S-161
KEYNOTES
T
w
!
N
o
~'1
... ..-
u...-...
'-:0
i'-
6..
.:w:;
CD
~~
~
0::
o
:t:
U')
X 65' PERMANEN
4-
5' RIGH
1
z
o
-
I-
-
~
o
-
J-
~
U)
I-
u.
-
-I
8~
C')~
~IO
JZ
CI):t
PROPOSED BITUMINOUS PAVEMENT
o
/
THEN
AREA.
EXISTING
o
(/
,
/
1/(J
I
(A. )..1/
"\ ~
.
o
.
,
~
A
rf
/
V
rJ 0'1
cr~\
E
)
j)o~
~
ei!
~-w
~~"...::
~f!.
~~Q~
It<:":)
3
4J
J
tU ."tJ
~
""...,.,~ """"""
....,,--
....",.. -'
.",.-" -
70
--
4:;
~
SHEETS
6
OF
EXIS TING /REMOV AlS /PROPOSED
SITE PLAN
PROJECT NUMBER
20
10
n
,
.
....r~ .,
.,/
~
(
~
CONSTRUCT 72-DIA VALVE
TOPCASTINGELEV
1
PIT.
F
MANHOLE
SAND.
1 0
BY FILLING WITH
E
@
@
1
2
...
SH~O'l \S\J'..l'lO
pO\l'l1
.
I
OUSE
...i'-
t
"
5' 2,~ (
tf2 "
17
qJ~\ 000
t
v
BENCHMARK ELEVA nON
FDIY '4374
STA 13+87. 40' L T
GENERAL NOTES
1 BY? ASS PUMPING WILL BE REQUIRED A T THE
UPSTREAM MANHOLE FROM THE STATION.
EXISTING PUMPS UA Y BE REMOVED FROM THE
WET 'NELL AND USED rORBYP ASS PUMPING.
THE CONTRACTOR WILL BERESPONSJBLE FOR
B'fP ASSPUUPINGMONI TORING MAINTENANCE
DURING THE CONSTRUCTION
v\'
~
,
~l9~
I
I)"
{1v/'
~p~~
~~
1/
~