HomeMy WebLinkAboutPhillips Square Ph 2 Blk 2 Lts 1R3-1R30, CA 1R RP30 15 0 30
SCALE IN FEET
VARIABLE
WIDTH PrAE
BY SEPARATE
INSTRUMENT
1/2" IRON ROD FOUND WITH
BLUE PLASTIC CAP STAMPED
"KERR SURVEYING" (CM)
I I
I
PHILLIPS SQUARE SUBDIVISION
PHASE 2, BLOCK 3, LOT 1 I
(19991/67 OPRBCT)
CASTLE ROCK PKWY
(19755/277 OPRBCT)
60' ROW - 38' PAVEMENT
"X" FOUND IN
CONCRETE (CM)
10' PUE
/ N8_ 51' 4TE - 297.49' (19755/277)
48.99' 32.50' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 35.15' n� 30.85'
10.00'
20' PUE
(19755/277) `
COMMON i
ANN DUKE, ET AL. ✓ AREA
I R I 3:P E 3;: 3:: 3 � 3:� � � PUE
PORTION OF THE REMAINDER OF t/
A CALLED 117.5 ACRES M -
10'. 15' � of - o1_ oI_ o1_ oI- ol_ o1-
(11809/184 OPRBCT) PrDE 2Q \ PUE 00 cp O 00 1 R-24 O 00 1 R-25 O Do 1R-26 00 1 R-27 O 00 1 R-28 O 00 1 R-29 O Do 1 R-30
r- 1 R-23 In
O L00 1 O In 1 O in 1 O Lo 1 O 00 1 O � 1 O00 O
r7 r7 C
g S O O O O O O O
✓' 1' s\ QJ , I Z Z Z Z Z Z Z I Z ( O
1 R-22 I z
35' PUE & PrDE i
(19755/277)J
_�jS.00' 1R-21 71i I .07' 12.61' 25.00' 25.00' 25.00' 25.00' 25.00' 25.00' 44.00'
30' WIDE PIPELINE OO f \�C6 S86• 51 ' 47" W 206.61 ' !
EASEMENT
(534/102 DRBCT) �jv `LO �`\ Sz y�p'I VARIABLE
/ Rom• 1 R-20 O- ,/G 1 38' G� PrDE 10 P DTH VARIABLE pRIVATE ACCESS DRIVE VARIABLE PAE 41.5' I
00 WIDTH PUE
24� f
WIDTH ' PAVEMENT - - -
Aj,, �y`�0 \ PrAE PUE
1 R-19
5.00' ti0 0\�COMMON
f /Oo AREA 1 R 10,
d �Q S�1 q`o 1.057 AC. �\ o \ g PrDE
CO��'�G CS9 A,
GPpONU43 N34 � 6
9
BARS N
• 1R-18 kG \ /l
Pr10,
DE `LO00 '� �A' /� VARIABLE \
i ..�� • f'
1/2 INCH IRON ROD / 'y tiR sp� �� �}``�� WIDTH
P E Og� 00 \
FOUND (CM) WITH BLUE �• 1R-17 41 rL� 25'
PLASTIC CAP STAMPED �00 fn\�st• / Z� Z0 ` 35' PUE & PrDE /
'KERR SURVEYING' q, > 00 N9- 4.73' C2 N6 2600 6? 0. (19755/277)
110, Aj'. /qg co' w 23.22, 0.85' 1R-13
�. 1 R-16 AG `L� 6 C_3 2`' 0� ��6� �\ �r�•
\8, 2654' �� \hut 1R-12 �cS� c
2.02'
10'1
PrDE
�4_20' PUE
(19755/277)
1
Al
L'
l ,,° 5. 1 R-15 ly wF- Qp� cp \ I R-11
\ �\��, 'S �Q`S ti� �p ,fig \ � 6'• � ` ��,.
00 �`�, ,� ti6 \ �v'\ �, ] R- l 0 c3` cS�+ �z �OA
cP 1 R-14 �G \ �6, 6 : cp \ c,� 1 R-9 �cS �, !z ' -' / �2 �8 /
` / v' 00
24' 1� \ 1 R-7 �\ �� <J !L �,' '` 25 0.12' TO PrAE /
'� �0 / Zr� � a, 1 R-8 cS� cS END POINT / • /
rye' PAE �' �'. 00 SOUTHWEST OF
\ :;r7 �jh / 1R-6 �00`., c3' �\ c� - LOT CORNER /
F o� /
10' PrDE
% (19755/277)
PHILLIPS SQUARE SUBDIVISION
PHASE 2, BLOCK 2, LOT 2R-3
(19991/67 OPRBCT)
•55.5' PrAE
(19755/277)
-'--"X" FOUND IN
CONCRETE (CM)
35' PUE
& PrDE
(19755/277)
O a�` tJ25 00 r .
\ PUE t \ 2 fit,' �, \ m/ 5' / % ROWS FOOT FOUND
\
15IN CONCRETE (CM) SEE EASEMENT
' `o /
S
PUE 1R-4 c9\ J+ \ Zc�00 �0� 5g /ter / INSET ON SHEET 3
i. �
1R-3 �L' 2500 -- SFj� // / PHILLIPS SQUARE SUBDIVISION
PHASE 2, BLOCK 2, LOT 2R-2
\ O 1 119991/A7 OPRB('T)
PHILLIPS SQUARE SUBDIVISION \ �' 25� 3'�2• % /
PHASE 2, BLOCK 2, LOT 1 R-2
(19991/67 OPRBCT) \/ \ \ S'� Op (�1j - ., r• �r
13' PrAE BY ✓ 35' PrAE 35' PUE
SEPARATE - & PrDE APPROXIMATE 100 YR FLOODPLAI
INSTRUMENT 10' /Zg (19755/277) .�/-� (19755/277) PER ELEVATIO
LOMA CASE NO. 25-06-0402
10' PrDE BY 10.00' 10 I 10.00'
SEPARATE PrDE /
INSTRUMENT G /
35' PUE & PrDE 4�t`
(19755/277) 0 /
16' PAE
/ (19755/277)
/ /...
POINT OF BEGINNING /...
-CROW'S FOOT FOUND / /..•
IN CONCRETE (CM)
VICINITY MAP
PROJECT
LOCATION
NOT TO SCALE
..
WILLIAM D. FITCH PKWY
REPLAT
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
145.28'
125.00'
066'35'22"
82.09'
137.24'
S30'09'28"W
C2
29.52'
20.00'
084'33'57"
18.19'
26.91'
N84'52'17"E
C3
35.58'
32.00'
063'42'07"
19.88'
33.77'
S84'41'48"E
C4
36.13'
23.00'
090'00'00"
23.00'
32.53'
S71'32'51 "E
C5
35.14'
75.50'
026'39'57"
17.89'
34.82'
S55'55'17"W
C6
20.13'
75.50'
015'16'26"
10.12'
20.07'
S79-13'34"W
C7
17.47'
15.50'
064*35' 12"
9.80'
16.56'
N35-25'53"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
25.39'
N56' 29' 29"W
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I, Steven Savala, Manager of BCS Urban Living, LLC, owner and developer of the land shown on
this plat, and designated herein as the Phillips Square Subdivision, Phase 2, Lot 1R-1 in
College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of
the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public
places thereon §how)r _�& the purpose and consideration therein expressed.
v
--------7Soval
9------------=--------
- BCS A-, LLC
Steven Manager
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Steven Savala, Manager
of BCS Urban Living, LLC, known to me to be the person whose name is subscribed to the
foregoing instrument, and acknowledged to me that he executed the same for the purpose
and consideration therein stated. j��y�
1/1
Given under my hand and seal on this ll_-0-t ay of ._J YX, 20PAW
Notary u iic, Brazos County, Texas
ABBIE DAVIS
Notary ID #135553474
My Commission Expires
April 2, 2030
CERTIFICATE OF ADMINISTRATOR
1,\lministrator of the City of College Station, Texas, hereby
certify th t this Subdivision Plat conforms to the requirements of the Subdivision
Regulations of the City of College Station.
Administrat
City of College Station, Texas
CERTIFICATE OF CITY ENGINEER
I, OPW L' C lTCV_City Engineer of the City of College Station, Texas,
hereby certify that this Subdivision Plat conforms to the requirements of the
Subdivision Regulations of the City of College Station, Texas.
- - City Engineer
Engineer
City of College Station
CERTIFICATE OF COUNTY CLERK
16' PAE Filed for Record
(19755/277) Official Public Records Of:
Brazos County Clerk
On: 7/31/2026 9:34:31 AM
In the PLAT Records
Doc Number: 2026-1593227
Volume -Page: 20723-44
Number of Pages: 3
Amount: 72.00
Order#:20260731000031
By: SR
County Clerk
Brazos County, Texas)
CERTIFICATE OF THE SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
I, Michael Andrew Sherrod, Registered Professional and Surveyor No. 7103, in the
State of Texas, hereby certify that this plat is t and correct and was prepared
from an actual survey of the prope and tha a property markers and
monuments were placed under my s erviSion o the ground.
��Ca
C
MICHAEL ANDREW SHERROD
•';'o ..........................
'�•7103 v,
�9a FSs�0�o
LEGEND
PROPERTY BOUNDARY
ADJACENT PROPERTY
-
LOT LINE
-PUBLIC UTILITY EASEMENT (P.U.E)
- -
PRIVATE ACCESS EASEMENT (Pr.A.E.)
- • - •
- PRIVATE DRAINAGE EASEMENT (Pr.D.E.)
-- - - -
- - EXISTING PUBLIC UTILITY EASEMENT (P.U.E)
--- --- ---- -
- EXISTING PRIVATE DRAINAGE EASEMENT (Pr.D.E)
- - -
- - EXISTING PUBLIC ACCESS EASEMENT (P.A.E.)
LOT CORNER - 1/2- IRON ROD SET WITH BLUE
®
PLASTIC CAPS STAMPED "KERR SURVEYING'
OTHERWISE NOTED
OUNLESS
{#
BLOCK LABEL
(CM)
CONTROLLING MONUMENT FOUND AND USED TO
ESTABLISH PROPERTY LINES
OPRBCT
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,
TEXAS
()
RECORDING INFORMATION
ROW
RIGHT-OF-WAY
R.P.L.S. No. 7103
BLOCK
LOT
AREA (SF)
2
1 R-3
3,862
2
1 R-4
2,221
2
1 R-5
2,459
2
1 R-6
2,696
2
1 R-7
2,681
2
1 R-8
2,163
2
j 1 R-9
2,081
2
1 R-10
2,081
2
1 R-11
2,081
2
1 R-12
2,081
2
1 R-13
2,592
2
1 R-14
2,844
2
1R-15
2,188
2
113-16
2,188
2
113-17
2,188
2
1R-18
2,188
2
113-19
2,188
2
1 R-20
2,188
2
1 R-21
2,188
2
1 R-22
2,932
2
1 R-23
2,780
2
1 R-24
2,125
2
1 R-25
2,125
2
1R-26
2,125
2
1 R-27
2,125
2
1R-28
2,125
2
1R-29
2,125
2
1 R-30
3,705
I
/
rx
CASTLE ROCK PKWY
10' PUE
(19755/277)
60' ROW - 38' PAVEMENT
do.
20 10 0 20
/ 20' PUE �'" 15' / S86° 51' 47"W 217.34'
SCALE IN FEET
/ (19755/277) d PUE
/ \ COMMON I I I 1 PUE
.057 A 11C. I I
rn
Sri
(19755/277 OPRBCT)
1 R-24 I R-25 1 R-26 l R-27 1 R-28 1 R-29 I R-30
/ / \ 1 R-23
/ 10, U) I I
PrDE d\ I I I I I I I
/
1 PrDE
\
C1O _�v N86'51' 47"E 193.61 ±�76
76
S86' 51' 47"W 185.61'
30' WIDE PIPELINE / ) I
EASEMENT ^ „�OJ ' \ / \ VARIABLE 24'
(534/102 DRBCT) WIDTH PrAE
/ d \ 1R-20 \ PUE 41.5' -�
PUE ' ti
\ 6' 51' 47"E N 44.23' ' S56
/ O \ 1R-19 \ \L2�4
/ COMMON 5.00' O� LZ�y., S86' 51' 47"W 69.03'
,\. � /
/ AREA I R .., _. ,23 _ c1 / /
/ 1.057 AC. `< 9
Lag �86' 31 tS.,W `J�. PrDE /
I R-18 \ �� '�- / i 3 2 s�--
S8 15 ti 13 ,6 3 j /
10'
PrDE \ / VARIABLE 1 Z � Z\ 2 \Z /
/ \ VARIABLE WIDTH �; <,'0.0.01,
\�j / IR-17 O� WIDTH
"n \ .
PrAE PUE
/
No ,�°�� 42 /
h \ \ h / OtK PUE C15 / IR-13
1 R-16 \ ��`L `10N \ .6'\ PrAE , \
d� \ � , C8 C16 / 1R-12 '
,P
/ \ IR-15 \ �tx / \ C9 \ I R-11 \ r \
C) �� ( 35' PUE & PrDE
(19755/277)
l R-10 -
�,
1R-14 \ \ \ 1R-9 \ /
/ \ 10' / P PrAE �\ 1R-7 \ " ..0.12' TO PrAE
PrDE 1R-8
, END POINT �
df IR-6 \ \ / / SOUTHWEST OF
10, ,5 \ / LOT CORNER
i' PUE Z\\ �i�6.,\ / �p`L /`O1
IZI s_
1 R-5
c� \ \ / .•rw � cuss / '''�/ .�
010,
N �� Qp\
10' LEGEND
-� PUE
' PUE �� 10'
ri PrDE
,
Pr, �a 35' PUE
13' PrAE BY L28 C� 35' 277) // /
SEPARATE �19 (19755/277) / & PrDE
INSTRUMENT < -51 _? 0
10' PrDE BY 10.00' . 1. L6
SEPARATE / 8 10.00' /
INSTRUMENT
r35'
PUE & PrDE
(19755/277)
I
6' PAE
(19755/277)
EASEMENT INSET
PROPERTY BOUNDARY
ADJACENT PROPERTY
-
LOT LINE
-
-PUBLIC UTILITY EASEMENT (P.U.E)
- -
PRIVATE ACCESS EASEMENT (Pr.A.E.)
- -
- - PRIVATE DRAINAGE EASEMENT (Pr.D.E.)
EXISTING PUBLIC UTILITY EASEMENT (P.U.E)
--- -
-- -- EXISTING PRIVATE DRAINAGE EASEMENT (Pr.D.E)
----
- _- EXISTING PUBLIC ACCESS EASEMENT (P.A.E.)
LOT CORNER - 1/2" IRON ROD SET WITH BLUE
OO
PLASTIC CAPS STAMPED "KERR SURVEYING"
UNLESS OTHERWISE NOTED
®
BLOCK LABEL
(CM)
CONTROLLING MONUMENT FOUND AND USED TO
ESTABLISH PROPERTY LINES
OPRBCT
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,
TEXAS
()
RECORDING INFORMATION
ROW
RIGHT-OF-WAY
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
25.39'
N56' 29' 29"W
L2
19.87'
N26' 32' 51"W
L3
50.43'
S63' 27' 09"W
L4
10. 47'
S26' 32' 51 "E
L5
12.62'
S63' 27' 09"W
L6
12.59'
S63' 27' 09"W
L7
9.87'
N26' 32' 51 "W
L8
40.43'
N63' 27' 09"E
L9
9.87'
S26' 32' 51"E
L10
10.70'
S42' 35' 19"W
L11
31.87'
S42' 35' 19"W
L12
27.00'
S47' 24' 41 "E
L13
72.34'
N3' 08' 13"W
L14
31.76'
N74' 47' 11"W
L15
15.56'
S12' 20' 00"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L16
15.01'
S63' 09' 19"E
L17
25.40'
S36' 47' 10"E
L18
14.61'
S63' 27' 09"W
L19
18.30'
S42' 25' 05"E
L20
9.43'
N75° 36' 47"E
L21
7.59'
N 46' 40' 40"E
L22
18.71'
N48' 08' 13"W
L23
33.14'
S67' 34' 19"E
L24
34.25'
N86' 51' 47"E
L25
14.15'
N42' 25' 05"W
L26
27.56'
S63' 27' 09"W
L27
10.00'
N47' 24' 41 "W
L28
31.07'
S65° 28' 34"W
L29
21.80'
N26' 32' 51 "W
L30
13.00'
S26' 32' 51 "E
LINE TABLE
LINE #
LENGTH
DIRECTION
L31
59.29'
N63° 27' 09"E
L32
28.05'
S63' 27' 09"W
L33
10.00'
S47' 24' 41 "E
L34
57.53'
S47' 24' 41 "E
L35
20.26'
S81' 45' 08"E
L36
16.51'
S59' 20' 02"E
L37
18.93'
N59" 20' 02"W
L38
16.76'
N81' 45' 08"W
L39
17.87'
S63' 27' 09"W
L40
17.96'
S26' 32' 51 "E
L41
12.80'
N63° 27' 09"E
L42
18.26'
N 30' 33' 07"E
L43
24.00'
N3° 08' 13"W
L44
16.34'
S63' 27' 09"W
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
145.28'
125.00'
066'35'22"
82.09'
137.24'
S30'09'28"W
C2
29.52'
20.00'
084'33'57"
18.19'
26.91 '
N84'52' 17"E
C3
35.58'
32.00'
063'42'07"
19.88'
33.77'
S84'41'48"E
C4
36.13'
23.00'
090°00'00"
23.00'
32.53'
S71'32'51 "E
C5
35.14'
75.50'
026'39'57"
17.89'
34.82'
S55'55'17"W
C6
20.13'
75.50'
015' 16'26"
10.12'
20.07'
S79' 13'34" W
C7
17.47'
15.50'
064*35' 12"
9.80'
16.56'
N35'25'53"W
C8
17.72'
12.50'
081'14'04"
10.72'
16.28'
S83°12'21 "W
C9
41.62'
39.50'
060*22'14"
22.98'
39.72'
N86'21'44"W
C10
24.06'
83.00'
016*36'40"
12.12'
23.98'
N78'33'27"E
C11
10.00'
103.00'
005'33'54"
5.01'
10.00'
N30'39'58"E
C12
16.69'
25.00'
038'15'39"
8.67'
16.39'
S45'40'41 "E
C13
33.53'
25.00'
076°50'39"
19.83'
31.07'
S11°52'28"W
C14
9.75'
72.50'
007'42'29"
4.88'
9.75'
S46'26'33"W
C15
29.52'
20.00'
084'33'57"
18.19'
26.91'
S84'52'17"W
C16
35.58'
32.00'
063°42'07"
19.88'
33.77'
N84'41'48"W
C17
37.78'
25.00'
086°35'32"
23.56'
34.29'
N73'15'05"W
C18
18.29'
25.00'
041'54'43"
9.57'
17.88'
N08'59'58"W
C19
30.38'
103.00'
016*53'51"
15.30'
30.27'
N55'00'13"E
C20
25.04'
25.00'
057'23'23"
1 13.68'
24.01 '
N58'39'01 "W
C21
58.34'
75.50'
044'16'28"
30.71'
56.90'
S64'43'33"W
C22
18.21'
50.00'
020'51'50"
9.21'
18.11'
S53'01'14"W