HomeMy WebLinkAboutS-070317A
3
2
1
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tl
NOTE:
BENDS SHALL BE PRECAST
BY THE PIPE MANUFACTURER.
TYPE 1 BEND DETAIL SHOP DRAWING SUBMITTAL IS
REWIRED.
DETAIL
SCALE NONE 3 17
PRECAST MITER, SEE
C
CLASS 5000 CONCRETE
GRAFT (INTERFACE AREA
TO BE CLEANED AND TREATED
W/ BONDING AGENT) --_
D
OVERLAP AND WELD
LONGITUDINAL BARS
ADD INNER & OUTER CIRCULAR
REINFORCEMENT EQUIVALENT
TO STEEL AREA REQUIRED AT
CROWN AND SIDE
PRECAST MITER DETAIL
DETAIL
SCALE: NONE 17 1
i i r v- L ouvu- Luc I mil- BY THE PIPE MANUFACTURER.
D'i SHOP DRAWING SUBMITTAL IS
DETAIL REWIRED.
SCALE NONE 1
REMSO1 BY OAtE
I
REINFORCING
PLAN
T -TOP M.H. - PIPE SEGMENT
DETAIL %y.! J
SCALE: 1/4 "-1' -0" 17 9
t
r
r.
GROUND
NOT TO EXCEED 12'
PLACE MANHOLE
ON WEST SIDE
,y4 O 12" 18"
OF 108" SS
8' OF GRADE
ADJUSTMENT RINGS
CONCRETE COLLAR
FINISH GRADE
OR EXISTING
GROUND
NOT TO EXCEED 12'
,
CAST IN PLACE
,y4 O 12" 18"
VARIES 18'
CONCRETE COLLAR
ALL AROUND
#IS HOOPS
fc-5000 PSI MIN
2'
O 72'
FL-R.
Z _
-
POLYPROPYLENE
-
LADDER RUNGS 0 12'
PRECAST CONCRETE #5 HOOPS 0 6"
18'
/4 O 12'
PIPE SAW CUT ENDS
MAX
TYP
NOTE:
RUBBER GASKET
THE USE OF FIVE FIELD CLOSURES
JOINTS PER
IS ASSUMED. ADITIONAL FIELD CLOSURES
ASTM C443
MAY BE NEEDED DUE TO THE CONTRACTORS
SEQUENCING. ADDITIONAL FIELD CLOSURES
MAY ONLY BE USED WITH PRIOR APPROVAL
OF THE ENGINEER.
FIELD CLOSURE PIECE
DETAIL
3
SCALE
NONE 1
48" MH RISER
RUBBER GASKET
JOINT
COORDINATES OF MANHOLE
3- 16x7' -0 "03"
ON PLAN SHEETS ARE AT
CONCRETE GRAFT RISER
TYP 2 PLACES
i
OF PIPE
TO PIPE (INTERFACE
AREA TO BE CLEANED
& TREATED W/
BONDING AGENT) —�
4- #6x9, -6 "04"
CIRCUMFERENTIAL
BARS EACH SIDE OF
RISER. STOP BARS
AT SPRINGLINE
POLYPROPYLENE
LADDER RUNGS O 12"
SEE SPECIFICATIONS —
r r THIS BAR IS 1" ACTUAL SIZE.
CORPORATION 1/412 1"
IF NOT v, SCALE ACCORDINGLY.
L
rt PIPE
I
0
I
NOTE:
1. T -TOP MH SHALL BE PLANT PRECAST
BY THE PIPE MANUFACTURER. SHOP
DRAWINGS SUBMITTAL IS REQUIRED.
2. NORMAL PIPE REINFORCEMENT NOT
SHOWN, TIE ADDITIONAL REINFORCEMENT
SHOWN TO NORMAL REINFORCEMENT.
SECTION
T —TOP M.H. — PIPE SEGMENT
SECTION A
SCALE: 1/4 " =1' -0" 17 1
H
MH FRAME &
COVER SEE 1
17 1 1
SET TOP OF RING & COVER PER
RIM ELEVATION ON PLAN. THIS
IS 6" ABOVE EXISTING AND
PROPOSED GROUND IN
UNPAVED AREAS AND AT EX.
GROUND IN PAVED AREAS
0
48 "x24"
ECCENTRIC
CONE
PRECAST 48 "DIA MH
SECTION PER ASTM C478
OFFSET SIDE FROM CL OF PIPE
AS SHOWN ON PLAN SHEETS
13,14,15 & 16.
PRECAST OP MN
P PE SEGMENT
SEE
` 1767
T —TOP M.H.
SECTION 4
SCALE: NONE 7 1
14
15
16
30
31
a
' A
128216
SIGNED: DATE-
IIE T OrR Munlclpolity of Matropollton Seattle NOVEMBER 1992
W.N.H. R.B. SOUTH INTERCEPTOR - PARALLEL N
AS SHOWN PHASE 1
9A-Ed
PIPE DETAILS
A` C111
a W/M 4492 SHEET 1 1rEET N • 17 32
r
n
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