HomeMy WebLinkAboutS-20710A6" MINA
r
EXISTING MANHOLE
6" MIN
PLAN
DIP TEE CL 52
ONE LENGTH OF DICTILE IRON �� EXISTING MANHOLE
PIPE (CLASS 52) TO SOLID
BEARING WHEN SPAN IS
MORE THAN 4' 1/2 BLIND FLANGE
AS DAM
DUCTILE IRON PIPE
AWWA C 151 CL. 52 POINT OF CONNECTION
(CSTC SITE MATERIAL) � NO HUB CAST
PLASTIC FILM WRAP TO !RON
—EXTEND TO COVER / (CSTC BUILDING
CONNECTION COUPLING \ / MATERIAL)
SANITARY
CLEANOUT SEE DETAIL �I - - -
m ¢I
3C80 3)80
FLEXIBLE
5
'
TYPICAL WY,-
EDGE OF
_ 8" SITE SANITARY _PROPOSED PROPOSED
END BEND
CONNECTION
SEWER /� \
\, / BLDG PIPE BUILDING
CL 52
SEE DETAIL
.r
'
3C80 3C80
J/ 2 7x4" STUD SERVICE MARKER
BUILDING
POINT OF SEWER
UP TO 6"4 PAINT UPPER PORTION WHITE
IDENTIFYING
COORDINATES
0' -8"
CLEANOUT AND STENCIL ON SIDE
BACKFILL WITH
t •. WORDING "SEWER" WITH 3"
8" 45 FULL WYE
0' -11"
HIGH BLACK LETTERS.
^
COMPACTED A IEKIfiL
\
'- -POINT OF CONNECTION
DETAIL
8" SITE SANITARY SEWER COORDINATES
8" SANITARY
AS DIRECTED BY
ENGINEER
�- POINT OF CONNECTION
SEWER
SEE DETAIL 4
3CI41M
3C80 3C80
DETAIL TYPICAL WYE CONNECTION 3
°
EXISTING MH SHALL BE CORE
SCALE: NONE 30,3C14,3C80 3C80
DETAIL BUILDING SEWER CONNECTION
SCALE: NONE PLAN 3C80 3080
DRILLED FOR KOR -N -SEAL BOOT
6" MINA
r
EXISTING MANHOLE
6" MIN
PLAN
DIP TEE CL 52
ONE LENGTH OF DICTILE IRON �� EXISTING MANHOLE
PIPE (CLASS 52) TO SOLID
BEARING WHEN SPAN IS
MORE THAN 4' 1/2 BLIND FLANGE
AS DAM
DUCTILE IRON PIPE
AWWA C 151 CL. 52 POINT OF CONNECTION
(CSTC SITE MATERIAL) � NO HUB CAST
PLASTIC FILM WRAP TO !RON
—EXTEND TO COVER / (CSTC BUILDING
CONNECTION COUPLING \ / MATERIAL)
SANITARY
CLEANOUT SEE DETAIL �I - - -
m ¢I
3C80 3)80
FLEXIBLE
'
JOINT DIP
La
I I
CL 52
A*
B*
C
D
° Of
w w
0' -4"
0' -4"
0' -8"
0' -8"
BACKFILL WITH
0' -6"
0' -6"
0' -11"
^
COMPACTED A IEKIfiL
*
-- NOMINAL SIZE
DETAIL
POINT OF CONNECTION
4
AS DIRECTED BY
ENGINEER
3C,3C8 3C80
3CI41M
MIN
I
°
EXISTING MH SHALL BE CORE
DRILLED FOR KOR -N -SEAL BOOT
(DISTRIBUTED BY P.I.P.E. INC. -
CEMENT CONCRETE
TACOMA, WA)
CLASS C BLOCK
POURED IN PLACE'
DIP 99 BEMD
CL 52
\ \i \ \ \•�`
TYPICAL MANHOLE
FOUNDATION CONSTRUCTION
ELEVATION
DETAIL
DROP CONNECTION
Z
SCALE: NONE
DUCTILE IRON
3C60,3C613C80
ROMAC 501
COUPLING OR C
APPROVED EQUAL
i
D 1' -4 ! 5' -0"
DUCTILE IRON
'
REDUCER /INCREASER
J
La
AWWA C 151 CL. 52
<
A*
B*
C
D
° Of
w w
0' -4"
0' -4"
0' -8"
0' -8"
n z
0' -6"
0' -6"
0' -11"
*
-- NOMINAL SIZE
DETAIL
POINT OF CONNECTION
4
SCALE: NONE
3C,3C8 3C80
3CI41M
MAX ANGLE W \0
25' CONC BLOCKING
HORIZONTAL
2% MIN SLOPE
8" SANITARY SEWER
DETAIL TYPICAL BUILDING SEWER cJ
SCALE: 12 "6" 0 1' 2' 3' 4' 5' 3C8C 3C80
SCALE: 1/2"=l'-O"
U)
of m
Ll g
u- U)
0
w 0
00
0J
ww
V " RAISED LETTERS
WER" FOR SANITARY
SEWER
I
A
3C80 3C80
DETAIL CLEANOUT RING & COVER 6
SCAM NONE PLAN 3C80 3C80
10 1/2"
I
6
_— N
M I�
to —�
M
SECTION CLEANOUT RING & COVER A
SCALE, NONE 3C80 3C80
CAST IRON RING AND
COVER, COVER SHALL
2' -0"
/—HAVE WORDING "SEWER"
FOR SANITARY SEWER
10 1/2' SEE DETAIL
4I 3C80 3C80
a
6" TOPSOIL OVER (TYP)
1 -
�± CONCRETE COLLAR
CAULK
AROUND
PIPE
NOTES:
6" CLEANOUTJ 1. RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS- BUILTS.
45' (1/8)
8 "x6" 45'
WYE —�
ORIENTATION OF WYE
�. VARIES. SEE PLAN SHEET
8" DIAMETER �` 8" DIAMETER
SANITARY SEWER �\ \�� SANITARY SEWER
BUILDING PIPE
DETAIL. TYP SANITARY SEWER CLEANOUT %
SCALE: NONE 3C8,3C74,3C80 3C80
S. 1A SEC. 24, L 2M., R 4., W.M.
® RECORD DRAWING i
CAA/07.13.94
I ®I I I I ® I I I® i
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R146