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tic:•
CAP
TEE
-PEI&
22 -1/2'
45 °BEND
I!C�!BEND
FIGURE i
NOM. RX, CONVEX
SEE MWA STANDARD PLAN NO 73. REIGNING
Nw a:.,we aq Per CONCRETE BLOCKING SIZING PROCEDURE
•`d.:ertitliJ, °ro °.Y'P)a:.: ,.aawY eY.. ADOPTED
cm or N max
FINISHED GRADE
3 FT MIN. COVER (SO -INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
NEW WATER MAIN I PDLYPIG
—v
BTAtIDAIm P
IM DATE: 12/05
9cv an
AppR DWG. NAME: BR26 SP PAGE: B085
G PROCEDURE
GALVANIZED PIPE
VALVE
INSTALL Z' PLUG IN TOP BLIND FLANGE
AFTER REMOVAL OF PDLYPIG
VERTICAL CROSS FOR POLYPIGGING STATIONI
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (NJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH Z' TAP & Z' TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG')
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING WATER MAIN POLYPIGGING STATION
ALL DEBRIS AND POLYPIGS SHALL HE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE VERTICAL CROSS FOR POLYPIGGING
DISINFECTION OF NEW WATER MAIN ADOPTED
cen• or 1mTnx
6'MNMM 04/04
1 L41' DAP6 04 /M
DALE REVISION BY APPR DWG. NAME: BRX5 SP PAGE:611
(1 14 WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
BACKFlLL MATERIAL
(SEE NOTE 5)—
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)—
FOUNDATION LEVEL
' • A
A DESIGN)
W (SEE NOTE 4) -1,- LIMITS OF PIPE ZONE
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
—W (SEE NOTE 4) LIMITS OF PIPE ZONE
,TO„
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
1 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIRCTATONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH 'WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL MATERIAL
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANOR AS TO ENSURE FLOW UNE IS
MAINTAINED.
BEDDING CLASS DESIGN
1nnM
PuM
CLASS B
6d
Pn.e.
CLASS F
W1RbP�W
4" MIN.
1/4 I.D.
12" MAX.
•
11M -1Q4
ZERO
MAIN LINE VALVES OUTSIDE PAVED AREAS
1 �
Bti
1/2 O.D.
2h1
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
—
CAST IRON PIPE
TO MAIN ONES ARE AS FOLLOWS:
DUCTILE IRON PIPE.
IE NOT ONE INCH
SGl£ OL ONLYY
...........
COUPUNGS(FERNCO OR APPROVED EQUAL).
IFOR
1:3:5 MIX p CONCRETE
PN'pOMM B. CONCRETE MAIN -CORE- DRILLED MIDI ROMAC SADDLE
0� APPROKD EOVAL).
BLOCKING �MW'1
k�.h, (OR
z�
C� 2S MIN SLOPE C. PVC MAIN - CORE - DRILLED WTH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW ME USING RIGID COUPLINGS
6" SIDE OUTET YES
SEWER MAIN
WIN
6" MIN. SEWER MAIN
E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
CONCRETE BLOCKING PAGE
i$iw
i�oo
SIDE STRUCTURE SHALL BE CORE- DRILLED.
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
wrm
�MME3 _
_ p.�Nq•1ioYnp W. e.M
YL �162sS.E1
tic:•
CAP
TEE
-PEI&
22 -1/2'
45 °BEND
I!C�!BEND
FIGURE i
NOM. RX, CONVEX
SEE MWA STANDARD PLAN NO 73. REIGNING
Nw a:.,we aq Per CONCRETE BLOCKING SIZING PROCEDURE
•`d.:ertitliJ, °ro °.Y'P)a:.: ,.aawY eY.. ADOPTED
cm or N max
FINISHED GRADE
3 FT MIN. COVER (SO -INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
NEW WATER MAIN I PDLYPIG
—v
BTAtIDAIm P
IM DATE: 12/05
9cv an
AppR DWG. NAME: BR26 SP PAGE: B085
G PROCEDURE
GALVANIZED PIPE
VALVE
INSTALL Z' PLUG IN TOP BLIND FLANGE
AFTER REMOVAL OF PDLYPIG
VERTICAL CROSS FOR POLYPIGGING STATIONI
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (NJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH Z' TAP & Z' TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG')
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING WATER MAIN POLYPIGGING STATION
ALL DEBRIS AND POLYPIGS SHALL HE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE VERTICAL CROSS FOR POLYPIGGING
DISINFECTION OF NEW WATER MAIN ADOPTED
cen• or 1mTnx
6'MNMM 04/04
1 L41' DAP6 04 /M
DALE REVISION BY APPR DWG. NAME: BRX5 SP PAGE:611
(1 14 WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
BACKFlLL MATERIAL
(SEE NOTE 5)—
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)—
FOUNDATION LEVEL
' • A
A DESIGN)
W (SEE NOTE 4) -1,- LIMITS OF PIPE ZONE
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
—W (SEE NOTE 4) LIMITS OF PIPE ZONE
,TO„
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
1 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIRCTATONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH 'WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFlLL MATERIAL
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANOR AS TO ENSURE FLOW UNE IS
MAINTAINED.
BEDDING MATERIAL I • A = 4" MIN, 27" I.D. AND UNDER
FOR FLEXIBLE PIPE g 6" MIN. OVER 27' I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
FOUNDATION LEVEL *20 ADOPTED
+
3TAxDARD P44N9
(CLASS F DESIGN) EST DATE: 4/97
BEDDING FOR FLEXIBLE PIPE
4- I
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
•
•
ZERO
MAIN LINE VALVES OUTSIDE PAVED AREAS
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
—
BEDDING MATERIAL I • A = 4" MIN, 27" I.D. AND UNDER
FOR FLEXIBLE PIPE g 6" MIN. OVER 27' I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
FOUNDATION LEVEL *20 ADOPTED
+
3TAxDARD P44N9
(CLASS F DESIGN) EST DATE: 4/97
BEDDING FOR FLEXIBLE PIPE
4- I
eE Ma
OUR::
2 -21 -91
R"vI nel"w 4.533 5. Ad nob 6
KJ
OFFE,
DATE
REVISION
BY
APPR
DWG. NAME: BW18C SP PAGE: 8077
E PIPE BEDDING FOR SANITARY SEWER
A PLAN VIEW A 3 J
NA1LR
VALVE BOX LID WITH EARS J T 3"
IN DIRECTION OF WATER 2" SQUARE 38" MIN.
MAIN AND WORD "WATER" OPERATING NUT WIDTH
CAST INTO IT
SEE DETAIL 62"
WRITE POST
�- 4 -1/4" DIAL
24"
�— 2 PIECE CAST IRON VALVE 1/8 MIN. THICKNESS
80X, RICH - SEATTLE TYPE 1^ STEEL
f OR OLYMPIC FOUNDAR\Y LENGTH AS REQUIRED
1/8" MIN. THICKNESS VALVE MARKER POST
2 -1/4" INSIDE MEASUREMENT
2 -1/4" DEPTH
VALVE OPERATING NUT
SECTION A -A FXT.EN5 ONON
Mill
VALVE MARKER NO
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
VALVE MARKERS SHALL BE EQUAL TO
DMGNEO:
IS MORE THAN THREE (3) FEET BELOW FINISHED
CARSONITE UTILITY MARKER
—j
GRADE. EXTENSIONS ARE TO BE A OF
OFFE,
P.E.
TENSION
ONE FOOT LONG. ONLY ONE EXTENSION TO
VALVE MARKER POST TO BE USED FOR ALL
VALVE OPERATING NUT EXTENSION
8E USED PER VALVE.
USED
MAIN LINE VALVES OUTSIDE PAVED AREAS
AND VALVE MARIff.R POST
NOTE: ALL EXTENSIONS ARE TO BE MADE OF
ADOPTED
STEEL, SIZED AS NOTED, AND PAINTED WITH
cerr RDmnN
TWO COATS OF METAL PAINT.
axE Ixw
STANDAiO PTAKO
INSTA"TION)
" ALLOWABLE MAX.
mm 12/96
AND VALVE MARKER POST
REVISION
�mfflam
—FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS 'B'
CENTER LAS S
LANE LINE
6.5' MIN.
1' 1' 2.5' -.-{ 1' 1'
MIN (MIN r MIN MINIMIN
\ \- *ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE o` ADOPTED
xBx'eax
. ®•
Me DARO 12/96
T L4l DATE: 12/96
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
OATS REVISION BY APPR DWG. NAME: HR 23 SP PAGE: HO32A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
5- 365202
2 ". 4" STUD
PROPERTY LINE
SCALE
DMGNEO:
BUILDING SEWER
��
—
—j
D.L.
OFFE,
P.E.
6"x6 "x6" WYE WITH A
OR :
SURFACE CLEANOUT WITH
§_ SIDE SEWER AND euILDING SEWER
n CAST IRON RING & COVER
D.L.
OFFE,
P.E.
i 2975 OR APPROVED EQUAL,
SPECIFY 'SEWER" ON UD,
axE Ixw
CHECKED:
INSTA"TION)
" ALLOWABLE MAX.
pT yyLL 5V1E
CAST IRON PIPE
TO MAIN ONES ARE AS FOLLOWS:
DUCTILE IRON PIPE.
IE NOT ONE INCH
SGl£ OL ONLYY
...........
—FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS 'B'
CENTER LAS S
LANE LINE
6.5' MIN.
1' 1' 2.5' -.-{ 1' 1'
MIN (MIN r MIN MINIMIN
\ \- *ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
6.5' MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE o` ADOPTED
xBx'eax
. ®•
Me DARO 12/96
T L4l DATE: 12/96
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
OATS REVISION BY APPR DWG. NAME: HR 23 SP PAGE: HO32A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
5- 365202
2 ". 4" STUD
PROPERTY LINE
SEWER MAIN TO PROPERTY LIN
STD. PLAN — 406.1
YFRIIGL N1ro 19
NDRMOmN: NW I" ,89, .. �,) CITY OF
RENTON
DATUM
Planning %Building /Public Works Dept.
NELSON PLAT
SIGNATURE CUSTOM HOMES of WA, LLC
SEWER/WATER DETAILS
11
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05/28/2012
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b FUTURE
6" BUILDING SEWER PIPE
BUILDING SEWER
��
—
—j
—
T:E WITH 6" SIDE OUTLET
6"x6 "x6" WYE WITH A
SURFACE CLEANOUT WITH
§_ SIDE SEWER AND euILDING SEWER
n CAST IRON RING & COVER
o (EAST JORDAN IRON WORKS
i 2975 OR APPROVED EQUAL,
SPECIFY 'SEWER" ON UD,
SEE STD. PLAN 403.1 FOR
INSTA"TION)
" ALLOWABLE MAX.
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
CAST IRON PIPE
TO MAIN ONES ARE AS FOLLOWS:
DUCTILE IRON PIPE.
001 A. MTRInED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
y
COUPUNGS(FERNCO OR APPROVED EQUAL).
IFOR
1:3:5 MIX p CONCRETE
PN'pOMM B. CONCRETE MAIN -CORE- DRILLED MIDI ROMAC SADDLE
0� APPROKD EOVAL).
BLOCKING �MW'1
k�.h, (OR
z�
C� 2S MIN SLOPE C. PVC MAIN - CORE - DRILLED WTH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW ME USING RIGID COUPLINGS
6" SIDE OUTET YES
SEWER MAIN
HORIZONTAL D. DUCTILE IRON MAIN - CORE - DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
6" MIN. SEWER MAIN
E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
CONCRETE BLOCKING PAGE
BE AT MANUFACTURED KNOCK -OUTS OR THE
OF TEE AT MAIN 0 25 TVPICA
ELEVATION
SIDE STRUCTURE SHALL BE CORE- DRILLED.
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SEWER MAIN TO PROPERTY LIN
STD. PLAN — 406.1
YFRIIGL N1ro 19
NDRMOmN: NW I" ,89, .. �,) CITY OF
RENTON
DATUM
Planning %Building /Public Works Dept.
NELSON PLAT
SIGNATURE CUSTOM HOMES of WA, LLC
SEWER/WATER DETAILS
11
wUm G
W
L T N W
2
x'Om0
h�0�°oa
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OOx�
w
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w
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05/28/2012
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