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The Gateway Phase 2
12.27 Acres
Richard Carter Survey, A -8
College Station, Brazos County, Texas
Field notes of a 12.27 acre tract or parcel of land, lying and being situated in the Richard Carter Survey,
Abstract No. 8, College Station, Brazos County, Texas, and being part of the called 19.81 acre tract described in
the deed from Stanley Q. Rosenberg to DWS Development, Inc., recorded in Volume 4855, Page 125, of the
Official Records of Brazos County, Texas, said 12.27 acre tract being more particularly described as follows:
_ COMMENCING at the 3/8 "- iron rod four,d marking the west corner of the beforementioned 19.81 acre tract,
some being in the southeast line of the City of Bryan – called 50 acre tract, Volume 13::', Page 607, of the
Deed Records of Brazos County, Texas, and same being the north corner of Lot 5, Block "N" of University Park
– Section 2, according to the plat recorded in Volume 502, Page 105, of the Deed Records of Brazos County,
Texas;
THENCE N 41' 40' 04" E along the common line between the beforementioned 19.81 acre tract and the
beforementioned 50 acre tract, adjacent to a fence, for a distance of 600.37 feet to the PLACE OF BEGINNING
of this description in the center of a tributary of Burton Creek;
THENCE N 41' 40' 04" E continuing along the common line between the beforementioned 19.81 acre tract
and the beforementioned 50 acre tract, adjacent to a fence, at a distance of 100.00 feet, pass a 1/2" iron rod
set for reference, continue on for a total distance of 899.77 feet to the north corner of the 19.81 acre tract,
some being the northerly west corner of Lot 1, Block 1 (26.53 acres) of The Gateway – Phase 1, according to
the plat recorded in Volume 3663, Page 313, of the Official Records of Brazos County, Texas, from which a «"
iron rod found bears S 09' 11' 01" E – 0.23 feet;
THENCE S 33' 31' 15" E along the northeast line of the beforementioned 19.81 acre tract, same being a
southwest line of the beforementioned Lot 1, Block 1, The Gateway, Phase 1, for a distance of 683.94 feet to a
1/2 iron rod found (with cap) marking the east corner of the 19.81 acre tract, same being an interior ell
corner of sold Lot 1;
THENCE along the southeast line of the beforementioned 19.81 acre tract, some being the westerly northwest line
of said Lot 1, Block 1, as follows:
S 49' 08' 37" W for a distance of 707.18 feet to a 1/2" iron rod found for angle point corner,
S 41' 48'. 51 " W at a distance of 175.00 feet, to a 1/2" iron rod found marking the southerly west
corner of Lot 1;
THENCE S 41' 53' 52" W 105.93 feet to the center of a tributary to Burton Creek;
THENCE along the center meanders of said tributary of Burton Creek, and across the beforementioned
19.81 acre tract, as follows:
N 32' 46' 32" W for a distance of 32.79 feet,
N 08' 34' 21 " E for a distance of 34.62 feet,
N 18' 27' 15" W for a distance of 56.29 feet,
N 42' 05' 48" E for a distance of 77.80 feet,
N 42' 11' 24" W for a distance of 100.60 feet,
N 24' 33' 42" W for a distance of 16.83 feet,
N 57' 35' 39" E for a distance of 107.68 feet,
N 72' 50' 44" W for a distance of 29.07 feet,
S 77' 59' 08" W for a distance of 28.72 feet,
N 16' 31' 01" W for a distance of 48.38 fiaet,
N 31' 10' 00" E for a distance of 38.23 feet,
.N 81' 50' 33" W for a distance of 104.30 feet,
N 00' 01' 04" W for a distance of 29.67 feet,
N 34' 58' 25" W for a distance of 98.45 feet,
N 62' 34' 27" W for a distance of 92.56 feet to the PLACE OF BEGINNING, containing 12.27 acres of
land, more or less.
THIS
U/rNATEWAY - Z HASE T (t)
i
CERTIFICATE OF SURVEYOR
E pf
.........................
S.M. KUNG
•0 2003
!lcss
SUR�
I. S. M. Kling, Registered Professional Land Surveyor No. 2003, in the State of
Texas, hereby certify that this plat is true and correct and accurately represents
the lines and dimensions of the property, was prepared from an actual survey of
the property made under my supervision on the ground, and that it indicates all
easements as they are visible on the ground, and the there are no
encroachments, conflicts or protrusions, except as shown hereon.
OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS
STATE OF TEXAS
COUNTY OF BRAZOS
We, Brazos Gateway Development, Ltd., Owners and developers of the land shown on this plat, as conveyed in
Volume 5597, Page 168, of the Official Records of Brazos County, Texas, and designated herein as GATEWAY
SUBDIVISION PHASE TWO, to the City of College Station, Texas, and whose name is subscribed hereto, hereby
dedicate to the use of the public forever all streets, alleys, parks, easements and public places thereon
shown for the purpose and consideration therein expressed.
David Scarmardo, Manager
;STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared DAVID SCARMARDO, known to me to be
the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed
the some for the purposes and considerations therein stated.
Given under my hand and seal this 2 14 day of DeC i be e 2003.
J,
KEVIN J. PPUNTNAR ----- - - - - -- -- ----- - - -_ —�
MY COMMISSION 1900M Notary Public in and f the State of Texas
FEBRUARY 13,
STATE OF TEXAS
COUNTY OF BRAZOS
I, Karen McQueen, County Clerk, in and for said county, do hereby certif,�y� that this pla together with its
certificates of authentication was filed for record in my offic t he — T _ day of -- �'!9(: 2003, in
the Official Records of Brazos County, Texas, in Volume _ Page _ !70_
Karen McQueen, County Clerk
Brazos County, Texas+�y
Do 842043 OR 5809 ?0
o�
TM GA JL 111.x/ OY AY
PHASE TWO
1 12.27 ACRE =CT
RICHARD CARTER SURVEY, A -8
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OWNED AND DEVELOPED BY:
BRAZOS GATEWAY DEVELPMENT, LTD.
1289 N. HARVEY MITCHELL PKWY
BRYAN, BRAZOS COUNTY, TEXAS 77803
(979) 779 -7209
SCALE: 1 '=50' JUNE, 2003
SHEET 1 OF 2
PREPARED BY:
KUNG ENGINEERING do SURVEYING
4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846 -6212
APPROVAL OF THE CITY ENGINEER
City Engineer of the City of College Station, Texas, hereby certify that
this Subdivision Plat conforms to the requirements of the Subdivision Regul ons of the City of College
Station, Texas. i
C' y En m e , Ci legs Station, Texas
APPROVAL OF THE PLANNING AND ZONING COMMISSION
1, l sc_, S ��-� C Chairman of the Planning and Zoning Commission of the
City of Coll -ge Station, T xas hereby certify that the attached plat was duly approved by the Commission on
the _ day of , 2003.
17 . 7 —
Chairman of the Planning oning Commission
City of College Station, Tex
CERTIFICATE OF THE COUNTY CLERK
0
cov OF I
1 0
3/w LWN
gw FOUND CITY LIWT LINE
N 4 1'40'04 600 J
OF COOUZ09 S
PROPOSED
LOT 1, BLOCK 1
PHASE FOUR
7.59 ACRES
CURRENT ZGNIW#*. R
REMAINDER OF
DWS QMLOPEMENT, INC.
19.81 ilICRES
VOL. 4a55. PG. 125
UWLATTED
COLUL4131A GAS
DEVELOPMENT CORP.
3Q' WIDE ACCE55
EASEM9NT
VOL. 2067, PG. 244
I
-----------
-100 YEAR
FLOODPLAIN
V)
U
0
TI
Lr)
I ;,. j.
1 06.64
ih
75. 00 /Z . IP
WIS"".;
W
CY) M ROD FOUND
CM31
cu
CY)
Ift;em 51
cu Ny4i'
WIN
cu ...... . ....
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d e
cu
Lj
CURRENT ZONING: C-B
:z 4 (A C4
Q- , ", (A
11 #T.11.1. Ii.4 C:j LLI
0 0
ar () Lj CL I
0 ------
4, - 1 Lj C71
PROPOSED
LINE BEARING LENGTH
T 1, BLOCK 1
UELI N4(r52'08"W 76.59
E 69.80
THREE UEL2 NDV07
49.52
P UEL3 N41*15'13"W
CS W. A= j 3.50
Lz 4aO' UEL4 NW44'42"E
CU$ftgNT Zoww; C-5 UEL5 N411 5'1 a'w 10.00
3.50
SW44'42W
UEL6 40.42
UEL7 N41'1 5'1 BW
0) J"IL 8OU IM I UEL5 NW4-V42-E 3.50
UEL9 N41*15'15'W 10.00
48++. PG. 27 I t UE00 S44Y"421W 3.50
01 UELI I N411 5'1 B*W 40.42
1 J I UELI 2 N44r4-V42*E 3.50
3 UEL13 N41*15'IBV 10.00
UELI 4 SW44'42*W 3.50
T_ UELI 5 N41'1 5'1 5"W 10.50
< UEL16 S4V44'42W 36.00
10.00
UELI 7 N41*15'IB'W
C. M UEL1 8 N4W44'42
M Pj UEL19 N41'15*IB"W 36.96
mu
U UEL20 N4V4,V42*E 3.50
10.00
UEL21 N41'15'18'W
rn
W UEL22 S4844'42'W 3.50
40.42
UEL23 N41*15'18"W 3.50
L UEL24 N4644'42"E
UEL25 N41'15'18"W 10.00
S4,F+4'42*W 3.50
UEL27 N41*15'18"W 40.42
5A 3.50
UEL26 N48
L 0� UEL29 N41*15'18'W ID.DO
1 3.50
L/ UEL30 S48'44'42
UEL31 N41*15'18*W 9.85
M
331.50
UEL32 N44Y44!42"E
4.96
04 UEL33 N41*15
71.05
UEL34 N48'+4'42
IA S4vI5'I8*E 4.50
UEL35
N4V44'42*E 10.00
U UEL36
118'w 4.50
UEL37 N41*15
UEL38 N48-4-V42*E 40.42
L UELZ9 S41'15*18*E 4.50
Q. UEL40 Nw44'42"E 10.00
'0 4.50
C UEL41 N41*15'18
CS
CITY OF BRYAN CALLED 50 ACRES OF SRiAN
.
VOL. 133. PG. 607
OF 8Wik4
C" LM11 UNE
........... .
C )
x
'7 . .....
..... . . . . I .
f
17TY OF COLIEGE STIA110
R$
A
ON
T
-'Nq%:�
T
SCALE: 1"-50'
7
A
wo'+ Y
........ .
2,
.. . ...... .
F�
a
NOTES:
ENTED SOUTHWEST LINE OF THE CALI ED 25.566 ACRE
1. BASIS OF BEARINGS IS THE MONUM 196. OF
5.ol ROSENBERG RECORDED IN VOL. 3360, PG
TRACT DESCRIBED IN DEED TO STANLEY D
D BEARING: N 48*10'42"W
THE OFFICIAL RECORDS OF BRAZOS COUNTY. TEXAS. RECOR
VARIABLE WIDTH TY
ULTY ACCORDING TO
F-AStMtN'r 10.0 TRACT LIES WITHIN THE 100 YEAR FLOODPLAIN
2. A PORTION OF THE SUBJECT
MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED
96
THE F.E.M.A. FLOOD INSURANCE RATE
MAP NO 48041CO142C. EFFECTIVE DATE:
NO. 0142C.
77V�i:' Ila,
AREAS. COMMUNITY NO. 480083, PANEL
: F.E.MA LETTER OF MAP
!j N SHOWN HEREON IS BASED ON
1992. THE FLOODPLAI
JULY 2 SUBMITTED
CREEK PREPARED BY LONGARO & CLARKE.
PRIV REVISI& FOR A TRIBUTARY OF BURTON
2 -06-1355P AND FEMA
D 1w 20' CONDITIONAL LETTER OF MAP
MAY 2001
FEMA CASE NUMBER 01
PRIVATE DR AINAGE
REVISION BASED ON FILL FOR BURTON CREEK PREPARED BY MORRISON HYDROLOGY
. ... ......... .. -665R. BOTH ON FILE
EASEMENT FEMA CASE NUMBER 00-06
APPROVED AUGUST 2000,
VOL. 077.9, PG 20,2
ENGINEERING, INC.
NJ AT THE CITY OF COLLEGE STATION ENGINEER'S OFFICE.
_14-2257
VARIABLE WIDTH UTILITY
A MINIMUM OF V ABOVE
RES IS TO BE
WEMENT .... ... . . 3. MINIMUM FINISHED FLOOR ELEVATIONS FOR STRUCTU UTARY TO BURTON
4)
K.
FEMA loo YEAR FLOODPLAIN WATER SURFACE ELEVATIONS FOR THE TRIB
iAEZ305
CREEK AND A MIMIMUM OF 2' ABOVE FEMA 100 YEAR FLOODPLAIN WATER SURFACE ELEVATIONS
Z FOR BURTON CREEK.
1
"oo"4
020 PROJECT 4. A PRELIMINARY JURISDICTIONAL DETERMINATION OF WATERS OF THE U.S. AND ADJACENT
BMITTED To THE U.S. ARMY CORPS OF ENGINEERS (USACE)
DETENTION WETLANDS WAS PREPARED AND SU TOTAL IMPACTS TO JURISDICTIONAL
PLUMMER ASSOCIATES. INC.
10 11 0 POND OCTOBER 2002 BY ALAN ENT ARE LESS THAN THRESHOLD LIMITS
CIV WATERS AS A RESULT OF THE PROPOSED DEVELOPM
-CONSTRUCTION NOTIFICATION TO THE USACE. THE PROPOSED DEVELOPMENT IS
O Malmo- REQUIRING PRE
HE 50' WATERS
CURRENTLY AUTHORIZED UNDER NATIONWIDE PERMIT
2C).51 39. THE PURPOSE OF T
5.0 - n ACTIVITIES WITHIN THIS AREA THEREBY
.0 .
OF THE U.S. BUFFER IS TO LIMIT CONSTRUC ON N THE BUFFER
AVOIDING IMPACT TO JURISDICTIONAL AREAS. CONSTRUCTION ACTIVITIES WITHI
Q wIUTH REA ARE TO BE LIMITED TO THOSE EXPRESSLY ALLOWED BY KLING ENGINEERING &
UFILITY z A
F-ASEMENT SURVEYING.
90j
Z e
at
^lr
Al 5 &, , 8 , 03
ME7M
. ..... v Lor i, &ocK i
sb PHASE TWO
. __Y, - .
12.27 ACRES 1 20' PRIVATE STATE OF MAS INKIlt OF
DRAINAGE LINE BEARING DIS;
I herehy certify that this instrueflt va!
: G: R-5 f EASEM T Bk Vol Pg hereon by v
CURRENT ZONIN EN
1 P4. VOL. 5779. PG. 202 Doc 71 L1 A0246'32V J2.79' filed on the date and We stai
5809
J4.62' and as duly recorded in the vo uie and pW
00842043 OR 21 T ru
L2 NO8*J4'
VAR IABLE WIDTH UTILITY 56.29' of the nued records of:
LJ N18*27
let QPQLMENT
ia 157
11� C4 Q
1 Aa2l7
4_Q209
5_0
b 56-28,
Ow
C �
Vq 20'
VARIABLE WID 'H UTILITY
PRIVATE PRAINAGE
EASEME EkSEMENT
M�a io NT VOL .5779. PG. 202
20' N
-------------- WIDE SLOPE EASEMENT
VOL 4974. PG. 289
----------------
-------------- MEW
------------------------
---------------
-�50. 00 -------------
S4,9
W-70 � ; - 7 �18'
11r IRON
LOT 1 ROD FOUND
W/CAP L
26.53 ACRES
---------------
---------------------- -------------
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
UEL42
144644'42"E
40.42
UEL82
UELL83
S4,W44'42W
N41*15*18'W
10.00
36.00
UEL43
S41*15'18"E
4.50
10-00
UEL54
s41r44'42"W
36.96
UEL44
N4&44'42*E
4.50
UEL85
N41*15'113"W
3.50
UEL45
N41*15118*w
10.50
UEL56
549r44'42W
10.00
UEL46
UEL47
N48*44'42*E
N4 I'l 5'1 8"W
36.00
UEL87
S41*15'18*E
3.50
40.42
UEL45
NW44'42'E
IO.DD
UEL88
UELB9
S4V44' 42*W
N41*15'18"W
3.50
UEL49
S41*15'IS"E
36.00
35-N
UEL90
54W44'42"W
10.00
UEL50
N4844'42"E
S41'15'18"E
4.50
UEL91
S41,15,18*E
3.50
UEL51
UEL52
NW44-42-E
MOD
UEL92
S4W44'42*w
40.42
3.50
UEL53
N4VI5'i8'W
4.50
UEL93
UEL94
N41*15'18,w
S48*44'42"W
10.00
UEL54
N4944*42^E
40.42
4.50
UEL95
S41*15'10'E
3.50
UEL55
S41,15'18"E
10.00
UEL95
S43*44'42*W
57.46
UEL55
N4W44'42"E
N41*15'18*W
4.50
UEL97
N41 8
3.50
UEL57
UEL55
N48-44-42-E
40.42
UEL98
S44r44'42W
10.00
3.50
UEL59
S4 VI 5 1 WE
4.50
UEL99
UELIGO
S41 I WE
54W44'42*W
40.42
UEL60
N44r44-42-E
10.00
4.50
UEL10i
N41'15'18'W
3.50
UEL61
N41*15*18*W
8.56
UEL102
S4 ir44'42*W
10.00
UEL62
UEL63
N4844'42*E
N3T3l'l5*W
203.11
UEL103
S41'15'18"E
1w
3.50
40.42
UEL64
N41*40'04'E'
20.69
UEL104
UEL105
SW44'42
N41'15'18"W
3.50
UEL65
S3_T31'00*E
5B3.95
1 5.D7
UEL106
S4644'42W
10.00
UEL66
S49*08'54*W'
71.46
uEL107
S4 I'l Vi WE
3.50
UEL67
UEL68
N3T31'i5W,
S4ff44'42W
40.78
UEL1 08
SW44'42"W
1 0.50
36.00
UEL69
N41'15'18*01'
3.50
UEL109
UFLIIO
S41*15'18"E
S48'44'42"W
10.00
UEL70
S4,W44'42"W
10 .00
3.50
UELI 11
N41'15'18'W
36.00
UEL71
UEL72
S41*15'18"E
S4E;44'42"W
40.42
UEL1 12
S40-44'42*W
36.96
3.50
UEL73
N41'15'18'W
3.50
UEL1 13
UELI 14
N4 VI VI 8*W
S4 w44'42"W
10.00
UEL74
S4fr+4'42*W
10.00
3.50
UELI 1 5
S41*15'18
3.50
UEL75
S41*15'18'E
40.42
UELI 1 6
S41r44'42*W
40.42
UEL76
UEL77
S4V44'42*W
N41*15'18'W
3.50
UELI 17
N41'15'18'W
3.50
10.00
UEL7B
S4W44'42W
10.00
UELI 18
UELI 19
S48*44'42*W
S41'15'15*E
3.50
UEL79
S4 1'1 5'1 8'E
.
3.50
10.50
UELI 20
Wr44'42"W
40.42
UELSO
Wr44'42" W
36.00
UELI 21
N41.1511a*w
3.50
UELB1
W*15'iWE
UEL229
SW44�4201
34.12
92.00
U ELI 48
VAR1 WDTH PUBUC UTIUTY FASEWENT LJN-
TABLE
LENGTH
LINE
BEARING
LENGTH
UEL244
N41*15
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
UEL1 63
S4V4-4'42W
10.00
UEL203
S4644'42,w
10.00
3.50
UEL122
S4V44'42W
10.00
3.50
UELI 64
N4I*i5'18'W
3.50
UEL204
N41*15'113'W
S48*44'42"W
40.42
UEL123
UELI 24
S41*15'18*E
SW44*42W
13.81
UEL1 65
S4644'42W
57.96
3.50
UEL205
UEL206
S41-15'18*E
3.50
UELI 25
S40`52'08"E
66.21
UELI 66
UEL167
S41'15*18*E
S4.64-4'42W
10.00
UEL207
S48!44'42"W
10.00
3.50
UEL126
S4WO8'37"W
20-00
15.34
UEL168
N41*15'18'W
3.50
UEL205
UEL209
N41*15118,w
S48-44'42*W
57.46
UEL127
UEL128
N41*15118*w
NOW07'52*E
12.34
UEL1 69
S4844'42W
34.21
92.00
uEL210
S41*15*18'E
3.50
UEL129
N41r44'42*E
581.04
UEL170
UEL171
N41*15'10'W
N4U44*42"E
10.50
UEL2-II
S48144-42V
10.DO
3.50
UEL130
S41* 15'1 WE
24.00
590.62
UEL172
N41*15*18'W
3.50
UEL212
UEL213
N41*1 5 a'w
S48444!2
40.42
UEL131
UEL132
S44r44.'42
N4111511B*W
24.00
UEL173
N4844'42"E
1 O.DO
3.50
UEL214
S4115'18'E
3.50
UEL133
Nw44�42"E
9.92
UEL174
UEL1 75
S4.1*15'18
N48*44'42*E
40.42
UEL215
.
S48*44 -
10.00
3.50
UEL134
N41*15'18*W
116.50
30.79
UEL175
N41*15'18"W
3.50
UEL216
N41'15'18,w,
40.42
UEL135
UEL136
N4Er44'42"E
S3X31*15"E
141.79
UEL177
N48*44'42"E
10.00
3.50
UEL217
UEL21 8
S4V44'42'W
S41'15'18*E
3.50
UEL137
S41r44'42W
21.63
UEL17B
S4 ri 5'1 8*E
40.42
UEL219
S48*44�42"W
1
1 O.OD
UEL138
N41*15'lBlw
92.00
UEL179
UEL1 80
N4944'42'E
N41'I 5'1 8"W
3.50
UEL220
.
N41t!5 18'W
3.50
36.96
UEL139
NW44�42"E
41.50
92.00
UEL101
N4B44'42"E
10.00
UEL221
S48!.44'42W
N41*15'18'W
24-00
UEL140
UEL141
S41*15'18"E
sw44'42"W
0.50
UELI 82
S41*15'18*E
3.50
57.46
UEL222
UEL223
N4fr44'1(,2*E
573.25
UEL142
N41'1 5'1 B"W
92.00
UEL153
UEL184
N44Y44'42'E
N41*15'18"W
3.50
UEL224
S41'15"18'E
24-00
573.25
UEL143
N4lr44'42'E
36.46
3.50
UEL185
N4V44*42E
10.00
UEL225
SW44'42*01
24.00
UEL1 44
N41*15110*w
10.00
UEL156
S41'15'18"E
3.50
UEL226
UEL227
N41-WIBW
N4644'42'E
37.37
UEL145
UEL146
N4lr44'42"E
S41*15'IB*E
3.50
UEL187
N4V44'42'E
5'1 B"W
40.42
3.50
UEL225
S33*31'15"t
24.22
UEL147
NW44'42-E
80.92
UEL185
UEL159
N41*1
N4V44'42*E
1 O.DO
UEL229
SW44�4201
34.12
92.00
U ELI 48
N41'15'18"'N
3.50
10.00
UEL1 90
S41'15'18*E
3.50
UEL230
N41*15'18*W
2"E.
41,50
UEL149
UEL150
NW4442"E
S41*15'18
3.50
UEL191
N4644'42"E
40.42
3.50
UEL231
uEL232
N4844
S41*1.5'18"E
92.00
UEL151
N4lr44'42"E
41.67
UEL192
UEL193
N41*15
N48!44'42*E
10.00
UEL233
SW44'42"W
41.5 0
92.00
UELI 52
N41*15'10
3.50
UEL194
S41'15'18*E
3.50
UEL234
N41*15'18'W
36.46
UEL153
N4lr44!42*E
10.00
3.50
UEL195
N4lr4.V42'E
34.96
UEL235
N4644 �^^"E
3.50
UEL154
S41*1 5'1 B*E
I 42"E
10.50
UEL196
S41*15'18*E
92.00
UEL236
UEL237
N41*15'ia'w
N41r44'142*E
10.00
UEL155
UEL1 56
N41r44
S41*15*18"E
92.00
UEL197
S4V44'42*W
8.50
3.50
UEL238
S41*15'18*E
3.50
UELI 57
S4844'42*w
35.71
UEL19B
UEL199
S4-1*15*18*E
S4V44'42W
10.00
UEL239
N44Y44'42*E
BO.92
3.50
UEL1 58
S41*15'18
3.50
10.00
UEL200
N41*15'IB'W
3.50
UEL240
N4 I'l 5'1 B*W
10.00
UEL159
UELI 60
S4644'42"W
N4 I'l 5' 1 B*W
3.50
UEL201
S41r4-4'42W
40.42
3.50
UEL241
UEL242
N48-44'42*E
S41*15'18"E
3.50
UELI 61
S4644!42*W
41.67
UEL202
S41'15'18*E
UEL243
N4.F+4'42*E
41.67
UELI 62
S41*15'IB*E
3.50
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
UEL244
N41*15
3.50
UEL284
UEL285
N41*15'18'W
N4fr44'42E
3.50
10.00
UEL245
N48-44-42-E
10.00
3.50
UEL286
S41*15'18 E
3.50
UEL246
S41*15'18*E
10.50
UEL287
N4Er44'42E
36.96
UEL247
N4tr4442*E
92.00
UEL258
S41'I 5'1 8"E
92.00
UEL248
S41 * 15'1 8'E
35.71
UEL2B9
S48*44'42W
10.50
UEL249
UEL250
�44'42W
S41*15'18*E
3.50
UEL290
S41*15'18"E
3.50
10.00
UEL251
S4a*44'42W
10.00
UEL29i
UEL292
S48r44'42W
N41'15'18'w
3.50
UEL252
N41'15'18'W
3.50
41.67
UEL293
S4lr44,'42*W
40.42
UEL253
S4844'42W
3.50
UEL294
541*15'15*E
3.50
UEL254
S41 * 15'1 8'E
10.00
UEL295
S41r44'42W
10.00
UEL255
S48*44'42W
3.50
UEL296
N41*15
3.50
UEL256
N4-1*15'18'W
57.96
uEL297
SMr44'42"W
40.42
UEL257
S4a*44'42W
3.50
UEL295
S41'15'18*E
3.50
UEL255
S41*15'18*E
IO.DO
UEL299
SW44'42"W
10.00
UEL259
S4V44'42W
3.50
UEL300
N41'15'18'W
3.50
UEL260
N41*15118,w
34.21
UEL301
S4644'42W
57.46
UEL261
S4V44*42W
92.00
UEL302
S41'1 VI WE
3.50
UEL262
N41'15*18"w
10.50
UEL.303
S40*44!42W
10.00
UEL263
N4W44'42*E
3.50
UEL304
N41'15'18*W
3.50
UEL264
N41*15'18'W
10.00
UEL305
S48*44'42W
40.42
UEL265
UEL266
N4,W44'42*E
S41'15'18*E
3.50
UEL306
S41*15'18'E
3.50
10.00
UEL267
N48'4-4'42"E
40.42
UEL307
UEL308
S4fr44'42W
N41'15'18'W
3.50
UEL26B
N41*15'18'W
3.50
10.00
UEL309
S4Er44'42W
40.42
UEL269
N44r44'42'E
3.50
UEL310
S41*15'18"E
3.50
UEL270
S41'15'18*E
40.42
UEL311
S4Er"42W
10.00
UEL271
UEL272
N48*4-V42'E
N41*15'18*W
3.50
UEL312
N4 VI 5'1 8W
S41Y 4V42"W
3.50
36.96
uEL273
N4fr4-4'42'E
10.00
3.50
UEL313
UEL314
N41'15118,w
92.00
UEL274
S41 8'E
57.46
uEL315
N48-44'42"E
5.46
UEL275
UEL276
N44r44'42"E
N41'15'ia'w
3.50
UEL316
N41 8*W
22.09
37.35
UEL277
N46+442"E
10.00
UEL317
UEL318
NO:Y44'42*E
N4lr44'42
22.91
UEL27B
S4 I'l 5'1 WE
3.50
40.42
UEL31 9
S3T31'15"E
141.79
UEL279
N44r44'42"E
3.50
UEL320
S4[r4-4'42*W
38.70
UEL280
N41*15'18*W
IO.DO
UEL321
N41'15'18"W
24.00
UEL281
N48'44'42"E
.
3.50
UEL322
N41r44'42
609.21
UEL282
S41*15 1 8*E
40.42
UEL323
S0T44'42W
33.94
UEL283
N44r44'42*E
UEL324
S4V44'42*W
5a5.21
45'
PRAA7F 1r
E45awff ME=
LINE
8WING DISTAAACE
L 16
N4 1 20
L17
N4 I W'51 T 66.J
L 18
S79*40'49W 84.18'
L 19
518*27'15 4aj6'
L20
5O8*J42 1 V 5.JJ'
L21
N79*40'49 66.79'
L22
548*10'42 6.79'
1
CLOW M&E
CURVE LENGTH
RADIUS Da TA CHORD BEA&W
C1 Ij.62'
J17.00' 2*27'43' N 20'26'54V�J`J-
C2 15.86'
16-50' 55*0524' S J7*J2'05'W- 15-2
C3 45.74'
179.50' 14*j6'02" S 7222
.rHE CaflMNE 8C4AYW FOR ALL 10 *7D gy 24 LDW7H P.Lkr IS Af 41'15*18V-24-00'
-REFER04C B&MAVS & DISrANCES rALCUL47EV FROI 1 1/2' MN " FWND WH C YHE SOUTHbUT
,W 1, Lor I
CofiygR or 7HE GAamy PHA-W 2, SUC & - # , G A N AWVWw Ea coRAgn OF ME r.4TEWA
OE, EWAY
T I 'Ej G K I
PHASE TWO
r12.27 ACRE TRACT
RICHARD CARTER SURVEY, A-8
COLLEGE STATION. BRAZOS COUNTY, TEXAS
OWNED AND DEVELOPED BY:
BRAZOS GATEWAY DEVELPMENT, LTD.
1289 N. HARVEY MITCHELL PKWY
BRYAN, BRAZOS COUNTY, TEXAS 77803
(979) 779-7209
SCALE: 1 "=50' JUNE, 2003
SHEET 2 OF 2
PREPARED BY:
KLING ENGINEERING & SURVEYING
4101 TEXAS AV. + P.O. BOX 4234 + BRYANJEXAS + PH.979/846-6212
P.O.$.
PHASE TWO
L4
N42705'481E
77.80'
RES On I y
L5
N42* 1 1:24 *W
100.60'
as staipd hereon by te.
L6
N247JJ"42W
16.8j,
Jan 07,2004
L7
N57J5'JY I E
107.68'
Ld
N72*50'44W
29. 0
L9
S7759'08V
28.72'
LIO
N16'31'01 1W
48. J8 ,
01
NJ I * I 01001C
38.2J'
L 12
N81'50'JJ'W
104.JO'
OMW KM GO, MR UA
LIJ
NOO*O1'04'W
29.67'
Duos MIM -
L14 N34*58�251W 98.45'
L 15 N62*34:27V 92.56'
a
z
1 6
iq
1/2 IRON ROD SET 0
UNLESS OTHERWISE SPECIFIED
APPROX. LOCATION OF
100 YEAR FLOODPLAJN
VARIABLE WIDTH PUBLIC
UTILITY EASEMENT
WATERS OF THE U.S. BUFFER[�.�
Filed for Record in:
ON= Cawff
on: Jan 07,8004 at 03:05P
As a
Plats
DMIent 8104M
Arount 58.00
Receipt Number - L
By,
Fla Workman