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t ~ ~ as C I 1 / v ~ / Tex ~ I I One V I I - / ~ I ~ I I I ~ \ l \ / 81ack 243 ~ - - ~ - - - I
~ dl ~ ( I ~ _ 53, Pg• I ~ ^ - - - - , 39 l ~ ~ I ~ \ vor ~ I I I o p 11 / / Pebble Croek ~ ~ / ~ a ~ l
- - ~ I \ \ \ \ l ~ l ~ oned C-1) i ~ / \ z - - I 1 for 1 ( ( cor 2 I w _I I 3 \ I I I I 5-e 3 / Phose 5A Vol. 2/9J Pg. ,~03 N
~ / / \ \ / > > ` I ~ - - ~ I ? Pebble Croek, Phase I ~ \ / J / I a ~ .241 ) I W ~ ~ o: / ~ Vol. 2541, Pg II ~ / (Zoned A-P) / I I /
/ ~ ~ ~ - ( o (Zoned R I ~ _ _
~ ~ ~ ~ N / x I 5 l / I I m I / ~ / I / 1 I 1 \ ~ 4 ~ 2
d ~ I / ~ ~ I ~ ~ ~ _ ~ l li J I I ~ - ~ t I ~ / ,f I / / ' P.U.E~ - - ' J I 30' P U ~'c~i n.ts.
J .i i II 1
~ ~ II /II ~ ~8'g/
\ ~ Lakewoy Onr~e
~ r I 1 ~ / Proposed 6' sidewolk 80 R.O,W. N col 977, Pg. 135 \ (21, End a Sidewalk line ' En I ~ If l /Ex Ex. Water ~ ~ M d/Ex. 4' Sidewalk ~~xl tx' ~ ~ ~ 4T ' 8" W - .55' - yew
l ~ - N 46'55 8 W 1 .73 - 1 ~ '
~ - - - - - _ I 54 ~ .00'~ ~ - - - - - 925.73' ~J r ~ / ~ - ~ ~ Ex. Cancrote ~ i , 100
/ r~ 1 ~ ~ _ `Drainage Structure ~ I L J
_ ~ ~ , i ~ / ~ ~ ~ ~ Prop. 15' P.U.E. 'I I J V~t~ V ~ l / M/`i r ~ ~Fx. Concrete _ J~ \ ~ - p ~
- I ~ I ~ • - - - - ~ - ~ \ \ i' ~ ~ Ex. Cony / I f ~ \ - ~ ) / Dralna e Drainage Structure ` - ~ ~ . I~ ~ ?q'p ` ~
~ I ( / ~ ( Prop \ ~ / ~ / ~ - ~ I \ I I / i I Y ~I I Lot 1 al ~ ~ ! \l ~?9e / / % ~ ~ Ex. Manhole, ~ ~ ~I `Lot 2
~ 8 I \ 1 / ~ ~ I • ~ M I 10.9864 Acres ~ I I \ I I ` , \ ~ ~ ~ / ~ ~ - - - ~ Ex. Concrete - - I~ ~ ~ _ ' ~ / / ~ ~ Drainage Structuro - -
/ W ~ Zoned C-1) \ \ i - ~ \ ? \ ~ Yom, f 9e ~ III
o m~ I ( W ~ 'tae - ~ ~ / \ I I I ~ \ - ~ ~ - \ _ \ \ ` ~ II 5
~ ~ 70.6 I e 1 I ~ ~ - ` - I Ph I I ~ - - ~ ~ a
f N PrAE. ~ I \ ~ ) ~a I I o ~ \ \ r ~ N \ ~
se I ~ ~ . I Phase Une a \ oo I I Ph ~ ~ I / \ Ex. Vegetation (typ) ? I \
oO~\ ~ ~ \ 1 ~ IIj I \
1~ \ I I / \ \ ~ I - ~ ~ I ~ ~ ~
`t I \ 20 P.U.E. / \ I ^ I I \ (V.2281, P.37) / za2 ~ .
I ~ \ `~o ~ \ / I \ W r - i I ~ / ~ \ / ~ r \ \ \ ~ NI l~
I \ - \ / / 1 \ ~ ~ I \ ~ q a I V ~l '
~ I 3 Prop. 70.6 PrAE. I ~ 308. \ l ~ )I ~ ` / ' I ~ ~ ~ I ~ I~ b~'~
I v N ~ \ \ 1 1 V +0 I \ ~ _ Fire Hydmrt \ \ _ \
~ ~ \ 13 a, 'a ~ ~ ~ ~ leg ~ ~ r NI ~ I ~ ry ti
~ ~ / za4 . ~ v c ~
\ I ~ / '~o i ~ ~ \ I 0 I ~ ~ \ - _ Lot 2 \ l / \ 3 I ~ \ r I \
I I I 0 I ? a ~ / 43.18 Acres \ \ \ ~ I \Ex\ dewalk I Q I M~ I 0
~ ~ , I ~ \ (Zoned C-1) \ ~ I \ 29g - \
~ / ~ \ ~ l 1 ~ 1 0~~1
~ ~ 1 ~ I I ~ ~ ( \ GENERAL NOTES:
~ I \ I \ ~ _ ~ \ a ~ I i I o01 I ~ L - I ~ o o ~ r ~ - \ \ 1. This property le zoned C-1. ~ ~ ~ 1 ~ 1 ~ ~ 2 ~ ~ 2. Proposed Land Use: General Commerciol
~ ~ I / I ~ \ / ~ " ' d ( ~ 1 tKl ea ~ - Gravel -1 i / / I I I \ ~ ~ ~ , ~ ` 3. Existing ground contours are based on 2005 city aerlQl mapping.
I ~ , I 4, This site is part of the Spring Creek Sewer Impact Fee Area.
/ / ) ( ~ it+I ~ J Lot 1 5. ORIGIN OF BFJ+RWG SYSTEM: Actur+i treasured distances to fohnd monuments are consistent with. the deal trrcorded in Volume 1671,
I I \ / \ / ~ ~ n \ i I ~ a / ro / `c ~ ~ ~ ~ I ~ I'i I / I~ Paae 276 of the 0Hiclal Racorde of Brosee County. Texas. _ ; i
~ ~ / ~
II ~ / , / \ I I y ~ i ~ I ~ 1 =
I \ / ~
i ~ I I I / \ 1 i I ?I / / ~ I 0. / ~ 1 ~ ~ Trseline
~ ~I I l ~ / ~ I i c Drivewa do Culvert ~ ~ \ 30b' . ( c Ex. s• Atmoe Natural Gae une ~ Tempor ry y /
I f i \ o~„'. N to be removed in accordance with / / ~ / / / / _a~ - c- I the 1994 Develo ment A reement. / / ~ , ,X
-I- I I ~ P 9 of I ~ ~ ~ / / ` ~ oc--""" I
,05 / I f ) ~ , " 6 ~,otton ~ I / / / ~ I c ( /
55 e / / ~ ~ / x V etatio 6~ 12 Cot1e9 X33 \ ~ ~z' RCP o - E • e9 A'(~YP)
S of eat ~ i ~ I / / / 1 ~ ) ) to CITY ovum ~ 04 P•19&22) - / / / ~ \ I ~ M yaw I I 25 P .E. (V.9 , a I
~ ` / I ~ / \
~ 1 ~ - I
0 ~`I _ ~ 298
\ -G -G-s o • E - 475.00 ----t__ _ - _ - - ti.._ ~E---_.:_ - - I \ G OE _ _ ~ ~ Z4 W - _ 0 ~ pr 0 0 ~-tom - - ~ _ - - - - - - - - _ ~ ~ - - _ ~ \ \
. Conaeta Drains - - _ - - - - - - - - = 1 ---~_n_ OEl'~,
, 9e ! _ Ed a Asphalt - ~ r - - ~ - _ -S zV" ~ ~ ~ . I / ' 1®" RCP ^ ~ Structuro _ - - - 9 ~ i ~ ~ _ ~ ` - - ~ OE-~_ _ - . \ - ~ ~ 06 E - n
ti_
_ ~ - - G Highwo 1 ~ ~ - - - R yNo. y ~ o.w 6 0
- W dth !/Dries _ . _ - _ - i r. STS . ~ u k ~T a. T}
- - - - - 201 Electric ~ al Esm't. V.7 ~ \ ~ 54,P.138
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UNE TABLE
CURVL' TABLE
LINE BEARING DISTANCE CURVE DELTA RADIUS LENGTH TANGENT CHORD 13RG. CHORD DIST.
L1 N 40'33'30" W 179.34' C1 8'22'28' 760.00' 84.55' 42.32' N 43'44'44" W 64.51'
L2 N 43'30'30" E 103.96'
C2 14'24'18" 840.00' 211.19' .106.15' S 4145'39" E 210.63' L3 S 3'03'56" E 135.21'
C3 T0T30" 760.00' 94.51' 47.32' N 51'24'03" W 94.45'
C4 91'20'48" .25.00' 39.88' 25.59' N 2'09'54" W 35.71 i~r
C5 4'1120" 760.00' 56.89' 28.48' N 45'39'10" E 58.88'
L
CB 5'3819 840.00 82.67 41.37 S 44'58 41 W 82.83 -c
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W 'Zewer mannoie ~y~~ ® Water Manhole ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, SRAZOS COUNTY, TEXAS
JUL Y, 2009 Q~'fa
SCALE'. 1' = 100'
Owner. Engineer Su or.
Pebble Creek Development Co. McClure & Browne Engineering/Surveying, Inc.
4500 Pebble Creek Pkwy. 1008 Woodcnek Dr., Suite 103
College Station, TX 77845 College Station, Texae 77845 (979) 690-0992 (979) 693-3838
-PP.REC