HomeMy WebLinkAboutCaprock Crossing Blk1 Lt3AR-4R RPS`ON N/F
SPECIAL
of s,3� 285 WILLIAM D. FITCiI PKWY UTILITY DISTRICT
GONO 12,ROW VARIES REM. 0.036 ACRE
\�. OS SON �y E 3991/197
G , N1a;N e,�■ :�� ® �� ® ® ® ® ZONED R
5• II FI ,
Y - g • a t -'E.- 86:18' IV'41 49 20'E 131W131W4 .7
50 G 1:08
�+8 29
12.5' PUE `N
7.5' PUE \
10' PUE 11003/35 / \
12280/63 f /
i 20' PRIVATE CROSS
VARIABLE
70' PUBLIC ACCESS, I '��' ACCESS EASEMENT
PRIVATE DRAINAGE & WIDTH PUE , ) I � 11003/35 &
EASEMENT �' 1 - _ ,'o� 20' WATERLINE EASEMENT
60 30 0 60 LANDSCAPE 11003/35 I I - p`l� / 4021 /260
SCALE IN FEET
N/F
SPACE CONTROL, LTD. I .
CAPROCK CROSSING / I30' ACCESS VARIABLE
LOT 3R, BLOCK 3 30' PRIVATE I/ EASEMENT /
1.47 ACRES SS ACCESS WIDTH PUE
12205/131 I CRO 11473/224 10672/86 t
ZONED GC & ov EASEMENT N
' 11003/35 / I ^ N/F
BRAZOS TEXAS LAND DEVELOPMENT, LLC
f / 1 CAPROCK CROSSING
LOT 1, BLOCK 1
L T 3A -R 1.61 ACRES 1 / BLOCK 1 I N. ZONED GC & OV y .
1
10 2.07 ACRES PRIVATE DRAINAGE f / I
EASEMENT / /
� INSET
11003/35 _ PUE DETAIL 1
/ \ VARIABLE `
N' 1
.tN 10' TELEPHONE\\ TOD BE ABANDONED
60'
CO10'
` ` EASEMENT 20' PUE
PUBLIC ACCESS,
GE & / G 681 /144 / 11003/ 35 .
j/ PRIVATE DRAINAGE / / f --
LANDSCAPING EASEMENT
i 70' PUBLIC
UTILITY
20 11003/35
J � PUE 0.60 20' PUE �- -
EASEMENT �----_ / Z w / : ��! \ ---/-- I
11003/35 T r'7 / /r 11003/35
/ c 15' PRIVATE ACCESS .� 4
i / f EASEMENT v 30' PRIVATE
100' ELECTRICAL / �:/ / / / CROSS ACCESCh S -c
---''�� EASMENT 1231/378 �y ,,� EASEMENT
11003/35 t
N/F \ �/�
BRAZOS TEXAS LAND DEVELOPMENT, LLC / / / \ \ N/F
CAPROCK CROSSING i \ BRAZOS TEXAS LAND DEVELOPMENT, LLC
LOT 1A -R, BLOCK 3 / �. i CAPROCK CROSSING j 1
19.09 ACRES 50' PUBLIC / j '/ ,% \ \ n_ LOT 2A; BLOCK 1 CRI 11898/30
20' PRIVATE DRAINAGE I 20' PUE
/ \ �i 003/35 ' EASEMENT 11003
11003/35 ACCESS /35
ZONED GC & OV j EASEMENT / / CID %/ �20' PUE \ / �g ZONED GC & ov ®!!
11003/35 / o
/ � o '
8460/1 \ 10' PRIVATE' / I
f 20' PUE \ DRAINAGE 20 PUE / !
11003/35
VARIABLE 11003/35 EASEMENT / j B
WIDTH PUE
15 11003/35
/ PUE 10672/86 60' PUBLIC ACCESS, -
8460/1 PRIVATE DRAINAGE & Li? ---_ 1 -- x i / /
/ LANDSCAPE EASEMENT / 46' 50
/ _
GREE91.07
11003/35 I / / - --"` L2 _
/ / / NTt i q, Q0
a
GREENTS PRAIRIE i2011D Vti �ST f N
/ 20' WATERLINE / / / / q,
EASEMENT g '� /
�� / PRIVATE ACCESS 70' PUBLIC ACCESS, 1 ' c �\_ \ . -
/
4021/260 \ \24.23'`.\ _ 150.57'
EASEMENT PRIVATE DRAINAGE &
/ LANDSCAPE EASEMENT h'\ \\' S35° 46' 50 `N
10' TELEPHONE / / c�, 11003/35 ` \ 30' PUE
NT /`f 50' PUBLIC ACCESS 1
EASEMENT LOT IA -R2 / `\
681/144 / / / INSET ' 20' -PUE \. & PRIVATE DRAINAGE
PRIVATE ACCESS BLOCK 2 50 PUBLIC
1 3.37 ACRES 20' PRIVATE DRAINAGE ACCESS 8030/5 I\�` EASEMENT
h
20' PUE / p<L �j; EASEMENT EASEMENT 11003/35 EASEMENT I `
8460/1 / / O`i' / 11003/35
Off, > , j
�7 PUBLIC ACCESS EASEMENT �,
�' 20' PRIVATE DRAINAGE / BRAZOS TEXAS LAND LLC l
O`� \ ti f ,/ 11743/101 EASEMENT 1.1743/101 LOT 2A -R1, BLOCK 2
/ •,\ � ,) `\ � � �, � � / � � �
/ J 1.41 ACRES
11003/35
ZONED GC & OV
LOT 'DR �/ cv /j
BLOCK 2 , 20' PUE I
EASEMENT CESS 1.60 ACRES 20' PRIVATE DRAINAGE 11898/30
\ w EASEMENT 11003/35 �� I
\11003/35 --f
�....\
`24546
A 0Ln
20' PUE ��' I �13�416_-`
11003/35Zo
15' PUE-__-
\\
11743/101
/ L
-� -�
I I 20' PUE
\ \ - -L18 11898/30
` \ 30 PUE
v ` ® �■ ,�.
� '� � � \ \ .', ``' . '`\, _• � � =_e »® INSET
PUE DETAIL 2 1
50' PUBLIC ACCESS
& PRIVATE DRAINAGE t
EASEMENT
11898 LOT 4R 1 +
BLOCK 2 1
N/F \ \� \, \ \ \ `
•� �,. �. \ � ' •�' .BLOCK 2 � • \., ''' �\�,, \`,� \ `,•\ 2:73 ACRES `s
BOYD TRUCKS & EQUIPMENT, LTD. \ \ `\ \�. \ ` \' `
S W ROBERSTON \` \ `, 2.0.1 ACRES 20' PUE N
TRACT 12.1 l .•` ''.•,,\ '.,\ '\ �_ \� \ .\ _� \ 8030/5
1.41 ACRES .` \\ ` \` '\ '�\ \\. 20' PUE t
10698/255 \ \ \
ZONED GC & ov `\ ` � � `� � � , �\ ,C/ � , '' 11003/35
20' PUE \ �\ \ ff\/ \�C\ ., Lo
o?.
11003/35 �� /� \ n 'a 15' PRIVATE
V\ ��
tom. a? DRAINAGE EASEMENT - -
01
.,.� \ ,; / '• \'' �\ 'ua >,E _ 215.....-- y. --- -""",
.� x � '•. �N, 00, 48 �._..- l..-
515.17'
rn
® 20' PUE /
CASTLE GT CO,
\ \ \
35 2''\, 1189'8/30 CROWN S W ROBERTSON LLC.
TRACT 22
1.73 ACRES
Ln 4167/290
50' PUBLIC �nn,cn rc w ov
C9 / ACCESS
EASEMENT
li 11003/35
sso
PRIVATE ACCESS
EASEMENT
PT
®a> ® ® � ®.
20' PUE N87° 29' 57"E
8460/1 290.03
PRIVATE ACCESS EASEMENT DETAIL
1"=50'
® >® ® - NAT a4' 50'E 91-W I
N4148' 29'E -8618'-
9'E - 8618' � 12.50'1 x18.56'
Incivi4i 4' 2v E i,' :^moi^
f \ \ 123.46'6N
r 10' TELEPHONE .�O`b�i' 7,5' PUE
EASEMENT / 11003/35
681/144 5� r -
VARIABLE D rn Cd
/ N
WIDTH PUE �6
�jLO(o
Cf 12.5' PUE01-4
=-
�� -
VEN'0rr4 O30' ACCESS30tPRIVATp I EASEMENT �`LO' /
CROSS ACCESS / 1� 3 11473/224 /
EASEMENT j /
11003/35 /
VARIABLE
LOOT )A -R / WIDTH PUE
/ BLOCK 1 10672/86
2.07 ACRES I
/ /'S VARIABLE
WIDTH PUE
TO BE ABANDONED
/® 20' PUE
PUE DETAIL 1
N/F
CITY OF COLLEGE STATION
S W ROBERTSON
TRACT 12.2
6.79 ACRES
1216/440
ZONED GC & OV
iiiiiiiiiiiiiiij
ULTR r�T1iT7.
1 L E1 >. L L
V, = 50'
L28 35.00' S2' 30' 03"E
LINE TABLE
64.16'
Curve Table
L59
Li 87.05' N48' 10' 19"W
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1'
124.39'
500.00'
014'15'16"
62.52'
124.07'
N41 -02.41"W
C2
27.95'
500.00'
00312'10"
13.98'
27.95'
N8523'1 1"E
C3
157.15'
300.00'
030'00'49"
80.42'
155.36'
1\171'58'51"E
C4
42.92'
405.00'
006'04'18"
21.48'
42.90'
S40'50'31'E
C5
17.30'
475.00'
0O2'05' 12"
.8.65'
17.30'
S4-55'1 6"E
C6
231.52'
425.00'
031'12746" (118.71
228.67'
N18'18'40"W
C7
241.75'
1 500.00'
1 027-42'09'1123.29'
L22 16.77' NO' 49' 37"E
239.40'
S69'56'01"W
C9
35.09'
450.00'
004'28'03"
17.55'
35.08'
N06'21'41 "W
L28 35.00' S2' 30' 03"E
LINE TABLE
64.16'
LINE # LENGTH DIRECTION MEASURED
L59
Li 87.05' N48' 10' 19"W
N23- 13' 57"W
L60
L2 33.04' S72' 16' 46"E
N6646' 03"E
L3 9.65' N76' 05' 20"E
L4 17.18' N86' 59' 16"E
L5 95.68' S37'48' 22"E
L6 56.93' S43' 52' 40"E
L7 25.00' N45' 07' 20"E
L8 65.63' S43' 52' 40"E
L9 73.43' S54' 13' 10"E
L10 21.91' S57 15' 54"
L11 45.76' S51' 03' 33"W
L12 28.35' N87' 02' 46'E
L13 71.65' N87' 02' 46"E
L14 58.64' S2' 57' 14"E
L15 106.52' S81' 08' 06"E
L16 94.30' N64' 15' 17"E
L17 170.90' N32' 30' 59"E
L18 149.66' N43' 41' 30"E
L19 178.80' S1' 57' 48"E
120 14.42' S43' 52' 40"E
L21 50.22' N87' 58' 39"E
L22 16.77' NO' 49' 37"E
123 49.01' N1' 57' 48"W
L24 14.23' S43' 52' 40"E
L25 23.31' N35' 46' 50"E
L26 16.00' S54' 13' 10"E
i_27 66:52' N87' 29' 57"E
L28 35.00' S2' 30' 03"E
L29
64.16'
S87' 29' 57"W
L59
63.68'
N23- 13' 57"W
L60
15.00'
N6646' 03"E
CERTIFICATE OF OWNERSHIP AND DEDICATION
NOTES:
1. BEARING SYSTEM SHOWN HEREON, IS BASED ON GRID NORTH AS ESTABLISHED FROM ..STATE OF TEXAS
GPS OBSERVATION. COUNTY OF BRAZOS
FLOODPLAIN. ACCORDING TO 1, Salim M. Ismail, Individually and as President of Salim Ismail, LLC, the General d
2: NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FL
INSURANCE RATE MAP FOR BRAZOS COUNTY AND Partner of Brazos Texas Land Development, LLC, owner and developer of the land
THE F.E.M.A. FLOOD INS vF F• Y 16 2012. shown on this plat, end designated herein as the Caprock Crossing Lot 3A -R, Block
INCORPORATED AREAS, MAP N0, 48041 C0325E, EFFECTIVE _ DAT_. MAY ,oe 1, Lots 1A -R2,: 3R,`4R, and Common Area 1R, Block 2,. to thCollege Station,
" RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS Texas, and whose name Is bsariooks,hg�eenwaysebnfrastru tuse s and
the
3. 1/2 IRON public forever all 9NOTED OTHERWISE. public plac e"reon shown for th-e"p`° e and Considecatio xpressed. All
4. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS sua ns shall be in fee simple unie xpressly proviwise.
5. THIS PROPERTY IS CURRENTLY ZONED GC & OV. ALL LOTS ARE PROPOSED TO BE
COMMERCIAL USES.
-al m M. Ismail,. Individually and Presid _
6. BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS
SHOWN ON THE PLAY RECORDED IN VOL. 11743. PG. 35 AND AS MONUMENTED ON
THE GROUND.
7. THE COMMON AREAS, PUBLIC WAYS AND PRIVATE DRAINAGE EASEMENTS WILL BE
MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. THE OWNERSHIP AND STATE OF TEXAS
MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENTS WILL COUNTY OF BRAZOS
BE BY, EACH LOT OWNER OR THE PROPERTY OWNER'S ASSOCIATION.
THE PUBLIC WAY. Before me, the undersigned authority, on this day personally appeared Salim Ismail,
8. BLOCK 2 WILL BE CONSIDERED 2. BUILDING PLOTS SEPARATED BY known to me to be the person whose name is subscribed to the foregoing
9. THIS DEVELOPMENT IS LOCATED. WITHIN THE ALUM .CREEK IMPACT FEE AREA. instrument, and acknowledged to me that he executed the same for the purpose and
consideration therein stated.
" RODS AT ALL EXTERIOR AND INTERIOR PROPERTY CORNERS AND ANGLE Given under my hand and seal on this 22
10. 1 /2 IRON day of _ 20-sem•
POINTS, AS REQUIRED BY THE SUBDIVISION REGULATION OF THE CITY OF COLLEGE
STATION. AN "X" IN CONCRETE FOR ALL PROPERTY CORNERS FALLING WITHIN
DRIVES AND PARKING AREAS. """ LANDRY M. ABBOTT
j z: Notary Public, State of Texas "NotairyBrazos County, Texas
11. THE FOLLOWING BLANKET EASEMENTS DO APPLY TO THIS PROPERTY SHOWN HERON: My Commission Expires
CITY OF BRYAN 213/509 -; as ���July 14, 2019
.HUMBLE PIPELINE CO. 48/614 "",
CITY OF COLLEGE STATION (TEMPORARY) 11020/28
WELLBORN WATER SUPPLY CORP. 683/118 CERTIFICATE OF THE SURVEYOR
GENERAL TELEPHONE CO. OF THE SOUTH WEST 555/347 �,.
CITY OF BRYAN 516/753 STATE OF TEXAS
CITY OF BRYAN 428/255 APPLIES TO 3.205 ACRE TRACT COUNTY OF BRAZOS
12. THE FOLLOWING EASEMENTS DO NOT APPLY TO THIS TRACT: I, Brad Kerr, Registered Professional Land Surveyor 'No: 4502, in the State of Texas,
CITY OF BRYAN 141/481 (AS RELEASED, 11052/126) hereby certify that this plof is true and carr: ct and was prepared from an actual
WELLBORN WATER SUPPLY CORP. 273/408 survey of the property and that the/prOl,' markers Ila monuments were placed
CITY OF COLLEGE STATION 9424/238 under m rvision on the ground
nF '
13. PUBLIC WAYS WILL BE CONSTRUCTED IN CONJUNCTION WITH THE DEVELOPMENT OF �` _ /
UNDEVELOPED TRACTS. /// R.P:L.S. No. 4502
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
u'ia f. i..� COUNTY OF BRAZOS
`' _ Yl , County Clerk, in and for said. county, do hereby certify
I, Aa�
that this plate to ther with it certificates of authentication was filed for record in
my office the day of20-15, in the Deed Records of
Brazos County, Texas, in Volume V26Mt Page
WITNESS my hand and official Seal, at my office in Bryan, Texas.
County Clerk ti
Brazos County, exas
CERTFICATE OF LANNlNG AND ZONING COMISSIO"J
I,�.--Chairman of the Planning and Zoning Commission of
the Ity of College Station, Texas, herehy certify that the a tachedI� of wsas duly
app ved by the Commission on the day ofd's'
20= t
Chair an
LEGEND
EER
PROPERTY BOUNDARY
- LOT LINE
- PROPOSED PUBLIC UTILITY EASEMENT (P.U.E)
\ \''COMMON AREA
. - • -' PROPOSED PRIVATE DRAINAGE EASEMENT
PROPOSED PUBLIC ACCESS EASEMENT (P.A.E.)
_
-EXISTING PUBLIC UTILITY EASEMENT (P.U.E)
_. - - - - - - - - - - EXISTING PUBLIC DRAINAGE EASEMENT (P.D.E)
- . - . - - EXISTING PRIVATE DRAINAGE EASEMENT
EXISTING PUBLIC ACCESS EASEMENT (P.A.E.)
O PROPERTY CORNER
VICINITY MAP
CERTIFICATE OF CITY ENGIN
P-- U>S , City Engineer of the City of College Station, Texas,
hereby certify that this Subdivision conforms to the requirements of the Subdivision
Regulations of the City of College Station, Texas.
City Engineer/
F AT
P"'
''t i
OF
-POCK CROQQ%1NC-r
LOT 3A -R, BLOCK 1 ANIS LOTS IA -R2, 3R, 4R;
AND COMINION AREA IR, BLOCK 2
A TOTAL OF 11.79 ACRES
BEING A REPLAT OF
CAPROCK CROSSING
LOT 3A, BLOCK 1 AND LOT IA -R1 & COMMON AREA 1, BLOCK 2
VOL. 11898 PG: 31
UNPLATTED 0.48 ACRE TRACT
VnT11 A77 nr_ 94
VL. lY G 1 V. 7
A, BABILLE SURVEY, A-75
S.W. ROBERSTON LEAGUE, A-202
COLLGE STATION, TEXAS
SCALE V= 60'
SEPTEMBER 2015
OV,NER/DEVELOPER: SURVEYOR: ENGINEER:
Brazos Texas Land Brad Kerr, RPLS No. 4502 SchLui Z Engineering, LLC
Development, LLC. Kerr Surveying, LLC
P.O. Box 2864 409 N. Texas Ave. TBPE NO. 12327
Bryan, TX 77805 Bryan, TX 77803 2730 LONGMIRE, SUITE A
(979) 268-3195 College Station, Texas 77845
(979)764-3900
1