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6TH STREET SHORT FLAT
THE SOUTHWEST OUARTER OF SECTION i, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5) i
6"
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL ------------- T �-
(CLASS .A `DESIGN)
W (SEE NOTE 4) —I l- LIMITS OF PIPE ZONE
BACKFILL MATERIAL
1
BEDDING
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) —I,- LIMITS OF PIPE ZONE
in
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS 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. + 187.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PEP, FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL 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.
B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
1 L�IE11�111 OR STORM SANITARY SEWER STANDARD PLAN NO.DW -18C
6" BUILDING SEWER PIPE
PROPERTY LINE
6'-o
FUIURE
M I I I BUILDING SEWER
2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET � I PORTION WHITE ANS STENCIL ON SIDE
WORDING SEWER" WITH 3 HIGH BLACK LETTERS.
w AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER o I EXTENDED TO THE TOP OF THE STUD
UNLESS OTHERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
FOR CAST IRON PIPE FOR SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE
CO CRETE Q��
BLOCKING MY� 25 Mp♦ PN9�0
( IN SLOPE
I HORIZONTAL
6" SIDE OUTLET TEE
S
SEWER MAIN EWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
2 STANDARD SIDE SEWER INSTALLATION SEWER MAIN T OTYNE
DA ND. BR -39
NOT TO SCALE L, L
NOR, =1111
,
0'
11
11
11
11
LENGTH FT
D
a 50
100
150
200
250
300
350
400
450
'
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F '
A
4" MIN.
1/4 I.D.
12" MAX.
*
*
ZERO
U z
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.
6" ON 6" Y BRANCH
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
1 L�IE11�111 OR STORM SANITARY SEWER STANDARD PLAN NO.DW -18C
6" BUILDING SEWER PIPE
PROPERTY LINE
6'-o
FUIURE
M I I I BUILDING SEWER
2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET � I PORTION WHITE ANS STENCIL ON SIDE
WORDING SEWER" WITH 3 HIGH BLACK LETTERS.
w AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER o I EXTENDED TO THE TOP OF THE STUD
UNLESS OTHERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
FOR CAST IRON PIPE FOR SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE
CO CRETE Q��
BLOCKING MY� 25 Mp♦ PN9�0
( IN SLOPE
I HORIZONTAL
6" SIDE OUTLET TEE
S
SEWER MAIN EWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
2 STANDARD SIDE SEWER INSTALLATION SEWER MAIN T OTYNE
DA ND. BR -39
NOT TO SCALE L, L
NOR, =1111
,
0'
11
11
11
11
LENGTH FT
D
a 50
100
150
200
250
300
350
400
450
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PROCEDURE
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION,
ADDING AIR AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE
MAXIMUM ALLOWABLE TIME IN SECONDS FROM THE TABLES.
AIR TEST AE W SE R W 1111A
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PROCEDURE
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ADDING AIR AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE
MAXIMUM ALLOWABLE TIME IN SECONDS FROM THE TABLES.
AIR TEST AE W SE R W 1111A
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NOT TO -SCALE A
W
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COVER 6' BELOW STREET GRADE
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6" PLUG
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APPROVAL OF THE WASTEWATER
(
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W
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TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE
'
24'x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND I I LONG 6" 1/8 BEND
CONNECTION TO MAIN
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DESIGNED: GCH DATE: 01/24/06 FILE NAME: 203615 -05.
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OF: 16
T-
NO. REVISION' BY APPR. DATE
APPROVED: :. _ _ SHEET: .16
306-,o3 SCANNED OCT
2 72006
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