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'or pipe nedding ----- FOL.n�.iatcs,� Pr, sr,-eci�,e,i Trenches" in the sanitary sewers section of the
WSDOT/APVVA standard specifications, except that
:
rocks or lumps larger than 1' per foot of pipe diameter
B. Pipe - Arch Installation shall not be used in the backfill material,
6 See "Bedding Material for Flexible Pipe" in aggregates
section of the VVSD0T/APVVA standard specifications
for the material specifications.
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Rigid Pipe NOTES:
1 Pipe compaction limits shown on this plan are for pipe
-
construction in an embankment. For pipe construction
-
in a trench, the horizontal limits of the pipe compaction
zone shall be the walls of the trench.
2. All steel and aluminum pipe and pipe -arches shall be
installed in accordance with design A.
1 Concrete pipe with elliptical reinforcement shall be
installed in accordance, with design A
4. Concrete pipe, rvith circular reinforcement, shall
be installed with design A.
5" O,D, is equal to the outside diameter of pipe or the
outside span of pipe -arch. The dimensions shown as
0.D_ with 3' maximum shall be O.D. until O.D. equals
3: at which point 3' shall be used"
* 1'-0" for diameters 12" through 42" and spans through
50". Z-10" for diameters greater than 42" and spans
greater reater than 50",
= Backfill material placed in 0 5' loose layers and
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compacted to 95% maximum density,
Method B or C compaction (VVSD0T!AP1A`A)
=
standard specifications.)
Pipe
Size
Min. dist.
between
barrels
circular pipe
I colic., LCPE, CMP
i01.
(diameter)
12" to 24"
12"
-
30" to 96"
diam. / 2
102" to 18
48"
pipe - arch
metal only
(span)
18" to 36"
12"
-
43" to 142" 1
span / 3
I 148" to 199" 1
48"
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-1 STD. PLAN - 220.00
-
1 1,
-
PUBLK' AVORKS PIPE COMPACTION ___._
+ +
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IAF �'P A RT M F , _Vr
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DESIGN AND BACKFILL
__ - - 2
MARCH ., 008
PIPE COMPACTION
DESIGN AND BACKFILL
SCALE: N.T.S.
REVISIONS
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NO. BY DATE REMARKS
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STD. PLAN - 300.6
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'i POLY PIG STATION FOR CLEANING OF :
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+� )+ - - ---� " � , I I I'. ,� -T
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WATER MAINS
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POLY PIG STATION DETAIL
SCALE: N.T.S.
sil
%
40
1411) M
2" ANNULAR CLEARANCE REQUIRED -
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BACKFLOW SECTION WSW
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SCALE: 112I = 11-0, I
W -384101
R-3
WATER DETAILS I
Know what's below.
Call before you dig.
RYAN COMPANY CITY OF
LONGACRES BUSINESS CENTER III RENTON
PROJECT NUMBER DRAWING FILE NAME SCALE
0006568W-C-PP-WA01 N/A
SHEET NUMBER
C5.7
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