LafayWds2nd_20151112_0002t.
\ ! t ! gA,y,✓ 4 i %
1
95�h t
'v
'fie vs \ ; � . S p• � �� - h •_.. 9 -i / \ 62 0 `i•` g5 ' � a � �r
O
959 O \ G� (j25 \ 5' / - G t / j i x Son 4
- - - , it
. ,>•� ;iJ 0 9�
\ A
-' � � - r •�-.._.�-. \- ' , : - . ,' ,-•-_ \ /6 Ad G3 \ �' \ gip _ - i _ � f - _ .
\ \ r
t O9SG 0•
\ -
I
\
A = '
V
�. 944 (� o h\. \\ \ \ AZ
/ �' ✓ j I
F �
t
\\ JD
9 g
r\14 Qe
L l G'gp
9-0
47-10
\ 0 0. _ / \
/ V '� t9 •�
i
Co
\ \ ,\ •i u� 11 11 �' - r ` \ odi '\ I pJ• / ' - �0 "s� 48
0
940
\ -
5 co
,
929
\ „� O O _ 944 `�_ _
0)O
OOOF
- IE 918.0
S G L28
935.7 / ��8'O �O' _ - �`� NWL 918.00 ,
/ � r
u' 4s.5 o,\� H WL 922.51
5 + s c0 ` r \ \ _Y _ o,� _._�32• � ,�wq `, 3 � � TV=47.0 0 � \ _ .__ ,az6
` WO=39.0 gag \
\ \ I z I 932.7 I
\ \ \ I N I ~
N
YR) �T6 W p 4
93g-o 91 '.
- �_OVERFL W SPILLWAY
— — — - -- --- e _
DETAIL �
�- -- -
P 4+06.58 _ - IE 917.50
_ SVIh4CE
922
- --- IFS 97�4.88
24
--- _
\ ®
5 ait
`- — —
IE 924.00 \ i L J
\\ ` \`` A`` AUTION TWO UNDER GROUND CABLE LINES
• 1 \ �` �-100 YEAR OVERFLOW SWALE
J \
REMOVE EXISTING
\ BITUMINOUS STREET ,
LEGEND
\ 0 0
\ \ ,
ROCK CONSTR.
ENTRANCE
Existing Contours
952 Proposed contours
\\\\
961.�� 0 I �� Silt fence
'�
\ I O Asterick=Custom Lot By Builder
L D
House Pod-
-
4
9
e floor Elev.
TF-962 O TF-Topof Found ton Elev.
B=Basement Elev.
AL
INv=sl+.I2 __ _ -- -� LO=Lookout Elev.
INV-913.93
150
_ - - — _ --- -
961.0 961.0 WO=Walkout Elev. /L/T/e/;•-t 50 ��
_fVTtll`tff�BtK -T-RATC RY fNERS Corner Pad Elev.
-- _�
----- - -_ --sea--
A-___.__.-------__••---_--'..�_ __ - - -- - - _ SCALE IN FEET
Proposed storm sewer
.�.�� 4� I v •� PC = 0+24.09
13-4+60 0 133+00 132+00 Bales
+135+00 APPROVED
39+00 13800 137+00 136+00 — 13j+00
- F - - -; - I- K) f- --� - - -----1 -
- - ---- -+ — �- - - + i� _ �-- 130+00 /L 718 WW,*,vjq ewacw
V � u) Lr
i= CL , , W
W
cJ CC] V )
< I,-Ocn(D
�JUZZ
o0
lym
[Y.
LX
(nff)000
--
rn
rnrnrn
Q�-
0
0
0
-
Z
.-
r4►)
IN aC
Z
M M (j W J
Z Z Y ll
X= 3 x
Q
w LLJ
0
0 0 CJ G
U
c
E c o
u, N W
L �
C - d
7
Q� v
E a ° 3
o �
C)
c a)
v`-v c c
Da�c- o
_ Q_
v
�a
ko
ts
QJ"�
o)
�t$
� �
tl
>`
05
q�
&
A
0
p
kow °
�a
w
Cy
7
0
00 z H
O�� w
0 M
Q.
WQwOf0
F— > o w
W � � 11.1
O 1 0
Li-U W �
Q W O
V)
Z
00
SHEET N0. \
4 OF