o 0 0 0 0 0 8 0 0 c 0 0 0 0 0 o io
N4Z 14' 17"E - 125.02' M I n N4r. 14' 17"E - 125.00` I '^ ui Vi ori ,od uoi ,q ,,� c o 0 0 0
� ui ai .n o
- �f5' PUE - .-.-.-.- �_ .-_ ui
co 0 0 oT I I 1 1 0 IIII 16 O N 2rz i 1 I u 2 -IM 3 I4J 4 IW 5. IW 6 IW 7 I I , IW IW IW IW Iw IW IW IW w
N4r 14' 17"E - 125.02' r N47 14' 17"E - 125.00' I M M ,.� }�," 8 „� 9 M 10 w w w
/ I I I I•r I I't Iir� I in I in I in 11 in I in 13 I in I in I in I- It I. I. I 21
- 10' PUE o 0 0 w o 14 15 16 17 18 19 "� 20
. 0 17 0 0 3 0 •t v v v .r •r v v vo
N N4r 14' 17"E - 125.02' (rz N w N4r 14' 17"E - 125.00' I v �a n F, It,
- - - - i to N N ul u' N5' PUEof as ai N N ai N N N N N N N
1n I
M 18 (M i z cni 4 x117.00 27.00' 27.00' 27.00' 33.00'- -33.00' 27.00' 27.00' 27.00 = -33.00' 3.00'- 27.00' 27.00' 27.00' 33.00 = -33.00' 27,00' 27.00 = 27.00' 27.00' 50.41'
/ M "� Z " M N42' 14' 17'E - 125.00'
M N4214' - WAr
N4r 14' 17'E - 125.02'
/ - - - - ST - C4iT ST - ST - ST - ST -@- ST - ST ST ST ST T ---�7
ALLEY 9-- ST --- ST 1
/ b W a In 14' TTE - 616.12' zo' CONCRETE PVhf1' - 24' Row
N
M 1 M U B! M 5 (M 7.00 27.00` -27:00' 7.00 33:00'- X3:00` 7.00 27.00 27.00" 3.00' 33.00` 77.00' 7.00' 7.00 `
U - F 33.00 X3.00' 7.00 27.00 27.00' '27.00' 50.1
q N42' 14' 17'E 125.00'
N 7 14' 17"E_ 125.02 I a - - - BLOCK 25
2. d o b o 0 5' PU - --
O o* f o 20 N 0 I I 6 b Lo upi toi to to Lo uoi upi p
cnv I'� N a N4r 14' 17"E - 125.00• n .-
�' U
o N4r 14' 1TE_ 125.02' oN o -- N W PUE I I I t I I I I I t I t I I I I I I I I I I ( I I I I t I I N
t 1 I I I I I► I I N
_ O L1 O b 'p0 �� W W W 41 W W W W W W W W W W W W W W W
/ n sA q NI 7 N 22 I 23 (M 24 I 25 I 26 I ",� 27 I 28 � 29 30 v 31 vM 32 a 33 v 34 a 35 a 36 aM 37 v v v v "'
N N42' 14' 17"E - 125.02' N N4r 14' 1 TE - 125.00' I I . I . I . I , I . I . I . (. I . (_ 38 I _ 39 I . 40 I . 41 I `* 42
Lo o to w o in ,n v� in o p o o Ln o o p N
-- .r to
o22 b n iA ST v a s� R IF } F
M I M' 8 N V) V) N V) h N�� - N J. th N � y y d- at d' N
I ! Y tt Y Ul VS V) (n
M i N4r 14' 1 TE - 125:00' M qg
p; o/ N42' 14 1.7"E - 125.02' I - - cdv ,. 5' PUE
� � G� 8
' - - 17 002Q0 2 0 ` 27 00' Q- 3:00` 7:00` 27.00- 27.00' 3.00' 33.00- 27.00' 27.00' 27.00' 33.00'- 3.00' 27.00' 27.00'- - ('
O M '�i '',, • '� kfi , .,,
3r b % f - �, �.a _ _ oo' 27.00' 4sa4
a w_.
o -----
'co % t/ M 23 I N M 9 M '{4 - 614 4 _ 27
N47 14' 17'E_ 125.Q0'ST
Ay N4r 14' 17`E_ 124,98' y. N
w;
_ -__--0.40'a U) TANG CAKE DRIVE
24 5.40' o OI 10 I O j -i I 38' B B ASPHALT PVMT - 67' ROW E
N42' 14' 17'E - 125.79' xC
n Oo
t - 01 _ - a 5' PUE I
N4r 14' 17"E 123.78'
y O - '(LJf .. I
Vl ..
/ % �/ 0 25 m ^I 11 I O W � ., - d B. .. - � .m. _ .. A Im '14' iTIN - d7dS1A'
c
C.APPS DRIVE
27' B -B ASPHALT PV_f%1T - 50' ROW
LOCK 5 PH S r67
�P1fp-1V1UU3L'5'_9 pl' TA _7 S D
1 2 3 4 5 6 7 8 9 10 11 12
I ( ( ( ( I I I I I I I
S-6 S 6 S-6 -6 S-6
PLAT BOUNDARY
Curve Table
LOT LINE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
C11
39.27'
25.00'
090'00'00"
25.00'
35.36'
SO -745'43"E
C2
f
25.00'
090'00'00"
�P1fp-1V1UU3L'5'_9 pl' TA _7 S D
1 2 3 4 5 6 7 8 9 10 11 12
I ( ( ( ( I I I I I I I
S-6 S 6 S-6 -6 S-6
NN4r 14' 17"E - 120.84' " w N42'14' 17"E_ 128.12'
/26 upi ; 12 r
0 ) .
10' PUE
N47 14' 17'E - 133.06' 12 0
f N47 14' 17"E - 114.73' 1,48'^ - -
/ - a
12.07' iq N47 14' 17'E - 115.00'
w 2710' PUE 13 N - - - -
N `55 ( �
/ M 4•' N42'14' 17"E - 139.99' M
/
N42' 14' 17'E - 107.88' - - i0:) N N
2
N4r 14' 17'E - 115.00' I
/ 0 28 N n 14 to W p -- --IV
�N
n �r� N N4r 14' 17" E - 144.74' N 0 10 8 -I
/ N N42' 1 N 4' 17"E - 104.03' - - i.
'- N N4r 14' 17"E - 115.00' N
15 f
/ N 29 IN N4r 14' 17"E - 147.72' N 0 9
/ N42' 14' 17"E_ 101.73' - - r ai
N 10' PUE 16 is "� N4r 14' 17'E - 115.06' t I t
uoi 30 M - - - L�]
_ _ M m U
m. .
O o
/ N4r 14' 17'E- 101-23, �� �, a� 13.42' a
\ Ww' ti� r� rpt M
/ 0 10.42' p.mg
�A\ j mm
N4r 14' 17"E - 115.00' h
/ roi 31 w o 5' PUE-
7
UE 7ol •p I
i14 1 101.00
n
N4 2' ' TE - '
I' 1 N4r14'1TE-115.00' N
PARI�.A1\1D� I � -1 •` - -' -'
32 pot aI p o
6 0
N N42' 14' 17'E - 101.00' 0.37 AC.
- N4r 14' 1 TE - 115.00'
C! 33 N 5 n
5' PUE �\ « N4r 14' 17"E - 115.00' 8
n
CAPPS DRI
�
27' B -B ASPHALT P� b1 - 50' ROW
OCK 15
o 13 14 I 15 I 16 I 17 I 18 I 19 I 20 I 21 I 22 I 23 I 24
L d -1 __I_L_I-J_!_L Jll
2
11
PLAT BOUNDARY
Curve Table
LOT LINE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C11
39.27'
25.00'
090'00'00"
25.00'
35.36'
SO -745'43"E
C2
39.27'
25.00'
090'00'00"
25.00'
35.36'
SBT14'17"W
C3
39.27'
1 25.00'
090'00'00`
25.00'
35.36'
NOr45'43"W
C4
39,29'
1 25.00'
090'02'25"
1 25.02'
35.37'
N87 -15'30"E
C5
39.25'
25.00'
089'57'35"
24.98'
35.34'
NOr44'30'W
C6
39.27'
25.00'
090'00'00"
25.00'
35.36'
SOZ45'43"E
C7
39.29'
25.00'
090'02'25"
25.02'
35.37'
S8TI5'30'W
C8
39.25'
25.00'
089'57'35"
24.98'
35.34'
NOr44'30"W
C9
39.27'
25.00'
090'00'00'
25.00'
35.36'
N8T14'17"E
C10
39.28'
25.00'
090'00'54"
25.01'
35.36'
S0245'43"E
C11
39.28'
25.00'
090'00'54"
25.01'
35.36'
NOr45'43"W
C12
39.28'
25.00'
090'00'54"
25.01
35.36'
S8-rl V17"W
C13
39.28'
25.00'
090'00'54"
25.01'
35.36'
NOT45.43-W
C14
39.28'
25.00'
090'00'54"
25.01'
35.36'
S87*14'17"W
C15
39.28'
25.00'
090'00'54"
25.01'
35.36'
N0245'43"W
C16
39.28'
25.00'
090'00'54"
25.01'
35.36'
N0745'43"W
C17
39.28'
25.00'
090'00'54'
25.01'
35.36'
SOr45'43"E
C18
39.28'
25.00'
090.00'54"
25,01'
35.36'
S8T14'17"W
C19
99.59'
477.70'
011'5643"
49.98'
99.41'
S41'19'32"E
C20
88,75'
427.87'
011'53'04" 1
44.53'
88.59'
S41 -17.54"E
NN4r 14' 17"E - 120.84' " w N42'14' 17"E_ 128.12'
/26 upi ; 12 r
0 ) .
10' PUE
N47 14' 17'E - 133.06' 12 0
f N47 14' 17"E - 114.73' 1,48'^ - -
/ - a
12.07' iq N47 14' 17'E - 115.00'
w 2710' PUE 13 N - - - -
N `55 ( �
/ M 4•' N42'14' 17"E - 139.99' M
/
N42' 14' 17'E - 107.88' - - i0:) N N
2
N4r 14' 17'E - 115.00' I
/ 0 28 N n 14 to W p -- --IV
�N
n �r� N N4r 14' 17" E - 144.74' N 0 10 8 -I
/ N N42' 1 N 4' 17"E - 104.03' - - i.
'- N N4r 14' 17"E - 115.00' N
15 f
/ N 29 IN N4r 14' 17"E - 147.72' N 0 9
/ N42' 14' 17"E_ 101.73' - - r ai
N 10' PUE 16 is "� N4r 14' 17'E - 115.06' t I t
uoi 30 M - - - L�]
_ _ M m U
m. .
O o
/ N4r 14' 17'E- 101-23, �� �, a� 13.42' a
\ Ww' ti� r� rpt M
/ 0 10.42' p.mg
�A\ j mm
N4r 14' 17"E - 115.00' h
/ roi 31 w o 5' PUE-
7
UE 7ol •p I
i14 1 101.00
n
N4 2' ' TE - '
I' 1 N4r14'1TE-115.00' N
PARI�.A1\1D� I � -1 •` - -' -'
32 pot aI p o
6 0
N N42' 14' 17'E - 101.00' 0.37 AC.
- N4r 14' 1 TE - 115.00'
C! 33 N 5 n
5' PUE �\ « N4r 14' 17"E - 115.00' 8
n
CAPPS DRI
�
27' B -B ASPHALT P� b1 - 50' ROW
OCK 15
o 13 14 I 15 I 16 I 17 I 18 I 19 I 20 I 21 I 22 I 23 I 24
L d -1 __I_L_I-J_!_L Jll
2
11
12
2
12
PLAT BOUNDARY
Curve Table
LOT LINE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C21
92.17'
425.00'
01725'33'
46.27'
91.99'
S41 -32.56"E
C22
103.01'
475.00'
01725'33"
51.71'
102.81'
S41'32'56"E
C23
39.27'
25.00'
090'00'00'
25.00'
35.36'
SOr45'43"E
C24
39.27'
25.00'
090'00'00"
25.00'
35.36'
N8T14'17'E
C25
39.27'
25.00'
090'00'00'
25.00'
35.36'
S87'14'17"W
C26
39.27'
25.00'
090'00'00"
25.00'
35.36'
NOr45'43"W
C27
48.80'
225.00'
01725'33"
24.49'
48.70'
S41'32'56'E
C28
37.95'
175.00'
01725'33"
19.05'
37.88'
S41'32'56E
C29
37.95'
175.00'
01725'33"
19.05'
37.88'
S41'32'56'E
C30
48.80"
225.00'
01725'33"
24.49'
48.70'
541'32'56"E
C31
39.27'
25.00'
090'00'00"
25.00'
35.36'
S8714'17'W
C32
39.27'
25.00'
090'00'00"
25.00'
35.36'
N87'14'17"E
C33
39.27'
25.00'
090.00'00"
25.00'
35.36'
N8T14'17"E
C34
39.27'
25.00'
090'00'00"
25.00'
35.36'
N87'14'17'E
C35
39.27'
25.00'
090'00'00"
25.00'
35.36'
S0745'43"E
C36
65.24'
532.50'
007*01'10"
32.66'
65.20'
N38'4342"E
C37
75.65'
617.50'
OOT01'10"
37.87'
75.61'
S38'43'42'W
C38
75.65'
617.50'
o0T01'1O"
37.87'
75.61'
N38'43'42"E
C39
65.24'
532.50'
OOT01'1O'
32.66'
65.20'
S384342'W
C40
39.27' 1
25.00' 1090`00
.00"
25.00'
35.36' 1
N87'14'17`E
12
2
12
1
1 N d
- � d
2 - O
p
3
S-12 S-121 11
N
I N
PH -11 SE X00
I N
y
BLOCK 26, LOT 1 I
COMMERCIAL TRACT 3
4.91 AC.
I N
N
as
I
i N
I�
I
I
I
I N
SC 12' 34V - 49W
INDEX MAP
1' = 400'
PUE
PUE
PLAT BOUNDARY
Curve Table
LOT LINE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C41
39.27'
25.00'
090'00'00"
25.00'
35.36'
NOr45'43 W
C42
39.27'
25.00'
090'00'00"
25.00'
35.36'
S8T14'17'W
C43
39.27'
25.00'
09(700'00"
25.00'
35.36'
S02'45'43"E
C44
39.27'
25.00'
090'00'00"
25.00'
35.36'
N8rtV17"E
C45
39.27'
25.00'
090'00'00"
25.00'
35.36'
SOr45'43'E
C56
39.27'
25.00'
090'00'00'
25.00'
35.36'
N8T14'17"E
C57
39.27'
25.00'
090'00'00"
25.00'
35.36'
NOT45'43`W
C63
39.27'
25.00'
090'00'00'
25.00'
35.36'
S87'14'17'W
C64
39.27'
25.00'
090'00'00"
25.00'
35.36'
S0245'43"E
C65
39.27'
25.00'
090'00'00"
25.00'
35.36'
S8T14'17'W
C66
39.27'
25.00'
090'00'00"
25.00'
35.36'
SOr45'43"E
1
1 N d
- � d
2 - O
p
3
S-12 S-121 11
N
I N
PH -11 SE X00
I N
y
BLOCK 26, LOT 1 I
COMMERCIAL TRACT 3
4.91 AC.
I N
N
as
I
i N
I�
I
I
I
I N
SC 12' 34V - 49W
INDEX MAP
1' = 400'
PUE
PUE
,ELIMINARY PLAN
_11T FOR RECORD
REVISED
P IMINARY PLAN
THE BARRACKS II SUBDIVISION
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105:7 3 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106: 6.32 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
PHASE 107:7.71 ACRES - 63 LOTS
PHASE 108: 6.93 ACRES - 63 LOTS
PHASE 201: 4.25 ACRES - 22 LOTS
PHASE 202:5.88 ACRES - 28 LOTS
PHASE 400:4.91 ACRES -1 LOT
PHASE 401: 7.01 ACRES -1 LOT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
OWNER/DEVELOPER: SCALE: AS SHOWN
HEATH PHILLIPS INVESTMENTS, ULC SURVEYOR: ENGINEER: REVISED JANUARY 2014
P.O. BOX 262 BRAD KERR. RPLS NO. 4502
WELLBORN, TEXAS 77881 KERR SURVEYING, LLC
(979) 229-5906 409 N. TEXAS AVE. SChuliz'Englne@ring,'LLC
BRYAN. TEXAS 77803
COLLEGE STATION ISD 979.268.3195
1812 WELSH 2730 LONGMIRE DR.. SUITE A
COLLEGE STATION, TX 77840 COLLEGE STATION, TEXAS 77845
(979) 764-5400979.764.3900 SHEET 3 OF 4
PLAT BOUNDARY
LOT LINE
STREET RIGHT-OF-WAY LINE
- -
PUBLIC UTILITY EASEMENT
-
EXISTING EASEMENT LINE
»
PHASE LINE
OO
PROPERTY CORNER
\\\\\\\\\\\\
PARKLAND HATCH - PREVIOUSLY DEDICATED
PARKLAND HATCH - UNDEDICATED
SIDEWALK HATCH
COMMON AREA HATCH
CSISD PROPERTY
,ELIMINARY PLAN
_11T FOR RECORD
REVISED
P IMINARY PLAN
THE BARRACKS II SUBDIVISION
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105:7 3 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106: 6.32 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
PHASE 107:7.71 ACRES - 63 LOTS
PHASE 108: 6.93 ACRES - 63 LOTS
PHASE 201: 4.25 ACRES - 22 LOTS
PHASE 202:5.88 ACRES - 28 LOTS
PHASE 400:4.91 ACRES -1 LOT
PHASE 401: 7.01 ACRES -1 LOT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
OWNER/DEVELOPER: SCALE: AS SHOWN
HEATH PHILLIPS INVESTMENTS, ULC SURVEYOR: ENGINEER: REVISED JANUARY 2014
P.O. BOX 262 BRAD KERR. RPLS NO. 4502
WELLBORN, TEXAS 77881 KERR SURVEYING, LLC
(979) 229-5906 409 N. TEXAS AVE. SChuliz'Englne@ring,'LLC
BRYAN. TEXAS 77803
COLLEGE STATION ISD 979.268.3195
1812 WELSH 2730 LONGMIRE DR.. SUITE A
COLLEGE STATION, TX 77840 COLLEGE STATION, TEXAS 77845
(979) 764-5400979.764.3900 SHEET 3 OF 4
I
I
(
I
i
I
I
I
(
I
I
I
I
R
k
I a l
o
NEST F-
85, ROW
2
RACT 4
I.41 AC.
110
TENUE
,fT - 50' ROW N
I
d
\IANP 1A. 47"C _ 7MftM
60 30 0 60
SCALE IN FEET
UNE TABLE
UNE #
0
-_ DIRECTION
L1
67.01'
S41' 21' 39'W
L2
C
LV
0?
L3
50.00'
N47' 45' 43"W
'E -- 113.00'
M
S42' 14' 17'W
N
24.00'
>
�
65.00'
z
L7
'E-113.00'
- - -
NW�
LS
M
N47' 45' 43"W
S
O
O
l
L10
50.00'
E - 113.00'
-
N
70.70'
N42' 14' 17"E
L12
1
Lo
IN
L13
50.00'
N47' 45' 43"W
'E- 113.00'
M
rI
L15
22.00'
N42' 14' 17"E
wi
M
rgwi
N47' 45' 43"W
L17
E - 113.01'
S35' 20' 09"E
L18
12.22'
S35' 20' 09'E
1-19
0
0
S35' 20' 09'E
L26
13:56' 1
- 114.88'
N
24.98'
35.34'
N0744'30'W
C9
39.27'
25.00'
ST
25.00'
35.36'
0
CIO
39.28'
25.00'
090'00'54"
N
35.36'
S0745'43E
C11
39.28'
25.00'
090'00'54"
25.01'
35.36'
- 124.74'
M
39.28'
25.00'
090'00'54"
25.01'
{O
IO
S8T14'17"W
C13
39.28'
_125.00'
M
25.01'
35.36'
N0245'43"W
C14
0
O
25.00'
090'00'54'
25.01'
- 125.00'
- -
N
C15
3.9.28'
25.0.0'
090.'00'54"
25.01'
0
0
NO2 '45'43'W
C16
39.28'
_125.00'
CI
25.01'
I
NO2'45'43W
C17
39.28'
o
09700'54"
25.01'
35.36'
_125.00'
N
39.28'
25.00'
TENUE
,fT - 50' ROW N
I
d
\IANP 1A. 47"C _ 7MftM
60 30 0 60
SCALE IN FEET
JL
UNE TABLE
UNE #
LENGTH
-_ DIRECTION
L1
67.01'
S41' 21' 39'W
L2
67.00'
N4T 14' 02'E
L3
50.00'
N47' 45' 43"W
L4
50.00'
S42' 14' 17'W
L5
24.00'
S42' 14' 17"W
L6
65.00'
S4T 14' 17"W
L7
67.00'
S42' 14' 17'W
LS
3.50'
N47' 45' 43"W
L9
36.00'
S4T 14' 17'W
L10
50.00'
S42' 14' 17"W
L11
70.70'
N42' 14' 17"E
L12
22.00'
N42' 14' 17"E
L13
50.00'
N47' 45' 43"W
L14
22.00'
S42' 14' 17"W
L15
22.00'
N42' 14' 17"E
L16
85.00'
N47' 45' 43"W
L17
12.22'
S35' 20' 09"E
L18
12.22'
S35' 20' 09'E
1-19
13.56'
S35' 20' 09'E
L26
13:56' 1
S35' 20' 09"E
JL
BRAD KERR, RPLS NO. 4502
PLAT BOUNDARY
Curve Table
I,I
LOT LINE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
Ct
39.27'
25.00'
090'00'00"
25.00'
35.36'
SOZ45-43"E
C2
39.27'
25.00'
090'00'00"
25.00'
35.36'
S8T14'17'W
C3
39.27'
25.00'
090'00'00"
25.00'
35.36'
NO2'45'43W
C4
39.29'
25.00'
090'02'25"
25.02'
35.37'
N8T15'30"E
C5
39.25'
25.00'
089'57'35"
24.98'
35.34'
NO2'44'30"W
C6
39.27'
25.00'
090'00'00'
25.00'
35.36'
S0745'43"E
C7
39.29'
25.00'
090'02'25"
25.02'
35.37'
S87 -15-30-W
CS
39.25'
25.00'
089'57'35"
24.98'
35.34'
N0744'30'W
C9
39.27'
25.00'
090'00'00"
25.00'
35.36'
N8T14'17'E
CIO
39.28'
25.00'
090'00'54"
25.01'
35.36'
S0745'43E
C11
39.28'
25.00'
090'00'54"
25.01'
35.36'
NOZ45'43'W
012
39.28'
25.00'
090'00'54"
25.01'
35.36'
S8T14'17"W
C13
39.28'
25.00'
090'00'54'
25.01'
35.36'
N0245'43"W
C14
39.28'
25.00'
090'00'54'
25.01'
35.36'
S8714'1 7W
C15
3.9.28'
25.0.0'
090.'00'54"
25.01'
35.36'
NO2 '45'43'W
C16
39.28'
25.00'
090'00'54"
25.01'
35.36'
NO2'45'43W
C17
39.28'
25.00'
09700'54"
25.01'
35.36'
SOZ45.43-E
C18
39.28'
25.00'
090'00'54"
25.01'
35.36'
S8714'17'W
C19
99.59'
477.70'
011'56'43"
49.98'
99.41'
S41'19'32"E
C20
88.75'
427.87'
011'53'04"
44.53'
88.59'
S41'17'54'E
JL
BRAD KERR, RPLS NO. 4502
PLAT BOUNDARY
Curve Table
I,I
LOT LINE
CURVE IF
CURVE #
LENGTH
RADIUS
Ix
TANGENT
CHORD
-
-
PUBLIC • UTILITY EASEMENT
- - - -
-
EXISTING EASEMENT LINE
;1 L ALS i
91.99'
PHASE LINE
O
C22
1E
475.00'
01725'33"
PARKLAND HATCH - PREVIOUSLY DEDICATED
W1111 1-111 %l1111A
////l71///,
Ali
_ L J
r
%/
EES'
f
SHEET
f.:
COMMON AREA HATCH
SOT45'43"E
25.00
CSISD PROPERTY
39.27'
26.00'
090'00'00"
25.00'
35.36'
N87'14V"E
35.36'
r
( Coy y/r
/
1
25.00'
I ISI I
u
(
35.36'
!
i
I
I
(
,n
39.27'
25.00'
090'00'00"
25.00'
35.36'
N0245'43"W
( I
C27
48.80'
225.00'
012'25'33"
S EE
3
S41'32'56"E
39.27'
C28
37.95'
175.00'
01725'33'
19.05'
37.88'
S41'32'56"E
25.00'
C29
37.95'
175.00'
INDEX MAP
1"=�.
PFZELIMINARY PLAN
N�OT FOR RECORD
REVISED
SLIMINARY
PLAN
THE ARRACKS II SUBDIVISION
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105:7.53 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106::6.32 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
PHASE 107: 7.71 ACRES - 63 LOTS
PHASE 108: 6.93 ACRES - 63 LOTS
PHASE 201: 4.25 ACRES - 22 LOTS
PHASE 202: 5.88 ACRES - 28 LOTS
PHASE 400:4.91 ACRES -1 LOT
PHASE 401: 7.01 ACRES - i LOT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
a
OWNER/DEVELOPER: SCALE: AS show
HEATH PHILLIPS INVESTMENTS, LLC SURVEYOR: ENGINEER: REVISED JANUARY 201
P.O. BOX 262
BRAD KERR, RPLS NO. 4502
PLAT BOUNDARY
Curve Table
I,I
LOT LINE
CURVE IF
CURVE #
LENGTH
RADIUS
STREET RIGHT-OF-WAY LINE
TANGENT
CHORD
-
-
PUBLIC • UTILITY EASEMENT
- - - -
-
EXISTING EASEMENT LINE
f
91.99'
PHASE LINE
O
C22
PROPERTY CORNER
475.00'
01725'33"
PARKLAND HATCH - PREVIOUSLY DEDICATED
W1111 1-111 %l1111A
////l71///,
PARKLAND HATCH - UNDEDICATED
(l
L�
SIDEWALK HATCH
:
77-777,
f.:
COMMON AREA HATCH
SOT45'43"E
25.00
CSISD PROPERTY
39.27'
26.00'
090'00'00"
25.00'
35.36'
PFZELIMINARY PLAN
N�OT FOR RECORD
REVISED
SLIMINARY
PLAN
THE ARRACKS II SUBDIVISION
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105:7.53 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106::6.32 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
PHASE 107: 7.71 ACRES - 63 LOTS
PHASE 108: 6.93 ACRES - 63 LOTS
PHASE 201: 4.25 ACRES - 22 LOTS
PHASE 202: 5.88 ACRES - 28 LOTS
PHASE 400:4.91 ACRES -1 LOT
PHASE 401: 7.01 ACRES - i LOT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
a
OWNER/DEVELOPER: SCALE: AS show
HEATH PHILLIPS INVESTMENTS, LLC SURVEYOR: ENGINEER: REVISED JANUARY 201
P.O. BOX 262
BRAD KERR, RPLS NO. 4502
Curve Table
KERR SURVEYING, LLCSCilultz
Engineering, LLC"
CURVE IF
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
39.27'
C21
92.17'
425.00'
012'25'33"
46.27'
91.99'
S41 -32.56-E
L'
C22
103.01'
475.00'
01725'33"
51.71'
102.81'
S41°32'56"E
090'00'00"
C23
39.27'
25.00'
090'00'00"
25.00'
35.36'
SOT45'43"E
25.00
C24
39.27'
26.00'
090'00'00"
25.00'
35.36'
N87'14V"E
35.36'
C25
39.27'
25.00'
090'00'00"
25.00'
35.36'
S8T14'17"W
N8T14'17'E
C26
39.27'
25.00'
090'00'00"
25.00'
35.36'
N0245'43"W
C63
C27
48.80'
225.00'
012'25'33"
24.49'
48.70'
S41'32'56"E
39.27'
C28
37.95'
175.00'
01725'33'
19.05'
37.88'
S41'32'56"E
25.00'
C29
37.95'
175.00'
01725'33"
19.05'
37.88'
S41'32'56"E
090'00'00' 1
C30
48.80'
225.00'
0172533'
24.49'
48.70'
S41'32'56'E
C31
39.27'
25.00'
090'00'00"
25.00'
35.36'
S8T14'17'W
C32
39.27'
25.00'
090'00'00'
25.00'
35.36'
N8i14'17"E
C33
39.27'
25.00'
090'00'00"
25.00'
35.36'
N87'14'17'E
C34
39.27'
25.00'
090'00'00"
25.00'
35.36'
NST14'17'E
L
C35
39.27'
2.5.00'
090'00'00"
25.00'
3$.36'
SOZ45'43 E
C36
65.24'
532.50'
00T01'10"
32.66'
65.20'
N38'43'42"E
C37
75.65'
617.50'
ODT01'10"
37.87'
75.61'
S38 -43.42-W
C38
75.65'
617.50'
OOTO1'10"
37.87'
75.61'
N3B'43'42"E
C39
65.24'
532.50'
00T01'10"
32.66'
65.20'
S38'43'42"W
C40
39.27'
1 25.00'
090'00'00'
25.00'
35.36' 1
N8T14'17'E
PFZELIMINARY PLAN
N�OT FOR RECORD
REVISED
SLIMINARY
PLAN
THE ARRACKS II SUBDIVISION
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105:7.53 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106::6.32 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
PHASE 107: 7.71 ACRES - 63 LOTS
PHASE 108: 6.93 ACRES - 63 LOTS
PHASE 201: 4.25 ACRES - 22 LOTS
PHASE 202: 5.88 ACRES - 28 LOTS
PHASE 400:4.91 ACRES -1 LOT
PHASE 401: 7.01 ACRES - i LOT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
a
OWNER/DEVELOPER: SCALE: AS show
HEATH PHILLIPS INVESTMENTS, LLC SURVEYOR: ENGINEER: REVISED JANUARY 201
P.O. BOX 262
BRAD KERR, RPLS NO. 4502
Curve Table
KERR SURVEYING, LLCSCilultz
Engineering, LLC"
CURVE IF
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C41
39.27'
25.00'
090'00'00'
25.00'
35.36'
N0745'43" W
C42
39.27'
25.00'
090'00'00"
25.00'
35.36'
S87'14'17W
C43
39.27'
25.00'
090'00'00"
25.00'
35.36'
S074543'E
C44
1 39.27'
25.00'
I 090'00'00"
25.00
35.36'
N8T14'17'E
C45
39.27'
25.00'
090'00'00"
25.00'
35.36'
S0745'43'E
C56
39.27'
25.00'
090'00'00"
25.00'
35.36'
N8T14'17'E
C57
39.27'
25.00'
090'00'00`
25.00'
35.36'
NOT45'43'W
C63
39.27'
25.00'
090'00'00"
25.00'
35.36'
S87*14'17'W
C64
39.27'
25.00'
090'00'00"
25.00'
35.36'
S0745'43'E
C65
39.27'
25.00'
090'00'00"
25.00'
135.36 '
S8T14'17'W
C66
39.27'
25.00'
090'00'00' 1
25.00'
1 35.36' 1
S0745.43 -E
PFZELIMINARY PLAN
N�OT FOR RECORD
REVISED
SLIMINARY
PLAN
THE ARRACKS II SUBDIVISION
50.55 ACRES - 258 LOTS
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
TOWERS PARKWAY RIGHT OF WAY: 0.843 ACRES
PHASE 105:7.53 ACRES - 47 LOTS - (0.56 ACRES PARKLAND & 0.79 ACRES COMMON AREA)
PHASE 106::6.32 ACRES - 33 LOTS - (0.38 ACRES PARKLAND & 0.41 ACRES COMMON AREA)
PHASE 107: 7.71 ACRES - 63 LOTS
PHASE 108: 6.93 ACRES - 63 LOTS
PHASE 201: 4.25 ACRES - 22 LOTS
PHASE 202: 5.88 ACRES - 28 LOTS
PHASE 400:4.91 ACRES -1 LOT
PHASE 401: 7.01 ACRES - i LOT
SAVE & EXCEPT
PARKLAND TRACTS 3,4 & 7
a
OWNER/DEVELOPER: SCALE: AS show
HEATH PHILLIPS INVESTMENTS, LLC SURVEYOR: ENGINEER: REVISED JANUARY 201
P.O. BOX 262
BRAD KERR, RPLS NO. 4502
WELLBORN, TEXAS 77881
KERR SURVEYING, LLCSCilultz
Engineering, LLC"
(979) 229-5906
409 N. TEXAS AVE.
BRYAN, TEXAS 77803
COLLEGE STATION ISD
979.288.3195
1812 WELSH
2730 LONGMIRE DR.. SUITE A
COLLEGE STATION, TX 77840
COLLEGE STATION, TEXAS 77845 SHEET 4 OF
(979) 764-5400
979.764.3900