HomeMy WebLinkAboutSWP2702750.2200 N
rn M
O o0
0 z
O
�U w
z
J
6
U
W
�
Q
U
Lw
Q O
�
7
Z
0
Z
Z
NO O
=OL
LL
LL)O
o
�'o>
< 1
L
O w
W
L3't
0CD
z
N
�
>
o
O CNN
LLJ
Q
Q
U�
O
zw
o�
IL
O
�
r
�0
z_w
U
a
w
O
W
M
J
21>
v)
U
W
L
C)
O
(n
o
U)
000
00
o o
Wc
�E-
Ln
a
J
W
�w
Q
o
�E
o
0
a
—
m E
A
a'N
C
z
U
Z Z
Ocn
Z
N
J Z O
O U
=
O o <
cn
a
LL U
N
U
Q
Wo 3
>
m
o Y
=
O
J
U
Y
�
N
o�
W
U
o
Of
0_
Q
0
o
w
�
�
a
4
0
x
m
Z
0
Oo
O
z
0
O
O
U)
Lc)
o'
U
/
O
O
0
Z
N
N
a
/
o
N
O
o
w
O
O
W
Ckf
W
z
0Ld
0
O
N
V)
w
N 71,400
N 71,200
Ln
12" PERF PVC DRAIN
CAP END
IE = 1 1 .00
N 71423
E 52699
PROPOSED STORM;
DRAINAGE COMBINED
WETPOND/DETENTION POND
DESIGN SURFACE 'EL=8.5 -
0
a -
Li
CK
w
N
1C(D)3 1C(D)800
:00
N
CD
10
7
�\ 1
I
I'
Ln
A2`
CB ''TY E 2-54"
GRT E =12.24
IE 6,01 N)=10.
IE `�24" P�i(E)=6.0
`s .IE 24" QT(W)=6.00
N 71`,15
E.. 52g 4 0
0
' _ 1 155 Lf} . - 2 4 "")f
RECOMMENDED BY
i FOR APPROVAL BY
� = = = = = = m = m = = = = = m r'
15
�A7
ED
POND "B"
LPONo^
20' 10' 0 20' 40'
S. 1 /2, SEC. 24, T. 23N., R. 4E., W.I.
N N. 1 /2, SEC. 25, T. 23N.9 R. 4E., W.I.
RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE sIONAL
IS NOT RESPONSIBLE FOR ACCURACY OR 7,
COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: 06/05/'c
RECORD DRAWING
/4 / �� �- a�s''a -�pc SCANNED OCT 4 2000
C5100108.DWG 1 C(I
N OTES :
1. FOR SURVEY CONTROL
INFORMATION, SEE
DRAWING G4.
2. FOR DRAWING SYMBOLS,
SEE DRAWING G4.
3. FOR STORM DRAINAGE
NOTES, SEE DRAWING
1 C(D)800.
4. FOR STORM DRAINAGE
TRENCH SECTION,
SEE DRAWING 1 C(D)800.
5. FOR STORM DRAINAGE
PROFILES, SEE
DRAWINGS 1 C(D)600
THROUGH 1 C(D)601 .
PERFORATED AND
SOLID WALL PVC
DRAINS NOT PROFILED.
FOLLOWING APPROVAL
AND ACCEPTANCE OF
PROPOSED STORM DRAIN—
AGE SYSTEM BY OWNER,
REMOVE 18" DIP AND FILL
POND "B" PER DRAWINGS
1 C(G)32 AND 1 C(G)33.
® IE OF 12" OUT (S)
SHALL BE EQUAL TO
OR LOWER THAN THE
IE OF THE INLET PIPES.
RECORD IE ON RECORD
DRAWINGS.
0m
m
REIM,\
F
�
I A
C. �Zqq j
ih I
sari
�N
all
I
IN
NJ
cp
1
M1,
ff1101zw9'�m1__M
Eli=
�mmmm
KEY PLAN
SCALE: NONE