HomeMy WebLinkAboutS-142103lso
a
n P
N�
z
120
�
N
3m
o�
\�
SAN SEW IE- 109.94(3 ")
'STMlE- 111.19112 ")
UlIN
f _,
w��®
W
y z
0
W
�
a
w
Q uj
10
N
115
Lu .
La
lz, C�SIM
SAN SEW IE- 104.96(8
IE- 106.03(12 -)
")
w.
a
v
WATER ��\
d p�
IL
Iif
�Ii�y.
■5!
-
110
Z
V
O
IN
�� //w
UY m
WATER,.
SAN SEW MR06
0
\
-
RIM EL= ti17.25
, - IE 113 T_4 (IN)
IE 112.98 RN)
CF B- N
p�C
.
SAN SEW
IE- 95.49(8 ") ---777
")
SAN SEW IE- 95.55(8 ")
105
q V
P3
\FINISH GRADE'
SIM IE- 98.63(12 I
SIM IE- 100.03(12 ')
SAN SEW HH95.
.
RIM EL= 11406
IE =109.02 {INl
IE- 108.92 (OUT)
e
\��� EXISTING GROUND
�—'
100
\� V
MATER
SAN S =W MR14
134
FC•°
8 "P'
O
\
95
E-10 03 IN
))
1�M101a936 OUT
1.8%
65 LF -8-PVO 0 1•
-
\
SAN SEW MH13
SAN SEW MH12
SAN SEW. MH$2A
.AIM EL -102.0
IE- 97.54.. IN)
" RIM EL -100.0
IE- 95.0
. RIM EL= 103.00
IE- 45.78(IN) -
'
90'
IE -97.44 .(OUT)
IE- 94.93. OUT)
IE -95.68 :(OUT)
SAN SEW IE- 84.06(8 -)..
1
STM IE- 81.82(12 -)
SANITARY SEWER PROFILE
as
SCALE: 1 "= 5'(V); 1"= 50'(H)
�p
n
U
•ter
\
NOTE: 18 "MIN
BETWEEN
VERTICAL SEPARATION SHALL BE MAINTAINED
WATER. MAIN AND SANITARY SEWER AT ALL
0
\
CROSSINGS.
. TAINED,
FOR SANITARY
IF 18"MIN CLEARANCE CANNOT BE MAIN-
DUCTILE IRON PIPE(CL 52) SHALL BE USED
SEWER -
I
0
E)
a
n P
N�
z
NN
�
N
3m
o�
UlIN
f _,
w��®
W
y z
0
W
w
Q uj
10
N
2
Lu .
La
w.
a
0
s6is
d p�
IL
Iif
�Ii�y.
■5!
®®
Z
Y/
�� //w
UY m