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INFORMATION, SEE
e_ _,. N ET DRAIN a
\ RNLI 13
DRAWING G4.
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W
= -85
� INV 5'(NE) =12.33
ii P P _ 'T3GE OF 170ND n I A SSCO_, _ ERATION - " .- _ _ _ /
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UNABLE T6'lv1E45URE V
2. FOR DRAWING SYMBOLS,
SEE DRAWING G4.
W O
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WL
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W W
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FLEXIBLE AIR DIFFUSER / /ije- ' ^.' .N'P'. ;,'„ - -WATER EL - 8.37 (FULL,.OF WATER) _ ,.,. ........... p�o�� -.
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(AT LAKE BOTTOM} � P; -` �'` �'� oa -� � o� � � � � I ET R IN 1
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I j\ 6 Z.5" DIA X g2' ABOVE GRO D \
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t , i.- '1 `,�' i �`f 1r r- j o�R ,, �;- F,Q- F,Q- :'TOP Of PVC EL = 1, .79 U
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"� s QIA �SEO /AERATION, p p Q of
3. FOR STORM DRAINAGE
NOTES, SEE DRAWING
1 C(D)800.
4. PERFORATED AND SOLID
WALL PVC
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QmW
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Q Q N
W Z Z
1 2 ' F,, r' - 2 s`,P,UC vALVg o0 6 5 6 p
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DRAINS NOT
PROFILED.
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% 0 6" PERT PVC DRAIN o 12" PERF PVC, DRAIN
5Q .Sp P.. .. o�� a�AP EN{ w ,' o } CAP END \ \
f = �- �r' �° p� IE =11.50 ARP p�a� IE =11.75
A N 72075: X
/. RV c� y N 72147
A
THIS AREA WAS
UNDER CONSTRUCTION
AT TIME OF TOPOGRAPHIC
SURVEY. CONTRACTOR
SHALL FIELD VERIFY
U
U O/
z w
E 5373 E 53555 o' V
f
�OJ\2
EXISTING CONDITIONS
PRIOR TO BEGINNING
Z
w O
>S� /U:�e -` : 39 LF -6' PERF po NLET DRAIN
` ` F -. _ RIM \
WORK.
��
O
m
U
: , PVC DRAIN - = 14.75
Xr' // P oo C�OJ AR A UNDER NV 6 "(NE) =13.33
. 6� SHEETPILE p ao O A
STRUCTION
SHORING \ \, \ CRASS
'OF-, (DEMOLITION
=_50 2
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>o u � I
(I D LOCAtfE } d
i
N " IE 6" IN N = FIELC LOCATE
tis" 1tAx "ss�oojAFRAr N %� -,��/ "4V o °1 IE 6" IN S =FIE LO �� QP / \
(�
'& 2.5'' "PUC AL.V l - ... �: 1 f of LD C IR LI O _ _ `�"T' -, / ' ^ \
y. 0> •VALUE. E�..r 54 , %" / / "` i- �� ;.- ; `,. IE OUT (W) =FIE" LOCATE ,V COPPER' AIR LINE
a MIN 6Q' FROM VAULT -/
-� �NLE�DRAl,1 w ,...
LOC.. TE)
FOR SHEETPILL
RE FER TO 9L23.
CONSTRUCTION NOTES
v o
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FIELD LOCATE
LAKE SYSTEM
PIPING PRIOR TO
[� 3 a
......x...043 FI�,�-,.D _!„ _..........4_ ,, _._.. _...- __ _- _ �.... _ -�
- / i J 1 �� Ft LD LOGE) }: 1 A o- 1 A R� - „15,80
�.-
TRENCHING FOR STORM
R
DRAINAGE.
��
_53354
,;'” %_/ 1.1/(/1. /�I/ Il /l /1...... ...'. .F __.:. _ ... .. _. .. %5..:., .: .: ..._,' Q. ..:;_,. FQ- C�� -.._ __-( }.... _. -. _. _.. __. _ INV 6 (NEE) =14.27
. - -2 o �.... Fi _ -_ _. - PV / /
Z
/
2 FIELD LOCATE CATCH
aE
F ., 5 � � �
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-- "t0' f, try /
TJT � f ,, � 7 / J
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BASIN ON EXISTING
6" PVC STORM DRAIN. FIELD
ME
-,E
°N
lff ff f �fJ�HH/ : �° of o
6" PERF PVC D IN oo h " p /
�a 15' WATER
LOCATE IE OF PROPOSED
DRAIN PIPES AT OR ABOVE
IE OF OUTLET PIPE.
e
�f a
CAP END 'b CONNECT EXISTING
2" TYP. ,. ti EASEMENT
IE= 10.50 , oo `' "/ DRAIN TO 12 PVC DRAIN g y/
_
_ _ 0) IN 71 -959 J f� oo WITH PVC TEE ' FIELD .
N. 72,000 - -
_o E 53363 ;� �} VERIFY EXISTINGeDRAIN SIZE. N 72.000
s
3 �
_ _ PARCEL 1
/
85 LF -6" PERF
ag o
^ N PVC DRAIN PARCEL A
CB TYPE 0 `.- ` �- AREA UNDER
GIRT EL =1 .20 ' / -.' UB UP CONSTRUCTION
� PIPE �r
IE 6" IN S) =1 .00
IE 6" 0 (SE =11.00
`
N 7195
E 533' -
/
13� �c
f
°
S
3 - -_ ABC' (11 ,- -B 'TYPE 1
13 L -6" PER '
f3 6 GRT EL=
5
a
m
H
.. �
= 13.00
RI
- / PVC` R01 B '9/ __- - -
L IE 6 IN NW) =10 75:
IE 6 IN S) =11.00,-
- ;= 7 f FE 12 °- ._I_N %(NE) =10:75 '
12 f
IPI
AI
8
au
c 6, QP IE. 12" OUT - SE = 10.75.
ylo 6 S �P� - ', N `.71917 ( )
E 53398 - �a...... -
�J�p 427
2
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CL
a
PROPOSED LARGEMENT / QJ
OF CSTC DETENTION o N* F -
POND Al WETLAND -::
w
°
33
035
6
38
40
DESIG SURFACE EL 14 _ 5
i
4
1
s, AREA UNDER �.. - - __
50
3
N� �! �i1� p0 ` `- CONSTRUCTION _
5
60
GF 31 ;_
6
63
64
65
v'"'i
7
68
69
70
Y w r N 71,850
71
72
73
74
75
KEY PLAN
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20 10 0 20 40 SCALE: NONE
N
S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. y
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