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State Highway gTexas CentrOid
Block One 43 / / ► / �1 ✓ '-
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Pebble Creek
\ Lot 1 ^� (Zoned ( Lot 2 I w , -� _ IT / Phase 5A /
\ / J I eek Phase 5. 8 1 4! Vol. 2193, Pg. 303 0
u / / \ � � \ � / Pebble Cr i / / I I
a I - - I / / I I n- \ \ Vol 2541, Pg. 241 I ' - (Zoned A -P) N
o (Zoned R-1)
N /
00
5 2 1 11 / / ` I -"�
10P.i.E.- f / l v _, ] / i \ / 10 F' U'E i - - ___---- - --` - - - - ssz= -� - as
II
L way Drive- -_ a Iake
_ _ _ _•
1 (` ✓Rc �-N 47
0 8 W_ __ .55 -1 aw
End/Ex/ Proposed 6 Sidewalk 80 R.O.W. Vol.Vo77, „Pg. 135 \ (21 Qrr ( z
6 Sidewalk / 4 Sidewalk 254.7, y„ - "
iEx. Water Line End Ex. ( �
N 46'55_5..8" W - 1133.73' - - - - 1 l '48"
I� - - -- - - -� -- / 54 - - i
18,3.00 - 925.73, _ J - Ex. Concrete II 1
0 P.U. -� - - / - _ - - ,� �y\ ` Drainage Structure \ /
° I /
/= I II \ ! ( I \/ \ \ /I Prop. 15 P.U.
Ex. ConcreteE
/l In/ %/ VA
P
Prop. 53,Pr.A.E. Drainage Structure g4 a- v 1I l
\Lot 2bEx. Manholea_
N 3 O Lot Cn
Ex. Concrete
/ v tri ° I( 0.9864 Acres O \ / I / \ V -< / / \ \ Drainage Structure - - -
W (Zoned C-1) \ I -29a-
to
1. l I phas
(. Phase Une h
Pa s \ I \ \ \ f
o j '
\ \ \ o\ , I / Ex. Vegetation (tYP) 290
>
} ( p� ►•� M I \ o� 20 P.U. 1\1
\ f I
3 I I ( �� \ (V.2281, P.37) // 292 _ NI i
( w \ ° \
U I V
11,
Prop. 70.6 Pr.A.E ( � - sos , \ I `' � � l �( � - / � -. I � Q •
r
\ VS3\ L . 1CL
\ \ Fire Hydras \ \ 1 , 1 '►� \ I h �"
•o tV O
294.. c N
co 1.110
3 `j a / \ j Lot 2I:�
43.18 Acres -� \ �\ ..-- / \ � \ Ex. Sidewalk %
l �► O o I _ / (Zoned C-1)'296-
C-4
zss_ \ i I \ •� o,
\ 1 W o o \: o GENERAL NOTES:
( I o I \ I \ CK
\ - -� a\ L �. This property is zoned C-1.
Moo / / .- - 1 \ \ \ 1 2 2. Proposed Land Use: General Commercial
w o: "; "' YO 1�f \'travel \ / \ 1 C 3. Existing ground contours are based on 2005 city aerial mapping.
_ c`• ,5 �-" : / Area . _ 1 \ ` - _ \ / I a) $ \ P
a: M / �- J Q - ao -� , O 1 4. This site is part of the Spring Creek Sewer Impact Fee Area.
a _ - \ ._ - i A. n i
_ _ Q F f _ r__
_ _ ,_ o _ / _ 1 _ CRIG OF B.� .IN.. SYSTEM.- u ! r. e_ t red _distances o o _
O o o _ Lot 1
._ ( { monuments are consistent with the deed recorded in Volume 1671,
10 _s/ / < (
o � � .� --- \ _ �- � , 3 , \ � / Page 276 of the Official Records of Brazos County, Texas.
L� °?� \ ' I 6. According to the Flood Insurance Rate Maps for Brazos County,
Texas and Incorporated Areas, Map Number 48041 CO205 D, effective
February, 2000, this property is not located in a 100 -year
w flood hazard area.
�(/ ^ ` 7. The building setback requirements are established by the City of
i I I °- ) / / \ \ rreeline i \ / p I College Station Unified Development Ordinance #2617.
J I O I Ex.. 6" Atmos Natural Gas Lane / Temporary. Driveway &Culvert X --, \ 306 ( oE_ _ a ' cV 1 I % 8. The Private Access Easements are to be privately owned and
c�\ / to be removed in accordance with i > , \ ( / / oE� -o ( I ( maintained by the owners of Lots 1 and 2, Block 1.
-' o_ the 1994 Development Agreement. /� i / �-_o- 1 , I 9. Legend
t �., I
o�aE
/ 591•p5 of LL,I. , O 1/2" Iron Rod Found
" E Stat+On I (�!
® - Chiseled "x" in Concrete.
,12 5 \lege 3 3 / } �, ", I ( _
S 61• of C° t #13 / / / 12" RCP o - Ex. Vegetotiop-(yp) ` o TxDOT Right -of -Way Monument
tO C1tS M°numeral aw - I ' ' '' 25' P E. (V.904, P.19&22) / a , \ . / \ ( i / / ( ( \ 'p�
G P • ( I \ 0. Abbreviations:
/ X - oma--- - o _ / l \ �1• , I ) Pr.A.E. Private Access Easement
o I o -T�.� oEf-_--oE_ '---- - °�-oE - _ - e ----o - - \ I > \ 2gs \ = I P.U.E. Public Utility Easement
C O6'� E' - 475.00--_.._..�-_----- _ --- - _ •_ _ oe - e _-•-_._._.._ \ R.O.W. Right -of -Way
J pr 0 0 OE -Z_ - - - - �S 49 24 - - - - - - - - 0 _. Ex. Sidewalk rl
i
_Concrete Drainage- - - - - - - - - _ __ - - - - - OEpr<_ - i� - \
- 18" RCP ° Structure - - - Edge/Asphalt _ > - _ _ S ¢008 Q OE / > =OE* .
__0 - . -( - - - - -- - - - - - _o�- -- o of--�-of- -�` - - -
0
o _ -' E_
ate Hi - - - _- - - = 9 24 06 E =685.71 _ - _
R. 0. H/ y O. V y o T"-- - - 18" RCP
Wo'th - - - - - Concrete Drainage
Varies - - - , Structure J J
- - -- - - 20 Electric °
al Esm t. (V.754 -
----- P.138)
CURIE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
C1 `
622'28"
760.00'
84.55'
42.32'
N 43'44'44" W
84.51'
C2
14'24'18"
840.00'
211.19'
106.15'
S 47'45'39" E
210.63'
C3
r07'30"
760.00'
94.51'
47.32'
N 51'24'03" W
94.45'
C4
91'20'48"
25.00'
39.86'
25.59'
N 2'09'54" W
35.77'
C5
4 17'20"
760.00'
56.89'
28.46'
N 45'39' 10" E
56.88'
C6
5'38'19"
840.00'
82.67'
41.37'
S 44'58'41".W
82.63'
LINE TABLE
LINE
BEARING
DISTANCE
Ll
N'40'33'30" W
179.34'
L2
N 43'30'30" E
103.96'
L3
S 3'03'56" E
135.21'
Legend and Abbreviations
- 8S - -- 8S - - - Existing Sewer Line w/ size
P
Sw- - -8w- - Existing Water Line w/ .size i i
-c- - LIM-TIVAR Y PLAT -
_G_
Underground Gas Line
- -0E OE OE OE Overhead Electrical Line
- -T- -T-Underground Telephone .Line
it,
_ Existing Contour Line 2 Interval)CREEKL-E
Water Blowoff
- - Gu
FA
Y nchor
Light Pale
CJFIVTJFI?
si Water Meter
Power Pole
Street Sign
44.164 A CRES
o Telephone Pedestal
P
N Water Valve
Os _
Sewer Manhole
® Water Manhole
ROBERT STEVENSON SURVEY, A -54
L"L
-
COLLEGE
STATION, BRAZOS COUNTY TEXAS
JULY, 2009
a
SCALE 1 " = 100'
)wner:
ebble Creek
Engineer/Surveyor:
Development Co. McClure & Browne Engineering/Surveying, Inc.
500 Pebble
Creek Pkwy. 1008 Woodcreek Dr., Suite 103
011ea
g
tatio-0992
n, TX 77845
I College Station, Texas 77845
148
979) 6�
(979) 693-3838
0009-PP-REC
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