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j it t I Westfield 011age I --
LINE ,TAE�LE Phase 6
LiNE BEARING DISTANCE
L1 N 413346 E 70.00 ��
L2 S 41' 18'56" W dttlon
54.64' ,-
L3 S 41'18'56" W 70.00' i ; s
�' Victoria Ave.
J
ata rolrle
`- ♦ i !! � H 1i I t II S�paivlelon ii LD
E�UQt/E TABLE n.t
' y s.
f , '
Edetw � v
CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD `� i `i l t '
C1 90'00 QO 25.00 39.27 25.00 S 55'04 42 E 35.36 ! i ,; o t SCALE: 1 50 E
C2 38'00'00" 270.00' 179.07' 92.97 N 60'55'18" E 175.81'
CO
C3 5'05'47" 470.00' 41.81 20.92' N 4-4!28'12" E 41.79' Q , ♦ ; ; t ; / I
8
C4 5`42'09" 2030.00' 202.04' 101.10' S 44 W 201.96' j �► ♦ ? l ' /� J / I a s
C5 90'00'00' 25.00' 39.27' 25.00' N 86'18'56" E 35.36' �' �' `' , . ►J -' e'
C6 6 765.00' 90.55' 45.33' N 52'04'31 " W 90.50' - f j ' /, ` ! it I a w
C7 7'01'45" 835.00' 102.44' 51.28' S 51 E 102.37'
r °pose li ; �� Proposed Highway 40
d 8 . i
Location Ma
ci �; t /�
dip
It
4W ti',i ♦ ♦ ; t Prop. Park
ft 4W an do
♦ f / It +
/ r (4) 36" Pipe Culvert
Outlet Control Structure f %
I _ I 1
/� i
0 J J _/ 1 GENERAL N
{,1 r E ERAL OTES. _
��t r JAY •_ . _._, �..,.� i r' �, Q58 y A 1. Current Zoning: PDD -H
P • ;= ♦ I ,�% j = - ! ' -' x .,. ph 40 2. Proposed Land Use: 30 Residential Lots
,8�d tt ♦ ♦ • ''r' -: '. '!
Stoll % \ � ��iC� r}C r + i o Ac reage- 8.258
P oo v'd i P Righ s Acreage- 3.425
,t 3.
�85 of G i ♦ �; j;'�/ I field Ill Bi s Dedicated Par Acreage- 0.380
U�d r .r ♦� ♦ /' pE "' % %� ti �$t of 8 ..Acre 246 �Q> } Average A verage /Lot=
0.148
- k . Y W L 4. No Lot shall have driveway access to Victoria Avenue or Starlight Drive.
�i
J _ --
tio� ; tg o<r s Ly S„ 365 ? j / •? H 1 5 This portion of the Un -named tributary of the South Fork Lick Creek is
i .�� G — Q i',' x x< {, " of (PIG --' ! `30 . C lot ryo NOT in a SPECIAL FLOOD HAZARD AREA according to the Flood Insurance Rate
- u 1 tJ `n k,,, 4 v # 42
Maps for. Brazos Count Texas and Inco Areas, Ma Numbers
o
/ V ti f g ma e _ s t o m ' p P
Y�
{rF ! , K : - R' '� ' ^ 48041 CO182C 48041 CO200C & 48041 CO205C effective July 2 1992. The base
o Q ,� d ��� flood information shown was obtained from the study prepared by Harrison
'tT r � ''
- ___. -- � ; G � � t��,, ,,� z ; T . e •(7 � -_ ;_-- $ Hydrology ,Engineering." Inc., dated June 2000 in accordance with the
`, I - , p J '►X` J Y ` r, , ` „ Y y t a f ffi r _ --- - -...- - -- requirements of the 9 Stormwater Management Ordinance.
- .{it -}'r�i � ;,yt lx�r (�e,r , T : j s I i __-.....- q
( ! %• 5 3,- + r =4 Y / 1 !' io' Q J 6. ORIGIN OF BEARING SYSTEM: Bearings shown on this lot are based on Texas
O
— — — — — — — — — •. — — `., , 1 8 � A j 5 • ii 1 ” =_ r,�- _ a . r . _. ,i; �` c ,a,..v. , ..,z . ,,,� ?�. ,. g P
�9` — _. — — 'W — W i State Plane, Central Zone, NAD -83 datum in accordance with City of College
e WA_ a w/L b w/� e /L rr s /� A ; i Station 1994 GPS Control Monument No. 130.
f
+ �y + ` ` 41 7. Requested oversize participation items:
20 P.U.E. 4 0� t!t hfQ!/I �17Ve
!.' 9 ; d. Sewer Main
`. l ♦i j ►l , s •Cj �' (/n lien o o sidewa /k along thle st*st o _- _ B
,�' a r • �- , - - -- _ - _ Victoria Avenue
A
' ''� - 8 sha /l be constrr�cteo'1n Gret»wo / kI _ O _ -
i ( �1�8 I _�i p 1� / ��5 �, Y Y C1 8. Existing ground contours are based on City of College Station Aerial Mapping
t - - ' `! Q r ♦ 12 s/� s/�
to s/L �2 s /1. �+ R — 1s sji =�. _ _ — 12 sly 12 s — — —,2 s/t. — ' -� — Program (1994).
,•� !" ♦ / \ 40 9. Abbreviations:
A4 Public Utility Easement
18 17 16 i 15 ` r ! H.O.A. Home Owners Association
Q'1 - - CIO B.S.L. Building Setback Line
i
10' P.U.E.
j J ' 22 23 24 ��25 2 27 28 N ; _N7 w
♦
381 +� _
_ , -
`
Meadow Vlew Drive
:X�,� / — -- — - - -- -- - - -- ' - --� --�- -- - -- - --- -J m y 37 ;'
, m
113' 45' 45 / I D'
1 J ; 51' 45' _ `. -- 20' P.U.E. 4s' 114
—_� _ co �— _. — _ — _ _ — ' _ — _ _ — _. — — _ — _. — — —, , 1~' or Lot Line R r n
�- 55' (Min.) Re ea Lot U e
10 P.U.E. I' iJ X pl' i
1 f N , L10 ' 1 _� �' N E 36 c o
r ^`i` / , !
r
5'
I
Lq
I
w
4< I 20 19 18 17 16 15 i �)' ti I S `�s
W! e �. �C .- -��' f( ( I �/p y 1- _ V I a I I m
1 C t' o
ti,
I
N ��' Q� ; �'I �- l , f' ( I i f .i I .0 34
N i! )
. C
45' J 45 ,
d s/L —GSA—. s/L - — a / — a s/L --- — a s/L _. — e s/L -- a s/� 33 m
_
K
/ J
{ 8 -
/
p Snowdance Court 11 I m
od �, , I i 32
' j A 1. $ i
wI Base rrr } t '' a r -crib ,Wfl� a W� — a W /L� �y y�� ..� a W /l� a W /L� y� /�� y D WA I ,e i I
+ n � `" 45
1
Ge iitYY'cLy 45' 7 I
ee
` Public Street Public Street
I
N, rnon° MINIMUM BUILDING MINIMUM BUILDING
{
/ �' r :� �J' 41 7 S�' I� I _ 10 I nbe SETBACK REQUIREMENTS SETBACK REQUIREMENT
.Z S
i i . \ �; ,% / rl, /' r / " e C Y`0.11,� ' OR CORNER LOTS FOR INTERIOR LOTS
y o°
sc — m 4.
f t , 1/ 5 r •� .� ��;� {; 5 r i n',r ( 50' I LLI 0D 3 N 4 ' V
2 N ' °D
a.
.' ,! �` `' •� 1 y j� w nor I L ?
J fJ p
I i A r tip' ✓ Proposed j so I 10 P.W.E. _.. — NOT FOR RECORrD
e -- -
1 i i J ♦ _ j r ti ; �6d /C JGn I "� 45' 45' �e 45' i D ' \ .`
m e M /
.. �. - 0Of Acres — — -- W1i-
----- ---- -
f /
• 12 /� 1
t-
126' , 12 W/i
S
PRELIMINARY PLA T
W /L e\ .�, y"; /�... - _ •. I _ r, I�i�fnriis -d �anim °D
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Westfield tillage
�
LINE TABLE
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Phase 6
LINE - BEikRING DISTANCE
L1 N 41'33'46 E 70.00'
i
m
°
s (
a s 0
�t J
L2 S 41' 18'56" W 54.64'
L3 W 70.00'
\ � � `,,
f
$
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dWOr' e
�
S 41 18'56"
m
U , a
Victoria Ave.
1
I I d Protrie
on
CURVE TABLE
f
CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHORD
°
C 1 9Q 00 00 25.00 39.27 25,OQ S 55!04'42 E 35.36
♦ i j i i / i
I
If C f 12 ti
n li j I i
f
v Edetrt o v
III
W
SCALE: 1 "= 50' E
`� /
3
C2 38'00'00 270.00' 179.07' 92.97' N 60'55'18° E . 175.81'
/ j ,: r
It ;
E _
C3 5'05'47" 470.00' 41.81' 20.92' N 44'28' 12" E 41.79'
C4 542`09" 2030.00' 202.04' 101.10' S 4410'00" W 201.96'
/
/ � ; r j / /
do
co
. z
(I �
C5 90'OQ'00 25.00' 39.27' 25.00' N 86'18'56" E 35.36'
/
• • do
.
/
i
C6 6'46'55" 765.00' 90.55' 45.33' N 52'04'31" W 90.50`
C7 7'01 45 835.00 102.44 51.28 S 51'57 08 E 102.37
1
1
,
Proposed Highway 40
8p athw
`
Location Map
do
- < -.._ ., ♦
/
! .. I __ / Prop. Park
I, ! •- / / `'• X' Dedication
1
dr tin
t'
(4) 36 Pipe Culvert —t�
7
dop
-
,,
i Out /et Control Structure `;
f r
1 o�
f �
/,
'� - - ,. -
--
t 4v3
GENERAL NOTES:
I. Current Zonin
r
`- - 1 pn
e •
-
c
2. Proposed Land Use: 30 Residential Lots
G ' I
' . ' -'j►;'
_ .'
% ♦ `ma , -'' Vill oG{�
3. Phase Acreage- 8.258
Right -of -Way Acreage- 3.425
r / 11
Y f
t f i g d G�ty Blp S
o
Dedicated Park Acreage- 0.380
f ,
o ✓
46
I {r �e$ Lo t 8�g A 9 Z - �� : '
` S -
_
f - -
-^
-
4. No Lot shall s have dr 0.148 t Vi ctoria S
A South h Cr
/
�
tio j t ��,,.
G
f
� o � r �� _� i oil 3653, t t$�� -- � `. / 30
QyY y O pio g._..;
+
H i �
6
5. This ortion of the Un nmed ibuta of the Fork L ck Creek es
p tri buta r y
1 (
i •� --
�t pY
, of
- s (
$ I ru ., P
I
42
NOT in a SPECIAL FLOOD HAZARD AREA according to the Flood insurance Rate
Maps for Brazos County, Texas and Incorporated Areas, Map Numbers
��o i r% 0 a
o -Q <
lr s..r Y,x, x �; c
_ , s j
•"'Fta, r. L t�"4 ?-
y�
48041 CO182C, 48041 CO200C & 48041 CO205C effective July 2, 1992. The base
flood information shown was obtained from the study prepared by Harrison -
\ '
A i f
•
5
L c:4 a..
1 f " fi Z1 Yr. ` i
h I+d: � 1 . Y _,f1 �1.t 3ti •� 'l 1 } x:,. ` / I ::..J :.
S1 1
A - 3 C :.
1 '
`
lJ
H ydrology Engineering, inc.. dated June 2000 in accordance with the
requirements of the Storrnwater Management Ordinance.
_
- - - - - - - - -t— - -
^^ J
0 y f3 hid
C �,
xr t.' tu� �;
M , r +., ; :�7� i 1 :� � ,r ;,� �. 70'
Y "�� - s w/
_
-- - s w%L- -- - - s w/i --- - - e w /L- � 1.- T - - s w/�
i h
6. ORIGIN OF BEARING SYSTEM: Bearings shown on this plat are based on Texas
teal Zoe - d 'n
State Plane, Cen n , NAD 83 u i accordance with City of College
p ;. Q� - e t
• 20' P.U.E. ;. f • r �5
ti : ; '� , N/ ht Rain �hve
0 q r �.
�0 Ki _ (/n lieu o a s�dewa /k o/ang'llae street, o 1
►
1 41
__
Station 1994 GRS Control Monument No. 130.
7. Requested oversize participation items:
A. Sewer Main
B. Victoria Avenue
r
,� 8 pathwa shall be constructed m,Gree»wo / )
y
8. Existing ground contours are based on City of College Station Aerial Mapping
_ _ - , - -'(2 / s/L - - 1z S/L -
1z S/L - -�_�z s /L — - 12 s - 12 5 - 12 s/L -
S/L
t
y
ram .
Pro 1994 ,
t 4v
`C
9. Abbreviations:
- - - - -
98 17 16 15 14 r r '� .� f ., -' "t1` S' P.U.E. - - - - - - -
/ " -� .. 1 r; '
C ��.
P.U.E. Public Utility Easement
0 ation
B.S.L. Building Setback Line
z
t
,, i ti
�! j' tip%
V
; / f`
1 \ ;%
39
c
t'
/ /
\
22 23 24 r `25 27 28 i
'
j
SDi
o
_
�/ 21
26 29
t
o o
t l, � t i � , 1 � /� �
p
pop tl •,, 38'
-Sc
' _...
y � �
- -
Meadow mew Drive ' ;
1 lb
! h
- - --- 113' —_ - --
51'
445 — - - --- — 45 — - -•— i 4 0•
-\ 20;PUE. 45 114'
'
�
co 37
t- ti
-
t- -
! 10 P.U.E. :/
/ i'1
�— - - -- - -
- - -- - - -- _ -- -- _ ---- - - - - -- - - --
, �
ill CJ 14
I 'i
,
55 (M i n.) Rear Lot Line Rear lot Line
o
•.
Off'
; 10 Q , � b � � i i �!/
r I I
,.;
, �
5 ' � I
! �• Q�l e 4 r � Q � /'
• �o �` % --._a , ..�-� 'i '
I I 20 N 19
18 17 16 15 °' y'
N %
I
35
v ;
2Z
- �
r
I IN Cd
zi
9i
' 9
co
�
!L°'�
i —'
T4
L0
UR
r .
56' 45'
i r _ .8 SAT _ 8 5/L —
1 45'
. . — a , — a S/L — — 6 S/L — _ a S� — a S/L \ i i
33
o
�
f r ,u
Vt•
5'
, l AOF l _
co
" Z a Snowdonce Court
'O
f
Fry O Z k3 { w
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I
� 3
2
�t
I (l �� Base f�J� Q J ote5� rX :
^
-Iw . - , - a w/L- - - a
;
w /L- - w/L:- . - . _ a w / L- - -� a w / L- - w /L- - �, a wy
1
45'
,
(See G
45'
Pub Street Public Street
7 `x_ !t y
I 1\
` $ , *hx t
a �. I
I
3 o I
I
°' I
I
o f
an ,are
MINIMUM BUILDING MINIMUM BUILDING
h,4 ,� ,
` �''��. _ � x x s q Ji Ar
�°" �, ; ' � �� -p.� � •��� r '{
(8 N
7' 2
1 i
-_ I
8 - -•,
� J �-29 � -.�. i � ��
��
�
Comm en belt
�, are ��
a_ �
SETBACK REQUIREMENTS SETBACK REQUiREMENTS
O R CORN -
CORNER LOTS
E FOR INTERIOR LOTS
,,'
i r: ts 4 X-1 ,�z
X-1 - T's Ty Lr
_
> B G
a 2 3
�, �� ,�
4 5 7 �' �, '�, i
fi s s
R .o.w•
I I
h� F
B 9 �' d " P ev N
J
051
OT FOR R"EC
Proposed ' ^
�; 10' P X1. E. \
Ord 1
_SD
..
b
♦ 0 D 4 ic� Acres
r - . 1 s
'" "-- - 45'
a5 as' 10
4 4
- ,z w L
1
. `\ ,,f 128
.._ 12 w/L
Ill 77
j
Pfi1.jZ1Af1 PLAT
;! Ex W /Lt
—. -->` --
112 WA
(
�
V'ctora Avenue
xte�
8' Conc. Sidewalk • q
r � /
I
I r ,- �`
,j (Includes 6' Sidewalks along A _v
r ___- both sides of the street)
Fu ton Avenu
�c
r ' i
r �. �; / ter.- .� istlnYeru
WESTFIE VIL
- , ... _ ,
o , / A
oh � v - - _ > --`2'
y;ct It 1 7 �---: c °. ----r: .`- : 5
----
�-c- -� -
- -
- -
- - - - _ ._..
- - - -
j A5P X N Prop. 0.118 Acres ,,.
( C6
.Right -Of-Wa D
_ -
_
- -- 302 = __ N 4841"04" W 329.13
i
PHA SE 6
' 8' Conc. Sidewalk \
N at , 9s
45 3
I / _ \
i C? S
c y
i a ' f - - - -302 _ _- _..._._ _ _ -- �VtSjOt1
-- Lot 7 sU
F
; '
Legend
•
7 298 ACRES
��
N
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fFl Z� \$
.
I C I
, -�: ..
I w ,r /` : / Q id Pr°i3 8 pg. 5 � i `\ I
G+O N � 1
oilect
Suet
i(
1;
- . , - s�
SA
s� Proposed Storm Drain System
- s/L - Sewer Line
r
�$�6°
a�( Pg / (Vol. pl atted
�g �a " A _o
- - w/L
- - ROBERT STEVENSON LEAGUE A -54
-- w /L Water Line
e a
P . 00 9 Q9. 8�
tio.y of t
)
pried
I v o Zan
t Q
(
_ -
_ - Phase ,Boundary Y,
COLLEGE STATION, BRAZOS . COUNT TEXAS
Property Line or Right of Way
orr.
. 6t . 6� \o
ark # F o \ ` �a6 pig t Q
.l�0
t
--�-
SUBMITTED MARCH 24, 2003
-- Existing Contour Line
" REVISED: 2003
c ity ten }ion g�p�
0 Sewer Manhole :' ✓UNE 18,
ter
wo �
4 Fire Hydrant SCALE` 1 s 50
cm Storm Drain Inlet '
❑ Junction Box ,
De elo er.
Y R— Prepared Bv.
.QiND�C,�
CS Development Co. B op t C ! .McClure En ineerin , Inc.,
9 9 -
4090 .H. t
S 6 Sou . 1 1 008 Woodcreek Dr.. Suite- 103
.
Colle e , station., 77845 , , .
CI ia9 77 4
.. O i a $tatlOn Tex 85
e
6
0� 2 . 11 : <:
9 1 22 ext. .
e WS 9 69 33838 1 1
_
-.
.wfp8 PPAw9
-
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r
L /NE TABLE
LINE BEARING DISTANCE
L1 N 41'33'46 E 70.00'
L2 S 41' 18'56" W 54.64'
L3 S 41'18'56" W 70.00'
CURVE DELTA
C1 90'00'00"
C2 38
C3 5'05'47"
C4 5'42'09
C5 90
C6 6'46'55"
C7 T01'45"
C
RADIUS
25.00'
270.00'
470.00'
2030.00'
25.00'
765.00'
835.00'
URVE
LENGTH
39.27'
179.07'
41.81'
202.04'
39.27'
90.55'
102.44'
I&L
TANGENT CHORD. BRG.
25.00' S 55'04'42" E
92.97' N 60'55'18" E
20.92' N 44'28'12" E
101.10' S 44' 10'00" W
25.00' N 86'18'56" E
45.33' N 52'04'31" W
51.28' S 51'57'06" E
CHORD
35.36'
175.81'
41.79' ® ° 40
201.96' I ® ® °° do r ®l
35.36' S
90.50'
102.37'
..........
0
®
® ®®
�%
dp
® i
® (4) 36" Pipe Culvert -•�fi
Outlet Control Structure
/ a
J
P
° ,.
18 17 I 16
i
10' P.U.E.
Meadow View Drive
0
r
P ork t Facu
city pa ten
Wo ter
g ay e - 0 - 0 t _ -- - - -- /- - , a , N _- 149
e Id P °k
V ie , 60 / k � gst G't ; _ Bip cres 46
♦ o W Lo . j 129.)
3 53 at {e ?9 R
s
voi (PI
ea rj rp a
® •,'� / OQOge��tw 1 �' -. Prapas4d
®® � �p� 'jFo / Qt ,� � .Greenwc�,it lledisatrart ' �
0 � �� , G �� P� � r�`, < -• 9 �1L ,,, ._
-8 WA 8 W/L L 8 W/L
� 20' P.U.E. \ ` r
- `, 0 t\ k n Night Rain Dive
® I, �Q ay ` I ®' (In lieu of a sidewalk along the street, On
�Q� :. ! . •'�� ��5 8 pathway shall be constructed in GreenwoOpork) C1
`1 Q� ' ® v/ �� ��R - 12 S/L - 12 S/L - - 12 S/L ' - - 12 S - 12 S/L
V P.U.E.
/ 21 22 23 24 ^ '25 26 27
' ® *Gt`0 1 \ yt �, / - -- 113' - - -- - - - - - -- - 45' - -- - - - -- --
d
o `�o
� k ` \ ,
of �
j 302 ..___.__N 48'41'04 W - 329.13'
_.. 302
Lot 7 Pra P9 57
B p'd (vol PIatted,0"
Zone A
• I
T 8 S/LI- _- 8 S/L
Ex.' 8' S/L
I \)
- co
W� L
t
U
o •-
'
8•pot I
K
V� it
Prop. Park
Dedication
0.031 Acres
' I
43
���•
�O
/ 5
' 30
I ti 42
3k _ -
' .� to :r � ► _ _ .
70 '
-8 W /L- 8 W/
N got 1 41
�Ot
2 S/L - - 12 S/L - \' `'') Q�bit / I 40
y
' 39 � % mtt_ I b
I �.
V _ a (16 -00 0.
29 so' + I 38, �
I 38'
J7 AN,
I
60' '
f
sion�
e oC rut nxtgvenue
Victo a
re
Willet
stre I:
I I:
GENERAL NOTES:
1. Curren -
H
Current Zoning: PDD
9
2. Proposed I
P
Land Use: 30 Residential Lots
3- - Phase_'Acr _ . __,_ --
- sage - 7.298
Right -of -Way Acreage= 2.459
Dedicated Park t Greenway Acreage= 0.440
Average Average /Lot= 0.145
4. No Lot shall have driveway access to Victoria Avenue or Mountain Breeze Way.
5. This portion of the Un -named tributary of the South Fork Lick Creek is
NOT in a SPECIAL FLOOD HAZARD AREA according to the Flood Insurance Rate
Maps for Brazos County, Texas and Incorporated Areas, Map Numbers
48041 C0182C, 48041 CO200C & 48041 CO205D effective February 9, 2002. The base
flood information shown was obtained from the study prepared by Harrison
Hydrology Engineering, Inc., dated June 2000 in accordance with the
requirements of the Stormwater Management Ordinance.
6. ORIGIN OF BEARING SYSTEM: Bearings shown on this plat are based on Texas
State Plane, Central Zone, NAD -83 datum in accordance with City of College
Station 1994 GPS Control Monument No. 130.
7. Requested oversize participation items:
A. Sewer Main
B. Victoria Avenue
8. Existing ground contours are based on City of College Station Aerial Mapping
Program (1994).
9. Abbreviations:
P.U.E. Public Utility Easement
H.O.A. Home Owners Association
B.S.L. Building Setback Line
FILE.-COPY
55' (Min Rear Lot Line
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GENERAL NOTES:
1. Curren -
H
Current Zoning: PDD
9
2. Proposed I
P
Land Use: 30 Residential Lots
3- - Phase_'Acr _ . __,_ --
- sage - 7.298
Right -of -Way Acreage= 2.459
Dedicated Park t Greenway Acreage= 0.440
Average Average /Lot= 0.145
4. No Lot shall have driveway access to Victoria Avenue or Mountain Breeze Way.
5. This portion of the Un -named tributary of the South Fork Lick Creek is
NOT in a SPECIAL FLOOD HAZARD AREA according to the Flood Insurance Rate
Maps for Brazos County, Texas and Incorporated Areas, Map Numbers
48041 C0182C, 48041 CO200C & 48041 CO205D effective February 9, 2002. The base
flood information shown was obtained from the study prepared by Harrison
Hydrology Engineering, Inc., dated June 2000 in accordance with the
requirements of the Stormwater Management Ordinance.
6. ORIGIN OF BEARING SYSTEM: Bearings shown on this plat are based on Texas
State Plane, Central Zone, NAD -83 datum in accordance with City of College
Station 1994 GPS Control Monument No. 130.
7. Requested oversize participation items:
A. Sewer Main
B. Victoria Avenue
8. Existing ground contours are based on City of College Station Aerial Mapping
Program (1994).
9. Abbreviations:
P.U.E. Public Utility Easement
H.O.A. Home Owners Association
B.S.L. Building Setback Line
FILE.-COPY
55' (Min Rear Lot Line
V
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Vi
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Public Street
MINIMUM BUILDIN G
SETBACK REQUIREMENTS
FOR CORNER LOTS
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45'
Public Street
MINIMUM BUILDING
SETBACK REQUIREMENTS
NOT FOR RECORD
• �` I • •
Legend
SO So Proposed Storm Drain System
- • • - S/L - • • - S/L- Sewer Line
- • - w/L - • - w/L - Water Line
Phase Boundary
- - - - Property Line or Right of Way
-- C - - -- Existing Contour Line
O Sewer Manhole
•6- Fire Hydrant
® Storm Drain Inlet
❑ Junction Box
7 296 A CRES
ROBERT STEVENSON LEAGUE A -54
COLLEGE STATION, SRAZOS COUNTY, TEXAS
SUBMITTED. MARCH 24, 2003
REVISED: ✓UL Y 3, 2003
SCALE- I' = 50'
Owner /Developer: Prepared B�
BCS Development Co. McClure Engineering, Inc.
4090 S.H. 6 South 1008 Woodcreek Dr., Suite 103
Colle a Station, TX 77845 Colle a Station, Texas 77845
(979} 690 -1222 ext. 11 (979 693 -3838
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