HomeMy WebLinkAboutDRAWING j i /.. ".,
i f/.
1 1 ; , � '..
, � I � / I /* 11 Z 1,
�, " 11, I 11 /
- 1 , 1
�r // _
�/ � ��
�� . ;� I / N ":� �, .
o ��
0
N(A - C- Z
O O JO\
rnJ"'z�
o�
70o -0
1 �D
� -m-I
D =
�-<
- vv--o -- .vv-b 2-5 , 7` o X / °err- rwI( - -�- s gg3 ; (/ N x /- -1 �' {_ I ' 1 , I n z 1 I m v� I I', T T x ;' _... f i, " / �� \ \� 1 i O I i �O "-+ A t o D � lW I n N o / Dz O 10 , .�� - � ' c N i C (A f +I ip _ �, I � I � o° �I J ip
®� /'' � m I I I I N41 46 - 10 "E- 115.00' I 1 I I I I I m `f
- � i N41'46'10 "E- 115.00' N41'46'10 "E- 115.00' ��� - N4T 6'10 "E - 115.00'
I ' o > I -_-� T T - - - - !!! -
0 00 n I I r I ��_ -- -
/ , - ,1 %� , D I o �' to `�I I I Io I o I tv of i IC \I�;
�IJ.` D �``� I ( \I c n I� N I I J of I w I� N Ioc�
I 1 N41'46'10 "E- 115.00' I I 'I, I
I , y Z 0 \ I - - 0 N41'46'10 "E- 115.00' ! N41'46'10 "E- .115.00' ) N41' 6'10"E-115.00'
1 / ;I , I I I , -- I I -- 1 I I --
o o I
to I W °o i I N I W (o ( N ° o f I I Io \ �
,
/ - � (� to . I ° C., °1 I°
9>- /
r
I I\ 1 I 1 I"
. i > ` N 1'46'10 "E - 115.00' / I
I - - N41'46'10 "E- 115.00' N41'46'10 "E- 115.00' -- rn.
1
/ 1 I r i - - I N41'46'10 "E- 115.00'
1. -
x I __
D � , N I l- I of , } h � I �, I I . �I I- I�, -._ _I�,,.
rA z 4 0
Z N ' I v to I % .p c 0 ! N t (o rn I •OO I ( b rI ( I°o I o co I w
m a /,' N C I I hl J I° O _O I° 11 �, t O N bd m I I I W I I 'I . +; ii j O
�� , ' Z N rl 1--i ( 41'46 "E - 1 15.00' I I �� ( l I I � cn 1 I 1 - �� / / / o � ( ® ® I 0) w N41'46'10 "E 115.00 I I N41'46'10 "E- 115.00' f, Q i N41'46'10 "E- 115.00' 1.
- - - - -
`<
_ i
1 �
rn
/ f ..� I _ -._ .
J / D z o f \�� °1 _ C h Cd 0 10) I N � .1 �� i� to I� N 4 - -; ;D � Z 11 r _ _1 y c� � I I° I of it j Vl I o .p r of - 1 I c - - I� -- - m _ D D
-- I i ',
/ I . : m -_ I I Q o \_ 00 rn_
f m
I I N41'46'10 "E= 115.00' i ��1 I I „ I I 1 I I� O o -I Z
m - -I-
m W C N41'46 "E 115.00' N41 46 10 E 1 15.00' N41'46'10 "E- 115.00' D m =
I 1 A I rn 0 I W W I 1 0 ,, o 0 cn � .
Z A rnl I
�.. i - I.� a ► C ° 0_ _ II t�, 0) � _E I° 1 � . I ° 10 , " D � ca
o0 o z o '� o I o I N o o f o r _�
i \� I o f m I I Io o W 01 I do O C1 - v Io
r
I I I I _ m I I o =
.
f 11
j �-
�. 10 I N41'46'10 "E- 115.00' # i ( I I I , 1 F1�11 '10 "E - 11 r* �' 1° - _
` . - - I N41'46'10 "E- 11 5.00' N41' 46'10 "E- 115.00' I ( I I� X141'465.00' I O
�I I C, -- Iii -- f = -- D
o
I�oI �ol I i I I I I z CD 1 I I
\ . \ --, ----_.__-- �` �, cD o J ® al o to _. O Z N ;o o o IO m
.
�, �, I� I I . I g I C 00 7 9 o Ig J .i0
`t r
\ �/1 I N41`46 1Q "E - 115.00' I I I W ( - D `t' `t' '� 0
I N41'46'10 "E- 115.00' ( UiI N41'46'10 "El 115.00' I N41'46'10 "E- 115.00'
-- --
i III N z I i i , I I i . ._ - I * I
\ \ I to ( 00 , 0 0 00 I,o 00 t') N ol':, 1 � to Io 1.
`� \\ I I I la �o �I '-' of I °° Ig
� W n I I N41'46'10 "E -115. 0' I I- I I 1 I
, `t . f fn m m r I - - I - - . 41'48'10 "E - 115.00' ` I I N41'46'10 "E- 115.00' N41'46'1 0 "E - 115.00' � 11
_ \ o (�e � m
A�
z
1. \ , , * A m
xxc�r_ - - - -
-r =I - - 1 � I � I I I - I� � I °
__.. -- i
I
_� o I to ► o �} Ip, 0 1 o I 0) , jj,,� �, , to Cal
-- '
n co : m I I° I ° I (t ' b D I o 1 �_ . _. _ _., of �; m `C? to
NNERmigm
- \ zr c 00D - I I I cn 1. A I ' .
C W . �) I I
i ,� m 0) W m D I N41' 46'10 "E- 115.00' rn J - - -
- -
1 i A
N41'46'10 "E 115.00' N41' 46'10 "E 115.00' 1 I °' I �rN41'46'10 "E 1T5.00' 1 * I .
% \�mm I I I I 1 z --
1, m.
�. °° Z Z I I 1 N
I \ --j � D- m\ I o I _, ° I I mr :�1 I 1�, 1
_ \ _ D r �l rt °1 (o � o o � O
M � I I° 1 0 0 1, ® I of I �o o f �1� I o ICO _�
o < ' 111 I i L, I �, I I i i to - i .s `.., V l I v I _ Ii , I I c � - + N41' 46'10 "E_115.00' ( -
I
N O 0 C7 ( I 10 �, N41'46'10 "E_115.00' I 1 N41'46'10 ° E_115.00': 1 ( , I M 1.
Is y - - W�
- '_.. -- c O o O
I� N41'46'10 "E 115.00'
-
\ �,`� ° n m I �1 °I I b 1 I 1 1 i 1 I ,
-- - - -- - '
" `� _n 0 I o ( ~ of o "� (o oI �o IO �
i� A ►.-�
\ �. ,.. � � '0_�- -Z -___ I �"� °0- �1 to ' r �-+ o oI I � � � Io Ip _ '
1
o � ~ I
m I C.3'1
I.,
'� o
1
�\ \ ' "
.,`` // N41'4610 _115.0 �� I I I -
'. I - r , r
I o 1 I '
E o' I i I I
"
` r D - / \ I �r u E: I N41'46'10 "E- 115.00' N41'46'1Q" � 115. 0' N41'46'10 "E- 115.00'
-\ / ° I mm -- ( I -- . I A . . , °. I r - t ,-1 A-� 0 ,(N
r
-\ P (::) a) ,- ' - _-i.. A' N N 'v N f N _..
r \ '° / ° Ir- N 0 D m tV I g I = I+ of 1 � ,--tom IU -
.
I to
o'
, m m �l i i p
cn m --
� / mx I I I I - ,; - I 1. � ° O r N �. N41'46'10 "E- 110_51_ I S41'46'10 "W= 115.00' (_ S41_46'1 W- 115.00'
J I - / A Z \ - _ _ I Lr` I t - - -� - - t� l - N 1 46' 10 "E_115.00'
W _
c > - c
_ __ _ _ _
1 . 1 " - m m \ \\ � �
1.
. / Q -, ., ` 1 001 I 1 � - ' 1 11 1 A ° v ! I � 0, r- N I-!
o ,'v
Ln ` `, \ /a�, 0 of I o w o �� Fj of o l0 - , w t
to I o I
.Z�ID ' , 1 1 / / j I I I m m I ° I � �� o I c I .1 O \
0
I` ( I I
\ , / °,� m O C) _0 I � Om > I _ Om N f� m I -1 V; I = m
D
0 / _- z O:1 i I W in I cn m A („ I! z.tn
1
1 1
Z / - ® I I r l a - N 41'46 1,0 E - 115.00' 1 m u' N41'46'10 "E -1. 15.00' F _ = -< U) I cn N41'46'10 "E- 11 5.00'
�, co �' N41 '46'10 "E- 104:97 ° m o z - - - �A, -
y
/ D o -- I 1 I A I 1. o _ _ - . - -- - - - -- - - -
-_- - U, to 0) ...
W v rn 0 oA z E Q
C , I I I ml " i i�
v Imo°- °
♦ 0 -+ m m , . I I U! '� C o c ( -0 z m r- 1 1 -� --j,. o -P . in
O> [_ ( 1 N I 1 ` i � I I v -j v m A m m Z 10
--{ L- \ m -i m -r r
\ > > I / - 7')- , m 4�; �h _ ar - --
,,
Ah
m
/ / \ \\ \\ I l� `��, yy -� Lauren 1 v E7
----- . / I I �
V � I rm ,. i 27' B -B ASP�i�V✓50' ROW m ' . m; '
� C 11 ° o- m � 1 I m 0 - 5 ., -5 -8 ----- - - - - -- - aN4 -46 � '�36- �- 1'c - - - -- -s -- --
i', / }�, 0
�, t/7.- I 4�% / / • '� si / ; 60.21' 60.00' - 60.00' - - 60.00' - - 60.00' - - 65.00' ,
Al .
;a I / 1, m -D c x I .. oti �- "
/ %# _ N X CD ``� a p0 c, % 47.4 zzQ r tol CO r- 1 O N... - � _/ v i z w v m L') z z z 0'.
. - i ; � - �6 / 0 n Co O W Oo W fn
n �.�.{
yC \� z o r m W W _ _ m
N �/ ,./ � ° r w w A
/ �. i i m \, C - _ - I O \ y / -0 m A v vtl I li : V ; ( A l 0 -s
h, I
r+- .. r / v C r I, C z I O 1-+ ® . *" E _ r _ I.
I i �.y w �-' c,; o A v I o tQ cn
/ � -
/ `\ ' � � V . 00 - C M ,\ \;� / m I° m v..p .._I J I f Qp I f o , .; O m i '-' 0 1
rm,mm / / I Z/j m \ D � l� �+Q�' /\ \ o R. m I N I � � r •-j 1 � y NP - m . - .. c
til Cb o
z / \ _
�'° o �� a 1j / q \\ \ - - -- - -- - - -- - - - 60.05' - 65.05'
K . . , I
j �; y / f '° \ Og' 60.05' 60.0 4
/ / , / c 60.05' - - S 9'29 25.3 __ - - % ,�
60 �4 1'. o
/
m
/ o� - _ 11 ' 3 "W
., -- r . -
- �,.
--
o - , _ .
-
cn °`
��:�__--`I - _/ / / ,� . , - "I
-- - . ,�4�,
_. _ 111-1
- --
�< /
t _ _ t ��.� 2 L1 I - ,�
L . --:�I� .. -
- 11 .... 1-1 -- - ® mQ mQ . ". .1
V. 0 10 rd e � .n ...
C -s O ZDWN Q__ to to _ __1 38 24 23 ���° _ b �� s
- -_
;a �, / \ N N -- c� j rn >R. --c O �"
OW O ° ��\ '�'N r b� .-- s
m< t-� � h ��; m \ODZ �O -< 0) � � ,°�- o
o
o ;. , ° w ° o b m N m �° ---I z ._ -_
I <
I �o Cj } ` s` ', D UNi b O m W Z I-` . C . W ��..� -
. . � 1 �, o m o � try � o °.�°° -> , - l
N � I n ° b t� � - . I ; 11
�! -1 r - ,
m " - - �1
0 s
�: �� -
1 4�-- � ': > I I c ' O \ °�"'
.
mmm . j � `,. , \ /
°` �, ° I
rrr - F
) C
Om
OC
O
0
Z0
00OOZ
r
N N
-I
O
U
P
W
N
F
Z
CD ;
-1
C7
co 00
-
0 r
ooy0
om -0.
O
r r
00
m
•
;a
0 U)
L/)>
Koo
3
�
P o�
M
0 00 0
C;
X, x
) �T7
I
"
O
-P
ai m
-I n
x
-q'°
x
M
(-
z y
W
O
cD
cD
c,,
Cn
Z
Z
6 'rn ° oomo • ( W,,
K
w
0 0 -
-I D
(n
0
�
o
D z
-.L N
U)
C C
0
m
C
D
z
Fq
Lo
N M
N
" N
� 00
_
N
o
z 0
m
0 <
-� m
cn
_I
m
cn O
0
0
J0 0
1
D
m�
M
O
O D
-�
m
� m
-n
-I
mr
oo
r
O
DO
o
0
Z
F-
O
� -0o
_
Z
Z
(n
to
Z
Z
cn<
N
P"
-I-
-4
O
-;�
(A
W
Q7
m
0
0
cn
q
00
q
CO
0
0
0
0
0
0
0
-
0
C
Z
G)
0 1
a
01
tc
W
-rP
00
;u
-
0
O
O
ci
00
W
Q)
U
tD
N
(A
z
n
m
m
U)
_
- 00 � -1
W 0
G
o
mTt
I'r1
0 Z
Z r 0 Ln
0
�<
.�
\
Z "-D
M
-`
--a
n 0 m
00
\
-i
I
=
- M D
00
) C
Om
OC
O
0
Z0
00OOZ
00 03
N N
(-)
O
CD z <
m D
M 0
-,
. <
to o ,m
CD ;
-1
C7
co 00
-
0 r
ooy0
om -0.
O
r r
00
CD
•
;a
0 U)
L/)>
Koo
3
�
P o�
M
0 00 0
C;
X, x
) �T7
I
-•
b K
IV''
ai m
-I n
x
-q'°
x
M O
o
o
z y
00
o
�-'.
-
cA (n
O M 01
��
� 0
OO
K
w
0 0 -
-I D
(n
0
o
o
D z
-.L N
C z mm� (D Z
s �
•
Om
x
O
0
Z0
C
0o
N N
(-)
O
X
_
M 0
-,
C0
X
D
go
D
w
0 ?
°0 r-
0
0
CD
•
;a
0 U)
L/)>
Koo
o
m
0 c
0 00 0
C;
X, x
D
O
0 m
-P- w
gy
V J
ai m
C
r r
M
o
o
z y
00
z
�-'.
-
cA (n
O M 01
��
D
oz
K
N
G) -C
mM
-I -I
Zo
0
m
= -r
c
W
U)
C C
0
m
C
D
z
z
0
Lo
N M
N
" N
� 00
_
•
0.
1
1:
0
Z0
0 n
N
N N
a) r 0
O
11
_
m
m
r C/)
X
X
K
go
n
w
•
Z
O l a
0
CD
•
;a
=
U)
- 0oW N m
�r - -
�
O
p0
moo
0
Z0
0 n
N
N N
a) r 0
O
OZ � C._
_
m
m
r C/)
X
X
K
<-{
=
n
rD
D
Wiz=
Z
O l a
0
CD
CO
;a
=
U)
Koo
o
m
- �I
0
D
I
I
o�
;a M
��-
m
P> *U)
M
o
o
m: o
m
z
n
o
==
O M 01
m
m
D
oz
K
X
o
G) -C
mM
m
Zo
D
o
c
c
W
U)
r
cn 00
0
m
Z
r o
r1"*
z
z
0
Lo
N M
O
�
_
N
o
z 0
m
0 <
-� m
cn
_I
m
cn O
0
0
J0 0
1
1
m�
M
O
O D
-�
m
� m
-n
-I
mr
oo
r
O
DO
o
0
Z
T
O
� -0o
_
0 �
�
w
� =
z
�
cn<
N
rn
N
m
m
cn
cn
cn
cn
cn
0
0
cn
U,
m
-0
0000000000
0
D -'
�0
Co
00
�I
--� Q)
m
t/7
P
D.
W
U 0 N
mX.
(n -
-1'
C)
OZ � C._
_
n
n
n
-�
n
n
n
n
n
c
m
0
CD
CO
J
m
CP
P
W
N
-'
<
00 � 00 r� Ui
r
o�
R'
o�
o
��-
pm
cn
m
7
( X 00 f o *� -i�
rnz
m
z
-z
o
=NO
(AZ
fly
rt
_
m
_
W_0
N
C)
---A
r
Zo
O
t
c
c
W
.
NO
.
p
p
z
O -�C
D t D
r
rn
r�T)mr�i�m f�Tl fT P�TI
0X:0 0;)_{MX��10�
G)_
D
_
-<
I 0
CM _
r M
�
_I
m
v�vv:ICn
z � -0 - U -' - -0 -0
o mmc z i)®� cznoz�mo-
in
- �
-
n in
0
cn
=
m cn
N I N
K m
m�
O
O D
-�
z x0 -.-
z
_
m r
r
H
m
0
O07Z
n0
DD mD
00
"�
C
z
.P, -0
=
O
� -0o
_
N
N
N
N
N
N
0
V 0
N
N
N
m
cn
cn
cn
cn
cn
cn
O
Cn
cn
U,
D
r
-0
0000000000
0
0
0
0
0
0
0
0
0
0
C
Z
G)
_
O
D
Z
\
O
- n
V)-
<
-
-
-
U)
o
D m�
Z
D
G)
n
m
m
U)
_
- 00 � -1
W 0
G
o
mTt
I'r1
0 Z
Z r 0 Ln
M
o
�<
.�
\
Z "-D
M
-`
--a
n 0 m
00
\
-i
I
=
- M D
00
tD
tD
tD
00
W
0-q
W
O
tD
-1
C
cD
O
O
o
co
O)
N
m
0
0
o
o
m
0
C
0
0)
nn0
_0
0 D M0
-;�
-<
oA
O
f
D
0
t0
Qi
W
C
O
n
r-
-Di T
N
O
O
P
N
N
m -r
N
O
P
D
('I'I
00000cn
= m N
m
=
=
'
C/)
NCz
-)
o
?�: � vZ
r
I n
-q
;7D
D
0
o
D
:
=
=
=
M
m
cD A
Np
Nm� Z.
ODD
(n
O
U
-v
r<
Z
C m
o
�
�
D
=
���°°�oo��
m
_0
-
r r
M
z
co
m
Z
0.
o
C
, ::
O;
P
co
{'
° o
o
m
m
.
"o
Z
C)
Ur
O
O
O
Ui
cD
o
O
O
01
U
0
DD
O
00
O
07
W
0o
N
0p
O�
(:�
W
per)
L,!
1:
-'
--P
C,
rn
(-,
�
0
0
0
0
o
0
o
Z
O
D -'
�0
Co
00
�I
--� Q)
m
t/7
P
D.
W
U 0 N
mX.
(n -
-1'
Z
Io
OZ � C._
_
c
cn �
0
-�
_
o
_+ -
m - -
�N
G) m
rrr
m
= G) n m 0 C7 CO D p
Z-+
r rt 0
<
D p
m
z 70 -i
Z m
-0
=0°
-cni
-
00 � 00 r� Ui
r
o�
R'
o�
o
��-
pm
cn
m
7
( X 00 f o *� -i�
rnz
O
z
-z
o
=NO
(AZ
fly
rt
cn
m
�r II�iI ir - 'n
ZrrrOr =rr8ro
- C
W_0
N
C)
---A
fp
Zo
DN
zOZ
G7
D-i
l
C
:d
000 Orloo. m
C C) C) I�Tt(
NO
(n
m
D
=
Dri
O -�C
D t D
r
rn
r�T)mr�i�m f�Tl fT P�TI
0X:0 0;)_{MX��10�
G)_
D
_
-<
I 0
CM _
r M
�
_I
m
�
m
z � -0 - U -' - -0 -0
o mmc z i)®� cznoz�mo-
in
- �
=
0
n in
0
cn
=
m cn
N I N
K m
m�
o
��
cf)
O
Z
�00
>00
V._C17 -NC0_�
--j
D
*
z
� -r
�D
0
�
0
z- N
z
N=
0
'i
o
m�NN
0 0
O m N
����
r
r
z �
Z
�mD
0
Z-+
r rt 0
0
N N
� 1
v)
G7
-"'im
x 0 D ;d
-0
O
c�
N vrn z <
o�
Z
D
D
n
O
�
�
cn
�
O
z
D
O
N
-n
O
O
w�
) z
-c
rm-
r
m -
(n Co
-
0
��'
:d
r
�-
-U=
m
rz
mm
0
>r-
O
z
T
m
m
G7
O z D r
D
OZZOZ..
x
m
C0
Z
D
m
0r1
Z
0-0
m
m
-n
`.� --<<=
-
m Am -t'C
N =t
Iv
"r1
O
O D
m
z x0 -.-
z
_
m r
r
H
m
0
O07Z
n0
DD mD
00
"�
C
z
.P, -0
D
r
O
� -0o
_
cn
co
m
Z
� N r
m r m to
m
D
� 5> O
Z
m
0
V 0
D O
z g
D
m
00 n
�
-1 D
N- n
D
m
N
Or
Z
0
rzm
N
m`-' n m
o Z
D
r
-0
I
*0„0
0
---10
=�
-'
..
<
m
0
N
-U O m
C) m z
G)
O
o
�
O
° r
Z
G)
DM
N --r D
O
D
Z
\
O
- n
V)-
<
:� � n
r M
M
W 0
o
D m�
Z
D
G)
n
m
m
U)
_
- 00 � -1
W 0
G
o
mTt
I'r1
0 Z
Z r 0 Ln
M
o
�<
.�
\
Z "-D
M
z
--a
n 0 m
00
\
-i
I
=
- M D
r
0
0
Or
N
_0
0-q
0
(A -V s tn
G)
-1
0�
m
o
-0�
41
- O D
DMZ
-9
D c7 (n
zcn mz
=
om
D
o
m
N
z 0 m
--i
=
0
0)
nn0
_0
0 D M0
C)0
-<
oA
Z
f
D
o
m
...
coo
Zm
o z o
o Or
n
r
-Di T
cD
.� O
C/)
c�
Z
O
m -r
z
o m -
D
N
N n
cD
= m N
m
cn
O�
C/)
NCz
-)
o
?�: � vZ
r
I n
-q
;7D
D
0
o
D
z5
O
�
.. G7
-pZ o
0
rm
M
m
cD A
Np
Nm� Z.
ODD
(n
O
U
-v
r<
Z
C m
o
D
O Z
n
=
z r
m
_0
-
r r
M
n
00
m
Z
0.
o
' N 3 o
S Y --` -
z
U
o 1
8 ��
�0
.
O
p _0
m
-0
co
m
m
0
m
• -c
O�
�
-+
m05m
0
'i
_
--I
0 0
z
xx
N
-
0
C)
- vmm'v Q � � 0
A x xA
0
A
Z
O V) N O Y) O O O
v -d �-v� -v v m
��
N N
� 1
v)
A
C))
-0
m
c�
N vrn z <
f=rl
Om
D
D
n
O
�
�
cn
�
O
z
D
O
N
-n
O
O
w�
) z
-c
rm-
r
m -
o
-
0
��'
Om
I
Ln ' , I
�-
• --1
-H
:T1
q� I
O 8 y i
mm
0
N
=
I o n
m
G7
:0
a:
', '
s
I
n
I ' 1
O
m
m
= Om
O
0
I
I
r
MT ?t ' r -v - M -o v mo
m *-o X 0 0
T
m
�
N
, m, 1
Cf)
D
*=
m
A o - - D D
z
Z D
r r
2
m
N y N m
� N r
m r m to
C)
oC
I I
r
m
0
�
m
m 2
r C
tf)
x D m
I/�
C m
.
z
rn
M
Z
.
v
1I1 I i
,'
I I
I
I
!
.
I.,
I.
, I I
'i
I I @ I
i
1
I 1 I
il J ` I
I
+
i
!
- vmm'v Q � � 0
A x xA
0
: Q
O V) N O Y) O O O
v -d �-v� -v v m
��
N N
� 1
C))
0 n
N CZ °
m
c�
N vrn z <
°po z z
rrI
�i I O r- m z K
- O o
r n --A � z
A m
T. Z --j r
m
v z
z
x�
0
Z
M m
m -
' I
-
I
I
Ln ' , I
�-
I
q� I
O 8 y i
' U
iz
=
I o n
1
I
', '
s
I
I ' 1
}
I
I I I
S
I
I
MT ?t ' r -v - M -o v mo
m *-o X 0 0
T
m
m m -n m
o o O N
-t ' '
z D m O Z O O O
, m, 1
c��m0000 0
b c
0
°
-
rzz
A o - - D D
z
Z D
r r
m A K � A
N y N m
� N r
m r m to
�
O
I I
r
m
° o m m
z
O
o o
m 9 r �
m 2
r C
x D m
I/�
C m
m
rn
m
v
r
GJ
Z
0
`
�
.''
/
/
)
/
i
'
CHURCH
|
' |
/ ���E�AY |
/
| /
�
m/r |
JOHN MCCARTHY /
17.56 AC. TRACT
3O97/12U
ZONED ° R-1" |
Fill'
�
�
�
�
'
IMMEM
11
COLE ND
CAL D
TRACT 1 299
4 0
OF
---'
.___.. R. -W-
REMAINDER OF �ALLED
� 3OO'OO ACRE T -'
* T --
l334/J25 `
ZONED ^ A-0"
\
�.
0 ^�
�
�^�' \ '
�-�
| ���
L
\ �� FLOODWAY AREA-,,OF
/ A
EXISTING CONTOUR (MAJOR)
LENGTH
EXISTING DRAINAGE FLOWLINE
RADIUS
EXIS71NG CONTOUR (MINOR)
TANGENT
FLOODPLAIN LIMITS - ZONE AE
63.10'
N38*14'39"E
L3
_-
S48*33'36"E
PLAT BOUNDARY
49.80'
FLOODWAY LIMITS
ROW LINE
13ASE FLOOD ELEvA
13.16'
EDGE OF PAVEMENT LINE
PROPOSED SANITARY SEVER LINE
PROPERTY LINE
PROPOSED WATER LINE
0
PROPERTY CORNER
ST ST
PROPOSED STORM SEWER LINE
EXISTING EASEMENT
E
EXISTING OVERHEAD ELECTRICAL LINE
PROPOSED PUBLIC UTILITY EASEMENT
PROPOSED STORM INLET
EXISTING UNDERGROUND PHONE LINE
FLOW DIRECTION
EXISTING SIDEWALK
woFH
FIRE HYDRANT
PROPOSED SIDEWALK
0
SANITARY SEWER MANHOIF
i
'
CHURCH
|
' |
/ ���E�AY |
/
| /
�
m/r |
JOHN MCCARTHY /
17.56 AC. TRACT
3O97/12U
ZONED ° R-1" |
Fill'
�
�
�
�
'
IMMEM
11
COLE ND
CAL D
TRACT 1 299
4 0
OF
---'
.___.. R. -W-
REMAINDER OF �ALLED
� 3OO'OO ACRE T -'
* T --
l334/J25 `
ZONED ^ A-0"
\
�.
0 ^�
�
�^�' \ '
�-�
| ���
L
\ �� FLOODWAY AREA-,,OF
/ A
LINE
LENGTH
BEARING
RADIUS
DELTA
TANGENT
L2
63.10'
N38*14'39"E
L3
_-
S48*33'36"E
L4
49.80'
S05*09'38"F
L6
�
�
�
�
'
IMMEM
11
COLE ND
CAL D
TRACT 1 299
4 0
OF
---'
.___.. R. -W-
REMAINDER OF �ALLED
� 3OO'OO ACRE T -'
* T --
l334/J25 `
ZONED ^ A-0"
\
�.
0 ^�
�
�^�' \ '
�-�
| ���
L
\ �� FLOODWAY AREA-,,OF
/ A
N-ff E S -.
1, THE BEARING SYSTEM SHOWN HEREON 8 BASED ON GRID NORTH AS ESTABLISHED FROM CITY OF COLLEGE
STAT G.P.S. MONUMENTS.
'
2. ' .LOT 1 8L{KCK 1 (5�.21 ACRES} IS ZONED A-P, ADWINISTRKDYE-PR0FE3Sk2Kfi'�. THE RE�,JANDB7 0E- TH1
PW}PERTY IS ZONED R-1, RESIDENTIAL EXCEPT FOR THE FLOOD ZONE "AE" AREA WHICH WILL
REMAIN WITH AN A-8 ZONING DESIGNAT THIS WAS A CONDITION OF THE REZONING REQUEST.
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1894 FOR THE CITY OF COLLEGE STATION.
4. A PORTION OF THIS TRACT IS VY[FH|N A SPECIAL FLOOD HAZARD AREA ACCORDING T0 THE FLOOD INSURANCE
RATE MAP (F.|.R.M.) COMMUNITY PANEL NO. 48041CO163. EFFECTIVE DATE 2-9-2000.
b. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
G. OWNERSHIP OF THIS TRACT IS BY THE FOLLOWING DEEDS IN THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY,
TEXAS: VOL. 322/PG. 41, VOL. 343/PG. 284, AND VOL. 308/PG. 906.
7. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT AS PER CITY SPECS AND DESIGN.
B. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLE(S). DEVELOPER INSTALLS FIRST
10'. CITY INSTALLS REMAINDER.
C. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY
THE C[P/
> )
D. DEVELOPER PROVIDES DIGITAL AUTOCAD 2002 VERSION OF PLAT AND/0R SITE PLAN. EMA
TO R8OUN@CBTX.QOV.
E. DEVELOPER INSTALLS STREET LIGHTING PER O|Tf SPECS AND DESIGN.
F. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES.
G. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES
(INCLUDING STREET UQHT\NQ\
H. DEVELOPER IS RESPONSIBLE FOR OBTAINING A 10' PUE ALONG NORTH FOREST PARKWAY ON THE
STEPHEN M. S0ED8H TRACT. ELECTRIC SERVICE WILL BE PROVIDED FROM ELECTRIC OVERHEAD
.
LINE EXTENSION FROM THE EAST AT EMERALD FOREST.
`^
|
8.THE BLANKET EASEMENT 0 THE CITY OF BRYAN (VOL 141/PG. 460) DOES APPLY 0 THIS TRACT.
Q. GULF STATES UTILITIES COMPANY EASEMENT (VOL. 130/pG. 223) DOES NOT APPLY TO THIS TRACT
10. THE BLANKET EASEMENT TO HUMBLE PIPELINE (VOL. 40/PG. 31) DOES APPLY TO THIS TRACT,
ALTHOUGH THE ACTUAL PIPELINE DOES NOT CROSS THIS TRACT.
FLOODPLAIN NOTES:
1. FLOOD ZONE "AE" - SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD. BASE FLOOD
ELEVATIONS DETERMINED.
2. FLOOD ZONE ^X^ UNSHADED - AREAS DETERMINED TO BE OUTS 500-YEAR FLOOD PLAIN.
3. FLOOD ZONE "X" SHADED - AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE
DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS
PROTECTED BY LEVEES FROM 100-YEAR FLOOD.
LINE TABLE
LINE
LENGTH
BEARING
RADIUS
DELTA
TANGENT
L2
63.10'
N38*14'39"E
L3
_-
S48*33'36"E
L4
49.80'
S05*09'38"F
L6
13.16'
N41*46'10"E
N-ff E S -.
1, THE BEARING SYSTEM SHOWN HEREON 8 BASED ON GRID NORTH AS ESTABLISHED FROM CITY OF COLLEGE
STAT G.P.S. MONUMENTS.
'
2. ' .LOT 1 8L{KCK 1 (5�.21 ACRES} IS ZONED A-P, ADWINISTRKDYE-PR0FE3Sk2Kfi'�. THE RE�,JANDB7 0E- TH1
PW}PERTY IS ZONED R-1, RESIDENTIAL EXCEPT FOR THE FLOOD ZONE "AE" AREA WHICH WILL
REMAIN WITH AN A-8 ZONING DESIGNAT THIS WAS A CONDITION OF THE REZONING REQUEST.
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1894 FOR THE CITY OF COLLEGE STATION.
4. A PORTION OF THIS TRACT IS VY[FH|N A SPECIAL FLOOD HAZARD AREA ACCORDING T0 THE FLOOD INSURANCE
RATE MAP (F.|.R.M.) COMMUNITY PANEL NO. 48041CO163. EFFECTIVE DATE 2-9-2000.
b. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS.
G. OWNERSHIP OF THIS TRACT IS BY THE FOLLOWING DEEDS IN THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY,
TEXAS: VOL. 322/PG. 41, VOL. 343/PG. 284, AND VOL. 308/PG. 906.
7. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT AS PER CITY SPECS AND DESIGN.
B. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLE(S). DEVELOPER INSTALLS FIRST
10'. CITY INSTALLS REMAINDER.
C. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY
THE C[P/
> )
D. DEVELOPER PROVIDES DIGITAL AUTOCAD 2002 VERSION OF PLAT AND/0R SITE PLAN. EMA
TO R8OUN@CBTX.QOV.
E. DEVELOPER INSTALLS STREET LIGHTING PER O|Tf SPECS AND DESIGN.
F. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES.
G. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES
(INCLUDING STREET UQHT\NQ\
H. DEVELOPER IS RESPONSIBLE FOR OBTAINING A 10' PUE ALONG NORTH FOREST PARKWAY ON THE
STEPHEN M. S0ED8H TRACT. ELECTRIC SERVICE WILL BE PROVIDED FROM ELECTRIC OVERHEAD
.
LINE EXTENSION FROM THE EAST AT EMERALD FOREST.
`^
|
8.THE BLANKET EASEMENT 0 THE CITY OF BRYAN (VOL 141/PG. 460) DOES APPLY 0 THIS TRACT.
Q. GULF STATES UTILITIES COMPANY EASEMENT (VOL. 130/pG. 223) DOES NOT APPLY TO THIS TRACT
10. THE BLANKET EASEMENT TO HUMBLE PIPELINE (VOL. 40/PG. 31) DOES APPLY TO THIS TRACT,
ALTHOUGH THE ACTUAL PIPELINE DOES NOT CROSS THIS TRACT.
FLOODPLAIN NOTES:
1. FLOOD ZONE "AE" - SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD. BASE FLOOD
ELEVATIONS DETERMINED.
2. FLOOD ZONE ^X^ UNSHADED - AREAS DETERMINED TO BE OUTS 500-YEAR FLOOD PLAIN.
3. FLOOD ZONE "X" SHADED - AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE
DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS
PROTECTED BY LEVEES FROM 100-YEAR FLOOD.
LINE TABLE
LINE
LENGTH
BEARING
RADIUS
DELTA
TANGENT
L2
63.10'
N38*14'39"E
L3
69.39'
S48*33'36"E
L4
49.80'
S05*09'38"F
L6
13.16'
N41*46'10"E
CURVE
TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
P
. �
|
|
D 0�� �� »�� U
U ��»��Q �� 0 Q D & »�°�N �`�"�n�� �
|
»��� ����� ��
����.�� U�� ACRES
BLOCK1,LOT1 BLOCK 3, LOTS 1THRU 28
BLOCK 2, LOTS 1THRU 21 BLOCK 4, LOTS 1THRU 14
MORGAN RECTOR LEAGUE, A
COLLEGE ���T|��hJ �������� �~��U�JT� T����
-~.,,..~.,, ~.~`._~~' ~~~.,.., .`_'.~~
SCALE: 1 ^ ���'
������. . _
OWNER: .,,_.,, ,�^�~���-. ' --^^w �
Henry o ���~T����� ���� y�����
-' '---- ^^`~.~°°�"-^^' ^�"=~~ �.`^-,.)
700A Krenak Tap Road
College Station, TX 77840 ,
[����A����^ �� ����
DEVELOPER: ^�'
North Forest, ULC
420 Turrmw
College Station, T% 77840 0 ON
�U�����y���` General �� � f
~~"^,^-'~'^`^ ^�K�7�.�C%��/ors
Brad Kerr, RPLS No 4�O2
' Ginger L Unso P.E.
| �
Ranr Surveying Co. L. " i |
505 Church Street, P.O. Box 269 1707 Graham Road |
College Station, TX 77841 College Station, Texas 77845
(979) 268-3195 (879) 690-^771 1
F I L E COP wl
C"nept to 09.
�i�ll
c I . �
" 11; I cl
�
Cone-
Remo" Fence II
n limits of pMjftQ
- � �SI
t I ��
�, ► � . `
I ��
vgjw. &pit f-v- 9".7
1 .
hwAry S. KOPWAW and wye,
im Pg 906
-i"
i � �— 1 � • ��d,hfll� Bch
-20.5'
6ofVt Plabe 8 'SA
W/ *woo. l
Iro
i
2e WK
N �.
ISI
�i
;w
FPA �I fig.
tt.e�
1 '
1
�w
►r
Lot 11
j
; L
Ex. Sewer Manhole
Lot 10
vi Fronk J. motous, ✓r.
and w re H*Aon Matous
10 Oct"
Viol 28 1, Pg. 629