HomeMy WebLinkAboutS-2226103
2
1
1
Ak
19 1
LOADING BLOCK P--I.D. IN FEETx4000 LBS-
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s
— — —
1
PIPE PENETRATION SEE A
�.
PRECAST PIPE BULKHEAD
J
1 2'I
I
X
1/2" I
MIN THICKNESS = 10'
l�
SUPPORT BLOCK
RCP JOINT SHEAR TEST
SECTION
19 1
TYPICAL SHEAR TEST DETAIL 4
Ti I ( 4 #5 (TY' --)
NO SCALE 1
108' PIPE -
ADD 4 #5 EACH -
SIDE OF PIPE
.14'0 DUCTILE IRON PIPE
WITHIN PENETRATION
-CONCRETE GRAFT INTERFACE
AREA SHALL E CLEAN
UNDERSIDE OF COVER
DETAIL
NO SCALE T �
,. ` r
1'0 LIFTING HOLE
3' LETTERS- 2 REQUIRED
SAYE — ANp
DIMENSIONS AS
CAM LOCK CLEATS FOR UNDERSIDE
3 REQUIRED - ® ® Q
a ® SEE opoo
CLEATS, - 3/8' HIGH. ® p ® o p
1/2' WIDE AT TOP. � h 79 1
3 4 WIDE AT BASE ®� ® n® n n H .O
E Cr Q (non o
1 -1/8' 0 t1/8' HOLE n
3 REQUIRED.
1/2' WEB ®11E�i6 ��pllplip
(8 AT 4S) ® !lpJtl Q L��Lplfff p iiplJ !p} P
R � ri
STANIJARD METRO MANHOLE FRAME AND COVER
DETAIL 1
NO SCALE 1
2' -1 1/2' DIA
6' DUCTILE IRON t/8
5' (MANU-
FACTURED LDCK
POSITION)
i 1-1- (IN SEGMENTS WHERE CAM LOCKS
ARE PLACED)
1 -5/8` (IN SEGMENTS WHERE
CAM LOCKS ARE PLACED)
MANHOLE COVER SECTION
NO SCALE 19 1
RUBBER GASKET
(19 DI
1
RCP
ADD 2 #5 X 7 - -0'
8 AND COATED
WITH EPDXY BONDING COMPOUND
PER SECTION 03300
45 Q 6' EF
TOP do BOTTOM
TYPICAL EACH
PIPE PENETRATION SEE A
PIPE JOKE (TYP_)
PRECAST PIPE BULKHEAD
J
I
1
MIN THICKNESS = 10'
\
Ti I ( 4 #5 (TY' --)
1i!!
2 #5
(rip-)-
12
NG.
41H-
F
TYPICAL PIPE END PLUG DETAIL 5
ROMAC
�
NO SCALE 10 1
OR EQUAL. (TYP)
fill
fill
�
17
2
_ -
RUBBER GASKET
A'= 1 -3/8° MIN.
SEE NOTES
FOR INVERT SEE PROFILE
"
d ° a
.Q
a
T/2 t 5%
SECTION DRAWINGS
` .'
c - -
c
-
STORM DRAIN PENETRATION SECTION
NO SCALE
OF 108'
PIPE
1 '
PIPE PEPfETRATION DETAIL
NO SCALE
q
1
T
-
g
N
• ..
-
-
_
0` MIN-
7/8° MAX.
Z J
o u
z
00
-
T CTAII �1
TYPICAL PIPE JOIN. D� „,III
NO SCALE 19 1
-
z zo
u�U
_
z N w
o �¢
an- J V
® wU
-
1'.32368. :
REVISED,TO REFLECT. KING COUNTY CONSTRUCTION RECORDS
7/11
-
Garry Struthers Associates, 'Inc.
See original fa
copies for
B.T.
d'c ® wwd..; 3: Malropa.len Ssatete
T�v
,IS�Y 1985
Q
'.
295580th Avenue SE
submittal an
signatures, and
approval
r engineers
,,,k HE�KEa
.LH.W. G.T./B.T.
a>
�AtE,
- AS SHOYM
SOUTH INTERCEPTOR - PARALLEL
PHASE 11
nE
Na'A78
NOS
.D LLREVISION
BY.
DATE
:Mercer Island, WA.
-
rofessi n i seat
E�
�• NrRACr Na
TYPICAL PIPE DETAILS
DRAWING
W/M'29 -94
�,7I -II�ET 2
SHEET
HEFT NO- OF
19 32
A B
-_
C
D.