HomeMy WebLinkAboutS-28630280
h
C)
X
O
D:
'
i
50
M
70
M
p
�J
I
0
_J
LL
0
9
W
SERV. LINE
NO
Q
Da
.2
O W
LL Z Y�
00 0�
;SCALE
Q �=
C V ¢ c
a 41
LI.I
~
(A
W
VO
40
y
a
g®C
L
co
z
X
O
D:
'
i
50
M
6r SS
9
W
SERV. LINE
NO
Q
Da
.2
O W
LL Z Y�
00 0�
;SCALE
Q �=
C V ¢ c
a 41
�'
o_
W d
me
40
EXISTING GRADE
cE
v�
z
- d
m'E
,E
c
r c rn
rn
O C
a,
30
5
3 0
STA 4+48:
. ........
...... .....:. .. ..: ....... ... .....
--PROPOSED SEWER LINE —
LL
20
X
O
D:
'
A PORTIC)N OF THE N.W. 1 /4 OF SECTION 24 TOI v'NSHIP 3 iVORTH, RANGE 4 EAST. W M.
HORIZONTAL SCALE 1 2�
6r SS
YCR TICAL 145
SERV. LINE
;SCALE
EXISTING GRADE
15 ...:. .l. ..
OLF 8 PVC S=0.0366
._. ` _. -'
_
STA 4+48:
. ........
...... .....:. .. ..: ....... ... .....
--PROPOSED SEWER LINE —
RIM- 11.87.: -
I E 8 (GUT) = 136 10
..
-- -- --.:... ...... .. ........... ..... ........................
..:.. ....... RIM 67 c 3
- -
- -- -
E.
I.E.. 8 "(0 U7) =60. 51
`[
-.... :... !
STRAP—FOOTING
ANCHOR SEE DEtAIL
_
STA 2 +10
Jn7,
....... ................................................. . .....: ...:....
' ........
- - .......... .......... .................... ........... ..........................
..........
............ ................................................ I .............................. .. ................................... ...........................................................
..... ........
. ........... .................. ................. .................................. ......................... .......................................
............................ ........................ .............. .......... ............................. .............. .................. ............. ..: ....:...
y P OPOSE ....FINtSHED. -OR. 0 ....:.. .............. ................... ........... ........................
M l
RIM.. 32.3-2
... :...
.i I .�.
E. 8?' !T49 :,A/,
E. 8 19 �5 S.F.
....I.E.�'8 TOM) ...
�_.
(NE.W) =1a 59 (Bb
. .. ..................................................
..:... - _
72bLF 8 p VCS
4-1-00 3+00 2-6-00 1-1-00 0+00
A�
A`/ 3' MIN
STRAP - FOOTING PIPE BED
ANCHOR
1- MIN CIA STEEL ROD (STRAP)
CLAMPED SECURELY TO PIPE
8' MAXI
L CONCRETE DYED INTO
UN0ISIRUBED SOIL SOIL AS SHOWN
1'I�MIN
2 X PIPE CIA MIN
STRAP FOOTING ANCHOR
Z wwp -�7• aBdT
ROLL # 168'
1/2 SUND FLANGE AS DAM
O.I.P. TEE CU.50
DUCTILE
ONE LENGTH OF DUCT IRON
PIPE (CLASS 50) A 10 SOLID TYPICAL
BEARING NHEN SPAN MANHOLE
Is MORE THAN a•.
FIPLOBLE 6' MIN.,_
JOINT
BACKFlLL NTH
COMPACTED MATERIAL - +
AS DIRECTED BY 6' MIN_
D.LP. C1.50 S* MIN.
NTH MIN 4 �
SHACKLE RODS
CEMENT CONCRETE
CLASS C BLOCK
POURED IN PLACE
D.I.P. 90' BEND `TYPICAL MANHOLE
CL5O(MJ X PE) FOUNDATION
CONSTRUCTION
ff*01
WE
60
ME
40
30
20
SEE SHEET Cll FOR STANDARD SEWER NOTES.
�P\�ER M. qgF
WAS //
34
G STEP 'G \ems
ANA L E�
EXPIRES: OCT. 11: 2000
J
Y' tL p
Q Q
W
n
I
in
8
0
m
e%T
a
is
N
O
a
rn
L N G
J ICU- N y
-45
0
4}Q N
oQ < LL
Qwir
OR. � W. -,o y
J00)
'w3 (00 di
Zpai a
111 p��w ch
0 0
� Qp z
I Z QfO Uwi(L Z
z
lv5e LL W
0 U
d
99078
PROJECT NO.
TLR
DRAWN SY
06 -07 -00
ISSUE DATE
07 -28 -00
SHEET REVISION
CHECKED FOR COMPLIANCE RECOMMENDED 9978SS.DWG
TO CITY STANDARDS FOR APPROVAL /
%Jn?° -- . !. ✓� Date `� -/Y-� 0
DUCTILE'IRON DROP CONNECTION Date BY :`�
0 SCANNED OCT ate
T 4 20W BY:
o PACIFIC E NOINEERINIG SIGN INC. CIVIL ENGINEERING AND
- PLANNINO CONSULTANTS
FR .2 4