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NOTES.
1. FOR SURVEY CONTROL
I
Lc)
_
��
cb i° f
co 1 I
INFORMATION, SEE
DRAWING G4.
2. FOR DRAWING SYMBOLS,
SEE DRAWING G4.
CL
I I
I I
/ �/
,� I I! ��r % ��� / i
v
3. FOR STORM DRAINAGE
NOTES, SEE DRAWING
Z
w
w w
w
Q s
If
% �/ l / /
II I /�
� /
1 C(D)800,
4. FOR STORM DRAINAGE
TRENCH SECTION,
W
,z
w Z
1 Qf Q � 10
Q
0
12" PERF PVC DRAIN
I
o ! /
`� �/ f
/ i /
/
PERT PVC DRAT
LOPE TRANSITION
E= 11.501 I 5
SEE DRAWING 1 C(D)800.
5. FOR STORM DRAINAGE
PROFILES, SEE
DRAWINGS 1C(D)600
THROUGH 1C(D)601.
Z w g
CAP END
I f /
71431 15 1
Q
I z w O
IE = 11.00
IN 71423 N 71,400
E 52699
Ii
1 ° �%
r
I I I I 7 L,
E 63002
71,400
PERFORATED AND
SOLID WALL PVC
DRAINS NOT PROFILED.
Lj
o
CL
I
PROPOSED STORM
DRAINAGE COMBINED
WETPOND DETENTION -POND
DESIGN SURFACE EL -8.5
Q
I I
l / _
II / /
! /' ;
/
S
l
O
00
/
/
17
FOLLOWING APPI.OVAL
AND ACCEPTANCE OF
PROPOSED STORM DRAIN-
Z y'E
8E
I
/ / I
/
?
AGE SYSTEM BY OWNER,
®
F- a
�' aw
'a
z
-
i
I i %
/
REMOVE 18" DIP AND FILL
POND "B" PER DRAWINGS
1c(G)32 AND 1 C(G)33
�_
[:8:- IE OF 12" OUT (S)
SHALL BE EQUAL TO
m E
rnE
U
I
`
! i
I
I POND °B"
OR LOWER THAN THE
IE OF THE INLET PIPES.
RECORD IE ON RECORD
• `
w
/ /
- 18
--AB
DRAWINGS.
- --
w �°
B
I
I PVC DR � IN
�
I a
Q
a
iC(D)3 11C(D)800
eq
j
I
war_P L L
an a
a
co
_ N
1 ) 1 D 3 1C 800
1 r
I
z
1
6 "SL
I \ I I
4 rv,
Q
�Q�
E 1
_:
l I I I
I I
�17
I I
4
a
e
�l
10
N
3
a
Y
a
CB TYPE 1
GIRT EL= 13.08
IE 12" IN(N) =9.70
I� 12" IN W= UNKNOWN
(FIELD VERIFY)
N 71.200 IE 12° OUTS =
SEE NOTE
N 71162
E 52706
63 LF -12" PVC
o SD ® 1.00% MIN
v
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I n
co
I I I
I I
I
I I
I
1 I
I M N N 1
rn n I^
I
2 I I I I A21
lo 4” R P S UTUET N 71157 I CB TYTE 2 -54"
I = .5 E 2 89 GRTI =12.24
i N 711 3 U R Y LLS SL IE 6 N) =10.0
1 T !C 1��6" I S)=10. 0
E 5 8 7 IE 24" I J(E)=6.0 O�
'I
I I IE 24" UT(W)=6 :00
I s
o \I 1 ' I I N 7115 o
1 E 5294
I _....
^\
N 7f „200
SD H
! RI^ = 13.6i� l6
I IE a' CP (E) -s?1� S
E a° cMP \ A20
(sr
I BO7 8' 8 FFLE = 6.26
Bo T. 6 8 FFLE = 6.2a cL 1IID =14.47
�\ IE IN((E =6.89
d IE INI,S� =9.75
I a
l
IPI
15
1 a
?2
as
a
X33
035
_4
w
0 �-
o
0
m
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F
3`
38
40
1
__
42
4
_
45
--
4
so
5
3
55
60
s
1
6
63
64
65
n THIS PIPE -NEVER FOUND
A
711 7' °o
1 5 8 1 a M
-4' R P SD C� (�.74% 155 LF - 24'"
� 1 �
IFNI
IE OUT(W)=6.75
� N 71153.21
D 48%
� E 53099.12
_
�7
6°
-
69
70
71
72
73
74
75
KEY PLAN
Z
2Q 1 0 20 4O SCALE: NONE
O
Ln
I
�
h
S. 1/2, SEC. 24, T. 23N., R. 4E., W.I. y �
N
0
0
RECORD DRAWING INFORMATION ION COMPIILED
FROM CONTRACTOR'S RECORDS. LICENSEE S /ONAL
�oss®r�s®vsa�wr®w® ®' IS NOT RESPONSIBLE FOR ACCURACY OR Id°
®RECOMMENDED BY COMPLETENESS OF CONTRACTOR'S RECORDS. EXPIRES: 06/05/'02
APPROVAL RECORD A�
i I
-
®0- ®DRAWING
W 2 2 BY I
®e '
ROLL # 167 FR1 41