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MICROBOX
R147 1710 10 5
I I I I I A I I I IA 1 1
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OLYMPIC FOUNDRY MH 30 NTH
111 "x17A" CONCRETE METER BOX W
WITH pie" STEEL DIAMOND PLATE. z
ADJUSTING RINGS
24" MH 30 D/T OR EQUAL
CAST IRON OR DUCTILE IRON TRANSITION COUPLING
PIPE TO
COVER.
OR BLOCKS ids
REQUIRED
CAST IRON TEE
UNDISTURBED SOIL TO FIT
�I
qi
M.J.xM.J.xM.J.
SEWER
LINE
0
ADAPTOR
4 "MIN. /12 "MAX. =
a
COLLAR
— 0
oz:
. a
PRECAST VALVE,,
CHAMBER CONE
' x J
c < 0
I
PLUG, M.J. WITH GASKET,
BOTH CUT IN HALF
18 "
0)
FORD COPPERSETTER - WATER METER TO
r
z
VH172-15W r BE SUPPLIED BY
RUBBER
CAST IRON OR
THE CITY
GASKET
z
MANHOLE WALL
DUCTILE IRON
WATERMAIN
8 "/12" PIPE
g
o.
TYPE "K" SOFT
DUCTILE IRON PIPE CLASS 50,
_
TYPE "K" SOFT COPPER TUBING
CEMENT LINED, LENGTH TO FIT.
22 COPPER TUBING
POURED IN--
N
PLACE BASE
.: a. ' • , . tO
- --
I_ 48" I
7 • •
CAST IRON 90' BEND
LOOP DOWN TO CENTERLINE OF WATER CONNECT TO
EX. SERVICE
i-
M.J.xP.E.
CORPORATION STOP
MAIN TO PROVIDE SLACK IN COPPER
SERVICE LINE TO METER
FORD TAPERED THREAD
CLASS C CONCRETE
(CC) =PACK JOINT
(J -3401)
SPECIAL
SHALLQW MANHOLE
DROP CONNECTION n
LESS THAN 4 —0 DEEP
UT13
„
-Y4
WATER SERVICE
N.T.S. UT13
N.T.S. T -
4" MIN.
24»
BEDDING GRAVEL,
12" MAX.
CASTING - OLYMPIC FDRY.
COMPACTED
#MH 30 D/T OR EQUAL
x
�- FOUNDATION GRAVEL,
00, r- —� Q �
24 m:
Q
ADJUSTMENT 4" MIN.
o ° °o ° oOo ° °o ° 00 °o °o
° o 0o 0 0 00 IF REQUIRED
ORDINARY PIPE BEDDING
N
FOR 4° PIPE
rn
PRECAST SECTION
I o M =
>
i 4" MIN.
`OI
4" 54" N = a
W
x
"
STEPS -3/4 DEFORMED
BEDDING GRAVEL,
COMPACTED
BAR STEPS SHALL BE
48" INCLUDED
;• . '
a
6 1 2"
-'i
GENERAL NOTES:
t-O7— FOUNDATION GRAVEL,
6"
z
1. IN UNIMPROVED AREAS, MANHOLE
I 00000000000aoo�oo ° °o !F REQUIRED
TO EXTEND MINIMUM 6" AND
MAXIMUM 18" ABOVE FINISHED
ORDINARY PIPE BEDDING
it
LADDER -STD. ALUMINUM
GRADE. IN PAVED AREA, COVER
FOR 6" AND LARGER PIPES
NOTES:
OR GALVANIZED STEEL
MUST SLOPE IN ALL DIRECTIONS
1. STEPS TO BE 3/4 "0 DEFORMED BAR GALVANIZED
MAX. PIPE SIZE- 21 "I.D.
TO MATCH PAVING.
—.
SAFETY STEPS OR EQUAL
2. TYPE 3 72 INCH MANHOLES SHALL
.. a CONCRETE
cc
2. STEPS ARE TO BE IN PLACE BEFORE MH SECTIONS
ARE INSTALLED.
MORTAR
CONCRETE SHELF
BE IN ACCORDANCE WITH STD.
a °
3. CASTING TO BE OLYMPIC FOUNDRY MH 30 WITH
FILLET
PLAN B23C , WITH OLYMPIC FDRY.
NO. MH 30 D/L OR EQUAL FRAME
"
MH 30 D /T OR EQUAL.
PRECAST BASE SECTION
AND COVER.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
OR CAST IN PLACE
6" MIN.
FOUNDATION GRAVEL,
°o °o °o °o�o�000�o�° °° IF REQUIRED
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
a• °••N.,
_ZNAUG�c�
CONCRETE ENCASEMENT
WN
f4 r V >
MANHOLE
4' -0 "- TO 7' -0" DEEP
'
' "
MANHOLE OVER 7-0 DEEP �� � ''
� �Fi��
PIPE BEDDING CLASSES
,
�l�rsne!
N.T.S. -
N.T.S.
-
FlLENAME: UT22
REGION
STATE
FED. AID PROJ. N0,
SNOT
TRETt�
1 II�.7ar7��AY DIr1�7iOIV
— — —
AP RO
Washingt ®n State
�@ �'t�i1®nt Transportation
P
SR 406
TUKWILA TO SUNSET BLVD
CEDAR RIVER PIPELINES- RELOCATION
n
UT22
PLOT DATE: 8/27/90
10
WASH
ACI- 405 - 3(780)
DRAWN G.O.
CHECKED DNP
as NUMBER
90WO69
SHEET
119 OF
317
SHEETS
D Sol ADM R.Q. ANDERSON
8030/ 0
REVISED MANHOLE AND DROP CONNECTION DETAILS
DNP
CON7RACY HUMBER
3 8 -5-/
UR
RoseWafer Engineering, Inc.
UTILITY DETAILS
APP,D
S r
21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6
MICROBOX
R147 1710 10 5
I I I I I A I I I IA 1 1
6 7 8 9 10 11 12 13 14 15
Sff Yo i3 /
16 17 18 19