HomeMy WebLinkAbout12-14 Whichard, Warren Oversized Plans-p 0
;o jo
0 < x
4 -.&
m z C)
r
>
0 z co :0
b "IN
C) z\ � �� o
O
SGNVI13
F m M
04
Ol 0 m >
0 0 0
0
G) > m T T T
Z %
< o o o z
z > co cn U) U) Cil
U)
m r G) m m m C: CC) C: UA
m
0 T 0
X 0 z z
>
0 rn mm130
Tmm M. zT
P-3 +
x
cn F m P
> ti
0 m > Co C
00
0
co C) +
<
< C)
0
<1
z a0
m +
C) C/) m
0 z rTl
Z C) OD �u
Ll <1
m
0 (7)
Li St \.t\ /�
X
7)
m
X > C MD X X 0 Sl
L-1`1
c m m 0 --1 1 LILI
C)
<
m Fi
z Cf) X> m IZ
m
Z z 0 x 0 m cl ------
2 m T 1 (10 CA
> (f) 4-
Ln < cc
rr, z
< 0
> 0 z T U) X I co C C)
> M W
< 0 C >
L 10 t
---
> C)
I r �; a: Z +
C) A U)
0 z
m r— co > I
z __j m u Oo LL
(D
rri M '10
OD _< Ol
<1
C_ Fll
0 >
>
-,
"I <
rTl r Ul
m
4-
< > 0
CD
T M 0 z
m
C)
f.jl
< <1 4
+ Y,
C'T)
NJ tD
z c o o 0 c
0 4& > a: C: c)
C) M >
<
M>
rQ Z 0
oo�o Z m
+ F
-nm=-
-ILI r Z <
> 0 M >
< Z U) X
> G) --q --<
> 0 X
T r C) m
c
04Y L4k(- >
Z
V) <
C) n (A 90
0
C)
0
b > >
0
z cn M
on 0 K ic
X > >
rn
rn Cn N z
C) .......
al >
z
9 z z G)
Z > X
x 0 m
rrrll 0
0 (n Ez
Mdko
T Ln (D
rn F M
z x
ri < z --j M
z C)
C) G)
r G)
qO �z > 075 -4
Ln (A Lf) Z
-1 z , OW
0 m 0
m > f) L U)
00 rri U) ;u 0 z Vali
Z m
ss
r1l M
0 z CO
> %'..' . N p
> > N4 , w
U) m c
oo 0
0 0 Z
CD
U4
-------- --
11 Q +
Ul
CA
0
.4 4
+ QO
+
C,I
OD
o (_4
+
cc F
P Ln
c� / a0 0
T_ •+ N.
1p
0)
O
Cn
�
�
t
4
1
C))
Ul
11"i
G)
C-)
00
CY)
00
0
00
rn
+ dy8-dW CP -P,
+ (In U4
+C.4
+
CA Ol 0-) Cil
00 -A
+ CA
OD
co
6-1
00
Ul +
0
. ............
QD
+
+
UI
CA
_- tu
PPdPQSED EXCAVATIOt
SPOIL ISLAND
- -
6
E FATED
:fSPOIL ISLAND
t 1NAL l�Kai, -4'NI W C�-3.5'MSI.�) _ _ � VEGATATIC7N T❑ PHRAGMITES �- �� CANAL
TYPICAL
CONCRETE HOG SLAT PLACEMENT
0+00 O+cS 0+50 0+7 0+ 00 0+5 0+ 50 0+ 75
SHORE LINE STABILIZATION \�-/ 3
LEGEND:
� TO BE EXCAVATED EXCAVATIONACCESSCHANNEL No SCALE
VERTICAL SCALE: 1" = 10'
TO BE FILLED HORIZONTAL SCALE: 1" = 10'
T� -I PROP�,SED GRADE �1
I PROPOSED GRADE. 1 v (to opprox: = -isting gr :a y=
(to approx. existing f I
grade of adjacent land)
APPROX. r,RADE OF
00
0 U-` 0 0-- 1 0 J�jo 1,
���-+-��_
LEGEND.
TO BE FILLED
FILL EXISTING
POND
VERTICAL SCALE: 1"= 10'
HORIZONTAL SCALE: 1" = 20'
i
V) <
0 _ N
n o v
w �
M cn O
0 �z z > coN
o r*a o iC7 = >
O p �,
c7 m C) G Z m ♦ p
�ZNO3,> N '
v oo
N� --A
z. v
rvl
C h •g t.
0 O Z iV ... .;
APPROX. NHW �.�� :.I
APPROX, NL W
-6 VINYL BULKHEAD
INYL BULKHEAD
10:
0 -O 0
FILLED POND
f
r
FILLED
POND , CANAL
I
t TYPICAL
1
VINYL SHEET PILING
STABILIZER
NO SCALE
f
°PP
APPREIX NLW
PREIPUSE B PIL L_ ,
MATERIAL FROM EXCAV.ATIIIN
All—' 'X, EXI`. T Itj� � ANAL BOTTOM
. _ t
+1� 0+_�50
LEGEND: FILL EXISTING UPLAND CANA
TO BE FILLED
& TU R N I N G BAS" I N
VERTICAL SCALE: 1" = 10'
HORIZONTAL SCALE: 1" = 20'
3/4" STAINLESS OR
GALVANIZED BOLT,
NUT & WASHER
VINYL SHEE"
PILING
WALER
-- TREATED WOOD
PILING }�'
8 /J 1. �5'
NWL
Ai
z .-L-
GwwV3dS/S,3W'ILVk
1 4
AVOW*
owtw
saw 4 wk
z CO)
0
0 m
co
C)
cn K
N x0 > >
C) tj Z -u
C) Ln > V
C) t'�) G)
m
0
F M <
z
PAY
DR!U
Q
m
z G)
V /
G) ;o
00-5
U)
z
0
z
C)
>
rri
X
(A z
r-
::E
r-ri
M: () z
M Iv C)
0
::E
M
z
co
r
<
c
2:
(.#4
r—
m
0
z
cn
z
CO
7
T rl X
0
0
>
>
rri
U4
z
CC)
F(,n rc,)
0 --4 O:r
r- >
C)
::E
m
"07U
to �z zoo 'CA,
>
X
N
()NA ......... 0
Ul V) (n 0
-u
> 0
r
>
r�o
00 m
OD -4
Z
Z
z
>
m
C)
ryl
>
C:
C—
7 o
(A
K
M
X
-Ti
0
0
U4
4 ,4004
6,
cl)
a��
��x
� � o
*-WIN it
4&
t
-4
10 0* p
41W
4ilo,
414
IN.
4�
1+
4dk
7
m . x
x
41#
>
>
m
>
"I N, IN,
/71
I'll 1-1 a,* /
f+
N,
A
N,
# el
dool
41
Af
INI y
INI N"
41tA IN,
48
0
-4
I
Al
C)
-4. m
C)
< <
SA
J
C)o
00
m 9 M:�i > —0 z ;- ram—_ C) 00
x 0 —>r rri> xxo L /T
fly
M <
0 C
m
z LA
U) Il 10
rrlrTl
zoo M
>
rvl
> > rq C,)
>
(A (A
M rVI 0
C[) X c
M rri
0)
r
rq r-
OKO> z
Z --q CID 00
0 m m ;10 ;lu
> m
cn --jo r- 9 >
M r"
--A > 0Lf) LA
00
ao
21 <
m 0 z
m r—
E- LO
0
Ld
0 oo
> tr)
O0 00
f r-
CL 0.IN
0
Z
LJ
Ld
V) (D Q)
< A-
m f- 0
_0
V) 0
ry
CL
CC 0
4-j
4-
0
m co