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ZONE X
/ { % /X / " LIMIT OF DETAILED STUDY
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APPROXIMATE SCALE
1000 O 1000 FEET
ME NATIONAL FLOOD INSNRANCE PROGRAM)
FIRM
FLOOD INSURANCE RATE MAP
BRAZOS COUNTY,
TEXAS AND
INCORPORATED AREAS
PANEL 205 OF 250
(SEE MN INDEX FOR PANE" NOTPRINTED)
CMfESa:
MINI MI~FR MMl fIROf
LO U61-1K OF ~eo081 OlO6 O
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S OAK MAP NUMBER
48041CO205 D
rJahk MAP REVISED:
FEBRUARY 9, 2000
0
J
D
Ce ~ 1 Finewncy Matsa 1 Agency
This is an official copy of a portion of [he above referenced hood map. tt
was extracted using F-MIT On-I..ine. This map does not reflect changes
or amendments which may have been made subsequent to the date on the
title dock. For the latest product information about National Flood Insurance
Program hood maps check the FEMA Flood Map Store at www. msc.fema.gov
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15' 115 I qC)oz~
11 115•
115' 115'
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115.
71
22
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21 15 1 5' 5' F,1 20 21 9 / 14 m 7 115- 1 115 -j 115' 1 115't
1 129
T1 a.-
= _ \
f X25 1 ' 115' 11s' C . t 1+ FH
f6
1 ~O j 296 .p I I ))9 r 8 v I 20 d 10
1 .72.5' _ C i I HQ's 1 8 Q' 1 1 128' ric 115' 115' 3 115' 115'
- - g 111 t~
I 115' 1 115- to ~ ~I J I / I i 11 c ' 19 ~ 'I 1f I ~ 18~~.
26 12`x\ In ; 9 181 r I _ 9 l1 127'
1
I \ I 115' 115' 11 ' 115
/ I 115' 115' I I } `
I I r L mbsbu Loney 17°
r\ N
I 11) I ~r 10 /L 128' \t i
115' 115' ( / n 27' i ) 1 1 17 1 10 18 "N a 12 I 16 i
gym.
I 10 i° 11 I 27'
105' 119' \ 117
115' ~ I 11 S' ' ~ 1 =d 115' I I ~ ' }
a I l0 1 1
.258 16 11 1 I 17 1'3 \ 15 ~r 11 t
2 I 9 1 (ry°~ti 12 115' Y 115' / toy' 103' \ 1 / ! \
j its' / 1 s' 115• 4L ( ` I 14 282
15 I 12 1 16
J / 3 1 I'I 8/ I 13 286--1a'` 'ton
11 S' JC 11 1 115' / 102'
WE 2 15
4 I 7 a 14 lj/ 9 P;ro
Ti P fop° PPr /
7/ 1
/ . _ SDnngeA Tn]kiM ,ye°~ / j ✓ 1 7
ti ot, OdkUloted 100 N/ Yeor Rood Plain"'
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ell 147'
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ote Ni hwa No. 6 Sf 9 y , ' .N ,
5 6 ! I e-s' r i h i- 1 ' ! , , I
, """T77~ t . ! ~I I I Q .a , ~.1 Acre I. - I , ••I I ~ , : 8 1 1;,
Zoned A-P `k l , ~ , i I ~ ~
I' t 1 v r :-ti°~ ~t . , / ; I, I, 3,3 Acre. ~ x • i ~ I t~~.~
_ _ 1 _ Zoned A.- • - ~11 s ~4 ~ ~ ! ~ . 0
LiNE TABLE CURIE' TABLE _ - 2R r ~ ~f` , FinCO'S - - Scafe. t =120 ~ ~ k LJNE 9EARINO DISTANCE CURVE OELTA RA➢IUS LENGTH i ~ 1 ;
. ' ~ 11 L1 N 4S'26'36' E 600.52' C1 90 D000 25:00' 39 27 - : ~ \j'.\ i . {,:1,' r t
~ ~ S 44.33 24 E 19:82 C2 90 00 00 25.00 39.27 I } , ' r ~ ~ { i i ! i 43 L3 N 4526'36' E 60.00' C3 00'23'10" 15D35.00' 10}.29'. ~ rt. i~: ,1Q I,
I / /12 tij L4 $ 443424' W 14.82' C4 5'4740' 1035,00' 104.61' I I 1R ! I . 0, I
0 L5 N 45'26'38` E 324.87 1R { I, , I 'I, 11 ! N L6 S 44'32'50" E 130,09' I 1' ' E ~ _ , ,i 1I
i` L7 , i. W 7 .7 ~ ' 44 5 34 W 129 8 . • , ~ / i~ I I I L8 S 45'0226' W 233.47 . .1 : 3 _.__,:w.. ..I•-•a ~ I { I
L9 S 44'11'47 E 244,94':
V' L10 N 45'02'22" E 589:40' _,...w I i 1 1. 8 ~ L11 N:44'573 " W 2 ,00' ; . I
X L i I ~ , ~9A 6 }Gt ~ 0 L12 N 45 02 22 E 479,96
Reg~~. '~(°s;ti h L13 S 44 53 37 E 408,45 .6~' 296; 1 _ ~ I ~ ~ R' ~ L14 S 44'35'38" E 614.50• i I i _ • , ~
20 0 c y I i
I, , S ~I c _ :Shed
m E v oohs o _ w: ; ~ ~I P
w~ 1 ' I
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rte.... ecG ur DriU , o , I , . N Tr~._,_~~, r 1
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I ~
V ~ a, ~ ~j
Z 0 ! ! i o Q h 64 I ( / c ~ ~I ,
~ 4.: ~ I ' I r~s` _ o Sprrng Creek i ~ ( / I
h Tributary C 1 , h j ,i, . ,~;,,r
' I ' / • ✓i , 292 .
. ~ • • 'MS s • VS tir-v
~ _.._w~~~,_ e
n , q1.
• exandria r, I 1 4• , - 90 y
or~@ a 1. { 14 ~ 15 ' ° C1 N b ' h ~ ~
1 Q ~ V' ~ ~ ,01 i35-. 115 115. P { 0 ~ W
0r ge ~ 4s - i i w ~ C o ~ ~ 89 i1 2 ~ 13~( 16a
r ~ f ~ I c I s 4 i ( > , i , 2s ~ . f Q. ~ ~ f'; I i I 18 I I 115 i 134 ,
- . ~ ~ a. I r. - 4.: 1 , ? _ r _ _
. , ~ f _ o 544.~.~ 16 E 16 4.87 88 `xll ~ ; . a~ 3 p L 1Z ~ I '17
\ h l t1 ~ ~ _ ~ ~ 1. 41: I ~ ~ 117 i ~ 115'. 0 ~ _ ~ 15 ~ 33 ~
~ c, , .
~ l i ° cry ~ ~ ~ i ~ l 129' B'~ 120' 1 f5'. ~ : g ~ ,bra - ~y ~ _ I I :
4 I c ',F e e v<, • 0. 1 ~ I 0. 0. al J lr'" P~ es~ I t ~ Row (y1 _ . 0g g . - 4r ( _ AA
RNMJ c a ~,n9 ~ 9 ~bo~ A. ~s Iw s 10 ~ i~ •
~ e's a ~n , • p ~ Boa' ~ 103' aoo'
_ N4412 55'1V ~ ,6.10 1 { 0 . o • V II 1 as I J I I I 20
I ~ 9 ~
i i 6 i ~ ~ 49 ~ A 7
u II, I 3~",I i _ sc~c~~ r = 5aa 84 ~ ~ ~ A~ _
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: ~ I _ . I ' 0 11 29 47 w- 72.5 - •65 - 60 -60 - -60 - 60 ' ~ ~ ,.1 ,1s ' 8 , . ~ ~ 26 ~ } ~ I _ 44 ( 1 s2 ~ I _ I I _ _
I , ' Ux ~ ~ f ru r ? Ll., : r, i~' - - B2 -I_; _ _ _ i.._ a ~ . _ . eschp _ ~E -I ~ I ~ Ir~ , II , ~ Dried ~ fat . . i r , ~ ~ ~ I ~ .
L I ~ ~ 46 o I ~ ~ .-1.., rice R• rose:; . E .~;I ~ R-1 , o '{_I , 45 : 1 ~ e ~A., (A f ` N G ' J' ed R oft~d~ ~ i l.a 1 AG o, . 1 : <I i. 0 aged lotte¢r I I ~ N { I ~ ; phas ~ I , i Zan (pl 5r s4 19 36 ~ 35 " 34 ~ :33 ~ 32 ~ 31 ..0: I ~ 1 Ix (P 8 dash, ras a '
d A ~ 1 t; t ~ g ase 5 , ~ 27 ' I ; , + henan 180 =Ac 6,~ - i ~ i phas i ; i f ,i n m Z° 4- ~ s~: daQh Ph Gres . , ~ ~ ! ~ 1 11 5 , tti• 151.:_ < / ,f l ena~daoh 81 Ac. ; I 1. ~ anon 50 A , ~ ' ' _ 11~ Sh 10.1....
, w., , ,%rF sh s.~ _ Block 8 . as , ~ z ti 1 _ 1 .,.rr~..~ _ _._a4 _ r - - 1581_..,.- ~ ,.w- 1 5 , t
r _ 9 _ I m _ • - - ~ - ' w Iw I 175 155 155 ~ . 155 " 170 M - ~ m .
, N ~ pro. . ~ - J N m ~ ~ Halifax ~ ,
. - - : , I N J 11 ~ I a o 1. o `3~4 _ 9 0 8 ~ Os o. j I o ` ,,I ` m 1
l / \ , i r J,r 3zG, 24 L 25 24 yt, 8 ~ ' u' I 6 II I r9 " 25 k~ I }2- rA . ~ G'~ ~ i l4r, ' M~ i I ~ N y,,~
' ~l j ~ ~ a , 1' W I, M 4 . ~ >'r . v . / ' / 1 ; ~ ~ 1218` : 125' t 15'
j • ~ I , , ! 42 ~ 39 26 23 101 ;7 ....Z6 3 , 10...3 ~ ~ ~ r I~ I es _ L I ~ o l I ~ I I . , ~ ` - I I, ~ I ~ _ ~ ~ ~~t 2 , 2, - ~ 16
I' ~i'it' it ' i. I 1~ ' 111 L I, 1f' I 126' ~ 125' Q1 125'. 115... ~ ~ ' I ~ 132', ~ m, 111' ~ I }11' i 111' ~
~'..F_ so q n 11• I ~ { ; - -
. r ~i ; ~ y>^~ ~ 3 2T , . 22 I ~ ~ 1 ~ ~ . • 6 ~ I 27 : 2r ~ 22' I ~ 11 - 7 : a6r 3 ~ 3 h ~ 0 15 e7 ~ f b .v 1 43/ 2r 8 ~ - - 47 - 2z - M I ~ 1 M
~ ~ k~~ ~ O C Q1i I I , I } 6- ( 8 I ( 4 . I. .e-B i r ~ i ( ~ ~ i - ~ ~ ( ~ 130' li I 130' 1 I 130. I -130 .t_1 ~ Fg e I i30 BBB , , i 5 fi4. , w 125: ~ I 125 115 . _.__...~._w.• 0, i i i I - r ~ ~ , 151 8-B .130 i k 130 Q 130 I L 'w .
' r { I ~ 50` S ~ 50' y ~ ~ I ROW ' a ~Q, ! ~ : f "1 I I ~ • ROW ~ . Row m ?~8 ~ U y--• b, /1. , F; ~ , t l I, , it i RoW ~i1 • _ I Ii ►0 I II~, 21 ° 12 II ~ a ' 4 0 ~ ~ ~ p m I 14
B6 / f 91 ~ C • ; ~4 50 37 I 28 I 21 L ( 5 ( 2B _ I ; ( ~ . } I a ~ I
6 (f ; , I ~ Z / ROW ' w I w ~ ~ ) ~ I I F + ~ ; { / \~1 ~ I ( i i I i I, 130 145. o I ~i _ _ a, ~ r _ ~ ~ , 151' ? 130' f 130' 7. 130' w 130'- " 130' 130' r 130 ~ 125, 125 1;18'
16ne vslon i ,a ~ i I a l I , ~I I ~ ~ 3 L:I _ ~ ~ ~ I 85 ~dl 11 0 ~I 3 ~I,~ of I ~ I. I
' SU ; , m = 45 II 0 36 29 II o ~ 20 0 ~ 13 ~l L; ` 4 0 29 II 0 ,Li! 20 - 13 ; ; p ~ 4 , ~ ~ 5 5 I _::13~~ ndr~a 92 , ~ y - ~ ~ N I ~ (3 . I ~ ~ i , - I N I ! A~gX~ hose ~ ~ n ~ ~ 0'~ ~ 3V " ~ - ~ ~ i, ~Ii t 0' 130'. h~ i '145' ( i I ~ .t---125'=-1 I! •-1i5'~
p Q_ ...._._..._;..i 151 _ _ V m 130 130 m : 130 13D m i 130 130 a 3 o; 125 i 3 fa i 506 ~ ~ 0 i I W ~ ~ I I` t i) ~ I I - = is'~:u.
I ( I I ~:I,,II I i I:~I~ W~ I _ (ay WI;I s ! ,2 ~ . ,1 t ~ 1 ~ 1
~ ~ 46 : m . I 30 I ~ 14 :.i. W 3 a 30~ f a I v ~ ~,9 6 6 I ;12 84 d' S f l' 93 ~ _ ~ 35 Q 19 ~ I ~ 19 a i ~ ~ „ , J~ i ; . ~ a N 1 I I I `4 ~ I { I I i ( I C1 -I 0 ~I ~ ~l ~ ,?e ~ 50' ! { I ~ ~ d { , ~ I 30' 1301 ~ ~ I 130' 130' 1 al , 152 1 s 130' b~ 130'.: Q a ' 130 .fp 130 l- : a 145 , , 0 ~t18' ~ ROW
_ ~ I~ I~ I~ N I iGl.... n tt6' .tt5• .
l~1i I;!, ~ I~` vs N ~ v, m ~ ~ ~ ~ 31 18 ~ ~15 ~ 2 1,~ I~~ a3 .;I~,:,: 94 ~ , I°., ; ~ 47: I 34 ~ 31 I 18, ~ 15, 2 ! , , ~ T....~fi ~i11.
. ~ 1 ~ . ; r I i r ~ I I I r I i I / I , , ~ ~ ~ -z94~r , I ~ 130 t . 145 ~ ~ 1 ~i25~ ~ : - ~ 125' 6.i _ _,1~ 1.( _ C•, _ 3 ~ ; 151'0 I 130' 13D' 130' 13D' }30' 130' - _ 130' , I-ey~ ( 1i
r it o i ~ I, { i V I I I I ~ i I ~ 1
,I, J, ; a { I ~ ~ ~ I I I I 8 ~ 1~ i~, 0._,95 { ~ I I N I 3 17 ~ 16 I 1 ~ ~ 8 , az ,I ~ ~ ~ ~ I 33 / X32 6 17 ~ 16 I 1 2 i .A '1 ~s , { r 10
r ~ ~ A i ` ~ \ FH FH FH I FH t FM 104' ~ 1~5'" i; ~ i~' ~ I ' 152' ~ m 130' _ _130' 130', - _ 13D"~ 130'_ _ ~ X130' ~ 130' y 130' 145' \ `r
5,. I ~ - ~ ~ ~ I ' - - - r--- ~ I I
r i , ' ~ 5' ~ - ~ ~ New `or# Lane ~ : ° ~ ~ ~ mo o IQ, ~ .,oo d M m f • tO' P.D•E• ROW 9' ) i 8
w 4 1 0 4 L _ -j - - --1~-•.• S
' ; i•,: , _ _ t,::. ~ _r ',_j. -6'SL- -6~/k- , S ~ ~k~/ C6 t -6SL- 5/L ^-~dS'C`-'~'~ "--6'S/l S/C.; ~ A, ..L., + rf,+---. ,iR ! , S/L. I 6 S L 6 5 S(L 6 S L 6 $ 4 ~ f!• ~ , LY' T ~2.5J ~ 33~ 7 s..,. l _ j., , . , • "'a~,,~::.. ~ i ' ~ . F f ,
, , i- I i :Ili ~ I ~ I r ( ( i J 1 ~ i f ~ t,i ~ ~ ~ ~ , ;.I ~ ~ y , ~ I ,
, I 12 ff ' I 'if , ^1 c ro I { f ~ ( I - i ! ~ I r„ , `1 - l F ,r'^ i F ~ r, , 10 s 11' ( . ~ r r I ~ I `I ~ + ( M I I 14 ; ; 0 " ; J ! \ fora r' i
! i, l ~ { 1 11 ~ I I _ r, I 'h~ 1 ~ 1 Y ~ 1 ;t i - I I ~ ~ 1 { ~ f .I ~ , ~ ~I- r I, { 1. ! ; I. l~~ ~ , 316V' I } ~ I ~ ~ ,_y ( ~ v n , I i! I i , i - 320 I ~ g ~ I ~ ~ i. { , r , ~ , l
t , / - . ~ 1
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, _ P g j l li , ~r_..~, j , :ark ..Q T . o ~ X14 _ ( Io • { 4~' 1 ; I I., ~f t , i r 1 ~ ~ ~ _l ~ i I ~ , ! ti I 1. V r ~ ~A v , zOngd A r ,i II I 1 , 1 ~ , J ~ , ~
1 ~ of I , ~ , L i , ~ { ' 1.24 ? 1, ~ r~ 1 P 1 i • ~ ~ tted) : , I , , , 1 N ; j ~ a ~ ~ , ~ ~ ~ /h ; .r , ~ Pla ( ! sv,. ~
i ' ' ~ ~ ~ . ~ f5 i 1 , ~ , I p I 1 ~aada ct + ! . ~ i i ~ _ _ ~ 1e ~ ' F I E _ ~ ~eatta re rro ~ I , ! L ~ ; ~ ~ / ~ , ~ ~ - F . / ~ ~ , ~ I i ( I ~ r, - ~ , i I _ I i 111 Ac ..1 .-'c..,~,.,i I I I - ~ ` i I I ~ - ~ id; ~ -
y Oi -r i. L l ~ ~ r I r ~ f ed R ~ I i I i, „ , . / F F t j v~. \ :286._., _ ~ r ~ ; 1.i ~ I~ . i (Zan , ; ; i i I s ~ •
r - ~ . + _ i•D. is ! ~ i / ~..4,•:.._..,._ , , _
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25 . h i l rf~ , i I ~ r ~ ~ r , : . ~ ~ , ~ l . I _ _ , I I ,
' , , : r~ ~ ~ a l f rl , ~ } ~ I) 1--_ ~ I i / I' ! ~ , - 1 ! i ~ y, I ~ ~ I; R ~ _ . - 1, r . ii : , -
7. Existing Ground Contour Information` was obtdined from KUZILK/ J/CVLIVJUIV LCHVUC fi-JS~
Legend Legend the rasa city of College Station Aerial Mapping Program COLLEGE STATION, BRAZOS COUNTY TEXAS ,
i s. No lot shall have driveway access to Barron Road, Southern MARCH 204
-SD-SD- Prop - sA sA Prop _n PrnnnaadvRtnrm rimin Runtpm Plnntnt~nn Aloynnarin_ Auoniiq nr Namnnrt I nna:
w/L -'wn Prop
Phas Prop
ze8... Existing Contour. i
0 Proposed Sewer
- Proposed Fire H
c~a Proposed Storm, ❑ Proposed Junctk
u
' ~ - \
Stofe Ni hwoy No, 8 9 a
N I 2.a:. Acre I; I 8 s
~ , Toned AmP ~ f ' ~l ~ ,~R ! ~ i , 27R ~ LI _ ~ 8 a.
I 11 l._-,__ ..-t..i,4 1.1 ~ i \ i ~
~.3 Acres , is 14 ; s , , > 9 ,
Zoned A-0 ~~I~ ~C~~~~-~~ M a...~.....~~ pR ; ~~1 . ~!!CG
LINE ' BEARING DISTANCE CURi'E DELTA RADIUS LENGTH SCale: 1 =1 ZO e, ry I , t - I .~~~I f _ ~ 11 x L1 N 45'26'36' E 600.52' C1 , 90'00'00" 25.00' 39.21' , ..}i'._.~_~._,_-_ --~_.I / _ _1-''`'~~ 's L? S 44'33'24"`E .19;62` C2 ...90'00'00° 25.00' 39.27. I . III . ~.I'
I i. ~ , ~x i o-l__ ~a
~ N 45 26 38 E 60.00' C3 002310° 15D35.D0' 101.29' 'f l1' , L4 S 443424":W _.14,82. C4 5'4T40" 1035;00' 104.6T i FII 1R /12
L5 N.45'26'38" E' 324.87 1R € i 1 11 I II I 1 L6 S 44'32'50° E . 134,D9' I i
L7 N 44'5734" W 129.67.. ` : r'..W__. ~ , i
i LB <S 45'02'26" W 233.41 ~W . ~ - ; ' . ~ 1 L9 t 4 44.4 . ;L.. 2 9 _ , L9_..„_, I ,
L10 N'45'02'22", E 589.4D' I
Rate . N L11 N 4457.38 W 20.Otl' ~ I i i s~2 CNe~' ~ L12 N 45'D2'22° E .479:96'. 1 6 S
.~'nt1o1 ~B ~ li3 S 44'53'37" E 408.45' 60,-..-2961 ~ ~ ~~ti CS,~~ dC~. ~ ~ " I ' I i ~ ``Sr 1': , ti4 S 443538-E 614.5D ~
o c ~ Zc , s f _ o ~ : / I rl i
„ ~I ~ S~ 06 N i
I o o Aeo da:. _ ail I
a ~o oha°'o 8~ , ~ ~ m c: a aoo N ~ iii
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L 1,~ :1.14 62 ry l I M
-Decatur Dnve I - ~ , l s o U _~i ~ w ~ i
1 ~ _ ~ n_ ~ .I{ Ni o
o .~__.~_:1 ,
l' 1 1 E ,~I pp~ ~ N 'l~
~ ~ - f~
a ~ 0 S rin Creek i , I . i
7r,butary C ~ I ~ in I I ~ ~
+ - 16 I
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r . t~ ~ ~,i
r• I ~~11
ao Ci ~ N ! 1 r,,! l l, C L ~ J I
+ ~ .0 I 135 _ 115 ,115'. COP { i ~ ~ 'Lr . d y :
r® ~ 0 ! i 1 Wt ti I, q V~ i 5 g0. ~ , . } . ~ 'Lr ~ N
~ ~ C la b1 :I --296 Q Q,.1 Q ~ I 134'... M L I i t6' 1115"
~ _ _ 1. . ~ S443,~~~8'T' - 1844.87 ~ 88 Opl .3 I 12 ~ I ~7
h ~ ) ~ I I i I 133'_ I ml t1T I I `115'
I p I W , !
I w I W _ ~ ! 01,O., 27 a
N ~ B-B 120.. it6' . ! ! ~ __~l a 129'
O o P+a(s oNe v 1 1 ~ Row
I ;n9 ~ 9~ ~a~ a ~,o ~ _ ~6` _I ~ 5 10 ~ ~
. ~ h ~ o: 't03' 103' 10D'
1~ ~ N442255 - 3,38,10 ~ .~4 ° ( I U ~I I ~
85 ~ p { I ~ I , 9 I { 2lJ
6 ~ \ N I V - h V .
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sr~c~-~ r - 50o B4 I , _ 8 ~ I , , o -300-- .
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1i, N_ - L_ c 60' - ..14 D
g 4 85 w 83 I I ' 7z,5'- .s5 so' -so'- -so'- , so' 7, 11 ti _ w. 29 44 _ , 7 82 ~ ~ ~ 80 ti
III I B ..._,...f\' F 1 2B f ✓ II` r` ` \ { ~ ~ / ' ' I ' 1 ~ I ' ~ , h er B ~ ~ ,1, ; , 0. : ~ nB~ latter ~f ~ 1 ~ ~
Leso P ~ f ~ 1f -I 45 48 o A: (P ~ \ a I ~ -I oe R res e ~ I, ;f 1!0 R' 1 s ~ ' 4 , ° I 1 hose. N I I fi oned la'tt@ }
~0n :1 Ac g, r a s Zoned btted~~ ~ ~ I / ~ ~aoh P es I 84~` \ , I Z 78 ~P ~ ,~8; ,~5 ~ 34 ~ 3J- ,32 ~ ,31 _5 A~p vl ~~N g e Six (P 8 s ~ ~ ,27 ~ ~ I r 5h9nand 1B0 Acr { ~ ` h Phase I I ~ , oned m , , pho , _i, i.. ~ 6 , { ndoa , z ~ I ti ~ er+andadh p Acres ~ I ~ ~ 4671/15y.....` / ~ 5henp 10.16
w',. ,I sh ~5 .Block 28 - ` - , _ 5g - - ' 46 _
~ ~ ' ~ i I , 1 , ~~p 20' P.U.E. ~ ,r: , i
i, ''i F 175 155 , ~ i 55 ,~31 . ~ 304 , . 155 170 ~ ^ m o o , f7~~llfO'X
ti ~ I c ~ - - - - ~ 3 41 N ~ N o ~ ~ ~ i o J ~ ) x I ~ Q 9 0 8 ~ ; / ~ I ~
320 N 24 ~ 25 , , 9 ,8 g ` I I ,I s~ 40 25 . ~ a1 a l . a~ I I ~4,: I ~ :1y ~ ~ , , ; ~ N {
) r h\ 1 h
it , I ~ 1 ~ , w ~ ~ 1 4 , ~ 1 ~ , 1 ~ 1 12B' 125' 115' ` j,~~ ~ ' L ~ Z is f ~ z ? g Z ~ Z I , ~
, V I _I I : I 42 J ` . ' ~ ,1 w ~ J ID ~ I N'... J ~ I h { 8B I / ~ ; I ~ . ~ o ~ m ` { ( \ L I ~ ~ ~ » J`i 2 ~ 1 2 ~ 1s.
' ~ i ~ , W ~ ~ 11 911. 111 ~1 fits ~ 111' . I ( 130. e 1 T1' I 1 1 111 , I , ' 126 ~ l 125' e ~ 125' ~ ' 115' 132 1 I
~ ~i ~y;`rs/~ I ~L ' I r ~ 1 ~ ~ ~ N ~ ~ ~ ~ ~ IN \ ~ I I \ ~ I . r' y . , .,I h,"~ 4,~ _ 38 I ~ 27 ~ , ' 12 -1 ~ 1 i ~ , ' 6 1 27 ~ 27~ ' j 22 { 11 ~ , I r ' ¢ 3B 3 ~ ~ 0 15
N 87 ~ ~ ~ 4~ ~A ~ ~ 7 27 t I_ ~ I _ , ~ C ~ I i 1 ~ B-B, 1 { 130' I I - 130 B B ~ 113D' I~ I 130' I t 3D' I , 130' I 145 I I w - 1.25' 41 ' : 125, 115
i. , / - 0 ~ .151 B e 130 I I 130 I ~ I , ~ 60 ~ . Y„ I <<` 1, ~ , p• - I , ~ 5D { ( , 56 ~ I I { _ 8 w l ROW a v m --~c ' ~ I - ~ , ~ ~ j 1. ~ ROW , . ROW a x..29 i V - - ~ :
~ 1,,, ~ ~ „ I ~ , m ROW OW I I ~ I ( ! / ? 0 0 ~ 10.' ~ ~ { ~ ~ , ~ t, 44 1 so I) ,3'7 -Z8 I I{ 21 I ~ 1 ► I . 5 {h, 28 I I ~ 21 I ~ 12 i 5 a ~`3.. 4 ~ 4 0 ~ _ 14 Bs 91- I~, C , f w i ~ I I I ,F I
' i~r ~ I ~ r ROW I I W Y. ' { . I, 13D' ~ 130 . { / 145' I o 5' 125' ~ { 1 116' ._._..~J;~1 i__ f l 151 ` I ? 130" t 13D' ~ 130_. w 130 . 130 130 ~ 12
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DRA INA GE AREA
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1 X- SECTIONS FOR
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State Highway No. `6
546 _ - .D3' I , , re-9 li
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Cl~lf Tr9QLF CURE TABLE - ' ' finc UNE BEARIND DISTANCE ScDle: 1 =120 I.I !O I I URVE I DELTA RADIOS lENDTH C A N ~ _ ,
_ . . L11 U N 45'26'36. E 600:52 ` Ct 90'DD'OD" 25.00' ..39.27 T ._a ! ' I;•:-' ' ; _ _ _ j,f • , ~ 1 -
~ L2 S 44'3324" E 19.82' C2 90'00 OD' 25 00 39.27 - ~ ~ ! I I r ' ~ i u ~ 1 ' v) N 45'2& 36' E '.80.00' C3 00 2310 t5035.00' 101.29' ~ ' ' ~ o{ b ` Q 1
hj l4 S 44344 W 14:82' C4 5'4740" 1035,00' 104.67 i f s!~ 1R j ` x'12 D l5 N 45'26'38" E ..324.87. 1R ~ { I 11
s ~ l8 S 44'3250"_E .130.09' I 5,~~ ~ 1
U N 44'5734' W 129.87 i ' _ ~ ~ l8 S 450228 'W 233.4] ~ ,
[9 ~ L9 `s 44.11'47" E 244.94' ; : - 10, 'i • V• L N 45 02 22 E 589.40' _ I
i, 62- ~rB ty8 N-' U i ` N 44.5738" W 20.00' '
22' ~ "Rego ~ U2. N 45'02'22" E .479.96' ' e idBnEc0~:1 ~ L13 _ 406.45' 60 - 296- _ 29 ~gg '{tq~ ~ S 4453 37 E ; >
r^ f ' R' ~ U 4 S 44'35'38" E 614.50'
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r ~ I I Q I ct, l ~ I i' 0 j I 134' n~ I I 116' 2961 I 115'
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10 ~ 1 I _ _ I Q1 133'._ I I 117 I I 115' +~1
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7. Existing Ground Contour Information was obtained from ROBERT STEVENSON LEAGUE A-54
Le qenc Legend the 1994 City of College Station Aerial Mapping Program. COLLEGE STATION, BRAZOS COUNTY, TEXAS
8. No lot 'shall have driveway access to Barron Rood, Southern
SD SD Pr( S/L - - S/L - Pr( -sD Proposed Storm Drain S'/Ystem Plantation, Alexandria Avenue or Newport Lane. MARCH 19, 2004
- - WA - WA Pr(
Phi
Prc Y
Existing ContoL 0 Proposed Sews
~ Proposed Fire 1
® Proposed Storr 13 Proposed Junci
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,J ; ~ (ENE .TABLE CURE A LE
2R I I ~ ~nC - ~ c, . LINE. BEARING DISTANCE CURVE DELiA RADIUS LENGT SCO1e: 1» =120 _ > I k1.;, 1 H
(11 L1 I N 45'26'36" E 600.52' . C1 90'00'OD" ..25.00' 39,27 _ _ >r=, , , 0 1 , ~ f ....,is t L2 S 44'33 24 E 19.82' C2 90'00'00" .25.00' 39,27 ~\r\`
- tCS ' ~~a I - ~ , , ~ 13 N 45'28'36' E 60.00' C3 00'23'10" 15035,00' 101,29' I a{°
L4 5 443424'W 14.82' C4 5'4740` 1035,00' 104.67 ) fR f j !12 I . L5 N 45'26'36" E 324:87 1R _ i;' I / /1- i
, LB , 1 ~..tr I ~ I~ 544 32 50 E 1 J0.09 ~ t r ,r , L7 ' N 44'5TJ4" W 129.87 _ ~ t ( ~ N y' , ~
I, L8 S 45 02 26 W .233:41 i ~ ~ /
1 Z ~ L9 -S 44'11'47" E 244,94' ,I of LiD N 45'02'22 E 589.40' n._....1
i Z PCfb ~8 ry `L11 N 44'5738"W 20.00': ! i I, I 22.x, 4 Rese
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nee R' res E, ;il , I R..1 ~ b! 1 ~ 'f5 f e -lA lP f o ~ 1 R I ~ ~ Lo 5,1 Ac -I ~ ~ D Zoned lotted N i'. Pho$ I N I I peed Iptt ~ , r I i ~ oh s 64': , E , Z B lP ~ i 36 ~ 35 - ,~4 ~ 33 ~ 32" - ,~1 0 ~1 , : Six lP ~ ~l ando Acre se 7 ~ ,
pned A , m' ~ I ~ 9 phase - ~ 27 i; ~ i / ~ 1 i Shen 6, i84 B5 r fi Pha f`, ; i ~ ; , i I erlondoah p Acras ; : I, L ~ t 71 157._ ~ ~ ~ Shenondoa • 16y Ac. x : ~ , w ' ' 1 Sh 16, 75 ` ~ ~ B~OCIC 28 46 ~ }
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l A I , ' -
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' a-~ ' 1 I ~ ( I 145' 14 . _ ~ ; _ . p _ ~ I ~ I 130' 1 1J0' 9 0 13A' ~ I 130' ~ 6 ~ I 130' I ~I 130' B ' ~ B B ~ ~ ~ I ~ i I 130 I ( I , -_,I 1 . q , i7 \ 15 I B 8 130. I ~ ~ ~ , 60 w 125 Q] ! 125 115'.
1, I - ~ 50' , 50' 0' ~ ~ v„ ; , ~ I I i I~ I 56 ~ I I I ~ ,ROW a a~ I t i I f • ROW ROW m 98 F;/ ~ m .l ROW m ROW ~ . 2 L~ ;
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~ahed 'stun i,, 1 ~ f 1 y a ~ I a ~'I I .1 I ~ ~ i_ ~ ~ 1 1 85 bdtV , ~ .00 , \ ~ q 11 0 I 0' ~ i) 0 ! ~ I• i ~ , • 5~ ' , : , it ~ ,1 ~ I I o .,I ~ ZO o m 13 ~I 4 ~ 4 29' ~i, 2p ~ 13 ) 4 ~ a I
drra s2 ~ ~m ~ 1 4~ , 36 ~ 29 ~ _ N I , ~ U ~ I _ ~ _ I , ~ o I~ 5 5 ~ 13 A ; _ 18Xa11 se 5 , , . ~ ~ ~ ~ ,p ~ 3 V ~ g ~ ~ i ; V ~ , ~ I , U II l A Pilo _ _ U, , ' 151'__ 130' 130 I m y3D' 130 m l ' 130 ' 130 m i, 130 ~ 130 ~ 1 . " 145' 125 I I- - -125' . J L _„5'
63~1bO V L 0 ~ I _ 59 i:~ t I I I~ ~ ~ I ~I.C I~ it ( \ ~ III w~~ I i ~.vll w I'~I ~ \ d~ I I i I 2T - 15'~
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ICI 35 I~ ~/I~ I I~ I I~, 1 ~ I~.i~ I~ / ;I ~ I _ , f. I i p ~ ~ y , ~ A,I ~ 150 1, ~ i ~ ~ ~ "L - 130' 130' i~ I a 130' o, 130'- Q d 130' 130' 0 3 a 145' i, 9~ )116' ROW it6' X15' _:w~, ~i !'~t 152" ~ ~L 130' 1JOl Il_ I ~ IL N
l l'~I CVO ~~~0~ l i D ~ qJ N ~ NI ~,A ~ ' ,~ti I#/ "°I
' I ~ - all i. v , N ~ i S V iA N ~ ~ i(1 J I ~ ~ _ `i I I "Y: 83 ~~~II~> s4 o~ 4T , 134 ~ 31 I 18 m 15, 2, o 31 I r18 15 2 1 i ~ i°` , ~ ~ \7 ~ 7 w 11 M: , ! . I . I I I ~
` ~ ~ 130' 130 ~ 130' 130'v ~ A 4 • 1 ~ I P ~ _ _ - ~ ~ ~ ~ : 151'x' I 130' 130' ~ 130 130' ~ 1'46 ~ ~ Fit 125" ~ ~ 125' ~ ~ , 116'1 ;
I.~ i ~ I I 11 I, I ~ I I I ~ I i i ~ I ~ i
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±1 , x ~ ( m 1 FH ~ ~ FH , f04' ~ 105... - 130' i` 130' 13d 130' 145' 'i ~ ~ ~ , ~ ~ -152' , ~ .130, - 130' 130' 130" N
_ 1 1 ;1oD'
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- - S/L- 89/t- ~ S/@ g~ , ~ ~ i I --tl~ 4255- 3338 ~ _ ~ v _~rt`
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J . 15 .1 , t~• ~ ! i6°•; - i ~ til s is , ~ +l ~ ~ , 1 f I) r ~f~l i l ~!u ~ 1 A ~ X320 1~, 3 , q'~ ~ ~ ~ I i I~, i ~ F` x 1 f N L 1 ,1 ^ ~ ~ • , i '
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i ~ 1~ o , ~i, ~ . ~ ( ~ - I ~ ~ , • ~ ~ :.,1.. e. ~ ;rt' , - 7 P d A~o1 ~ v V r 0~. i ~ ~I , I 1 ~ f 1 r , ~ ? , , ~ i. ~ ~ Zan ~9t. if
I _ , p ~ i s l { , ~ ~ :
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• ~ ~ , i I ~ ICI ~ i~ i 1 I ' ~ - ~ \ ~ ~ ~ ~ , ~ "nn - , I r i t--
7. Existing Ground Contour information was obtained from ROBERT STEI/ENSON LEAGUE A-54
Le 9enc . Legend the 1994, City of College Station Aerial Mapping Program.. , COLLEGE STATION, SRAZOS COUNTY, TEXAS
sU So P" 8. No lot shall have driveway access to Barron Rood, Southern
S/L - S/L - `Prc -so Proposed Storm Drain stem . Plantation, Alexandria Avenue or Newport Lame. MARCH 19, 2004 S/L - Pmnnsnd Sawar-Lir~ W Si7a _ Q KAin"MilIMQ141Ainn-QdAkA , Qanturmmenfc r,re ao+AW:elrn,i h„ ik. rfr-1 iir+r-n Ann„ eqnn i
w/L - w/L - Pct
.~.,•~~~.e•. Ph P"
zas Existing Contou
0 Proposed Sewe
Proposed Fire 1
cm Proposed Storn 13 Proposed Junci
Ii
11 I i hwa 6 I I 8 Stote H g y j ~ ~ ' ~i ~ ~ f ~ ~ r.~ i ~ ~ 0 f5 ~t 1 , ~ ~ I ~1 7 ( . . ~ Z ~ ~ .t ~
27R ~ 3R Im ~ 8 t I-•- ,~g0 8 9g, ✓ ~ I `~C ~ ~ 23 ry96~ ~ 24 ~ ~ ~ ~ ~ `~f / ~ 0~ / { ~ ry~ ~ Q rygR , `I~ ` ~
.ti ~ ~~W ~ ~ i ~ 11-20 ZL i i 8~-'`~9 f~ n f\~. /~13 ~ f~' ~ I i~~~
J ' ~ I' r _ ~ 9 ti, i
o . I 2R , ~ • Fnco o ~ r~
I I I I 1 i ~ i Longmire Drive n t s „ , i
Scale: 1 =120 ~ E a fir- I ~ I V 1~
I 1R 0 h2 , 1R ~ I 11 I
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S/L-••- SL- - - - - ! Proposed Sewer L1ne w size 8g ~ 2 1 13 ~ ( 1s t w/L w/~ - Proposed Water Line w/ size 13 Oi .II ~ ~ ~ 296 ~
Phase Bounds I 134' 116' I 115 ry ~ J ._'LJ-.
Pro a Une I I I p ~
-s 88 3 I 12 ~I 7 ea- Exlsting Contour Llne ~ I ~ 0 ~ ~
0 Proposed Sewer Manhole N I ~ .,133' I I m l 11 T 11115' ~ Proposed Fire Hydrant ~ 1 0 ( ~ ~
® Pro osed Storm Drain Inlet E ~ Q • I I a p 87 ~ ~ 4 ~ I 11,-., ~ 181
❑ Proposed Junction Box 0 ~ I ° N _ 1
`v j 129' 120' 1 5 27'
1 l ~ ~s ' ~ ~ 5 f0 ~ tl' 19
~ I~ y~, ~ ~ ` 0 0 c 103' 103' 100'
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I_ ~ 1 ~ 1 - ~ f n \ I 11 \25' 31g. 25' I ~ > 125' 25' I ~ 25' r I 12 ' 125' 115' I ~ ' W y ~ ~ ~ r~ f f I / I ~ z
l I ~ '1 'I I f I~ I I~ 2 I I I i ,1 ~ I 10 26 39~ 42 7 . 10( 23. _ 26 I , ~ ` ~ 1 I! 7. J 23 V r ~ J J ° n J J r `I ~ n \ ;
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I I { / n f0 n ' ~11' m 111' I I 130' ro 111' ~ 111' ro 126' ~ 125' I 1 125' 115' I ~ 1 132' 111' 111' ~ 111' I w r
90 I I ~ I I I ~ II
87 / 1 { q \ 6 ~ 11 I m 22 L • 27 I ~ 38 2Y ' 43 I 6 • 2T • 11 I ~ 22 ~ • 3 I 15 h ~ ° 20 b ,m ~ 2r r ~ I 1 I ~ \ I I I" ` ~ ~ l i c l I , I , I ~ ~1 I I 130' I 13D' I I 145' 115' ns
t ~ _../-I ~ Q 0 i 15 ~ I I 13D' ( ~ 13D' I 130' I I 13D' I 130' I I 130' 125' I 125' r 0~ ~ ~ ~ 'i
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' l b~ I I I ~ -•--21 I I I 28 ~ 37 I I I 44 N I 5 i I I I 12 I~ 21 yl I 28 m 4 ~ 14 0~ 1 21 8s \ 1 91 `i r5 I 12 I~ I t, I I I I ~ I , J I ~h I. I
} p ~ • ~ • I ° 130' I 130' 130' 3 130' 130' ; 130' 130 145' ~ 125 1 125' ~ ( 115' f 151' ; 130' 3 ! Q1 . on M a , w ~ ~ M W ~ bd1 .f v ~ I I t ~ W I I ~ ~I I c> v. I o
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e 5 92 l ~ ~ ~ 4\ (w I V ( • V I I ~e phOS I ~y, , ~ I. 0 I. V N I• ~ w/ m I ~ b a I V~ a m ro I 1 ! 1~ ' W 130' 130' ~ 130'1 I 130' 13t~' I 130' N 130' + 145' f ~ 125' (I - -125' - ~ L _115' •
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Q I s 51'~ I 130' 130' J f 130' ~ 130 I 130' 130' i 30' 130 \ I 1 i 3 3 111 5' 1J~, i I 1161 \ ,E 0 ! • ~ ~ .I Ie .I / 1 \ ~ ,I \ I„ •il / 1„ •II i a ~ \ / 1
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Station Ground C r Management Plan. COLLEGE STATION BRAZOS COUNTY
7. Existing Ground Contour Information was obtained from , , TEXAS
the 1994 City of College Station Aerial Mapping FEBRUARY, 2004 Program.
8. No lot shall have driveway access to Barron Road, SCALE- 1" = 120'
Alexandria Avenue or Newport Lane. 9. Minimum Building Setback Requirements are as defined SHEET OF 2
in the City of College Station Zoning Ordinance No. 1638.
10. Legend & Abbreviations: P.U.E. - Public Utility Easement P.D.E. - Public Drainage Easement Owner: Prepared B
Edward Froehling McClure Engineering, Inc.
3887 High Lonesome 1008 Woodcreek Dr., Suite 103 College Station, Tx 77845 College Station, Texas 77845
(979) 776-8266 (979) 693-3838
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t - - + , 10' City of Bryan Esmt. ~ `i ~ - - , -
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30 ~ 31 I m~' 532/197 2g7J I N ry .'I •p 29 ~ I • Q1~1~,, ~o A9enoy~ I~1 l~ ~ ~ ~ci~l,'c
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Zone This se ment of S rin C T' " " . fincast>~ Loon . - I I ( g p g reek rlbutary A <<
• _ ` is beyond, ttie' study limits of
ti ~ - - ~ FEMA FIRM No. 48041 C0205 D - } ~ Revised Feb. 9, 2000.
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Shenandoah Phase 8A ?s3 Under Construction 1 f I
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COLLEGE STA TION, SRAZOS COUNTY, TEXAS
MARCH, 2004
SCALE? I' = 120'
SHEET 2 OF 2
Owner: Prepared Bv:
Edward Froehling McClure Engineering, Inc.
3887 High Lonesome 1008 Woodcreek Dr., Suite 103 College Station, Tx 77845 College Station, Texas 77845
(979) 776-8266 (979) 693-3838
SHEN-PP2.dw
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