HomeMy WebLinkAboutS-048607'3
A
'
W \%c-
0
Z
co
to
I.E. -1. 14 W P\/-- Gz %
I e. -7."1 a OJT
-Av :.E. 1.04 00T I.E. 4.0 I'j <
O c-i-r
cli 0
`,U to vs1z r. W
Q� D
114, J)
t�A
g
<
06
co cr.
m
\ 9 IS
y py� �, 7 IS
0
L
z
00
T
<
,' t -�� < 61 ti) r1T1 z
_0
'� • �; 1 ��_ ' -T Lo
CD
f •' \ g Y
� ' �! � /fl_ 24" coTrolJwo �� � � f
lei
IN t
ao 16p.'5:r_
I r-- %5 Oil 's FEE T1
�� 1 �� 1 t � t ' i
rlIZ6.
r�'l � ll ' � a - i
,�� 4- !�
0 vAV4
' D. F,
.
GENERAL NOTES FOR SANITARY SEWER
J 1. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SUR 35.
T
It 2. SANITARY SEWER MANHOLES SHALL CONFORM TO APWA SPECIFICATIONS, SECTION 63.
MANHOLES SHALL BE APWA STANDARD PLAN NO. 34.
3. BEDDING AND BACKFILL FOR SANITARY SEWER PIPE SHALL BE PER APWA STANDARD
PLAN B-18C, CLASS 'IF
_7=3-
BEDDING FOR FLEXIBLE PIPE (PEA GRAVEL FROM 6 INCHES
BELOW PIPE TO 6 INCHES ABOVE PIPE),
4. MAXIMUM TRENCH WIDTH FROM TOP OF PIPE ZONE TO BOTTOM OF TRENCH SHALL BE
FORTY (40) INCHES. MINIMUM TRENCH WIDTH SHALL BE TWENTY-FOUR (24) INCHES
PLUS INSIDE DIAMETER. ABOVE THE PIPE ZONE, THERE IS NO LIMIT TO TRENCH
WIDTH.
F. Al k , •
-1 WA
-2
w
-21
IST
z
z O
U) fo
it
Ix
0
n
z��
Ix
cc
CL
0
a. >
d3 z
• w
it tSD�c
cc
Ix
0
0 w
2
CL
0
Ld
co)
Ir
cd _j
> w
w
ui
ix
Z
_j
cc
>: z —
4 W
0 w
U.
J.A.L.
C�J.p
R.G.G.
,doom%
_Jo
%
«4:_E
-TE
coop %00<
Q�'
I"=
20'
9-1-88
t S T
8 8178.
Q I
c
7