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MIN MIN MIN MIN MIN
6.5' M I N . —i
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
BACKFILL MATERIAL
(SEE NOTE 5) —
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL-
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
W (SEE NOTE 4)
(CLASS A+DESIGN)
LIMITS OF PIPE ZONE
r,
W (SEE NOTE 4) LIMITS OF PIPE ZONE
B
(CLASS B, C, D. DESIGN)
BEDDING FOR RIGID PIPE
I— W (SEE NOTE 4) LIMITS OF PIPE ZONE
1, r0„
PORTION OF THE SE 1/4, NE 1/4, SECTION 15, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. 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 SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WALL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING 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
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.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
*
*
ZERO
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 V
FOR FLEXIBLE PIPE B 6" MIN. OVER 27" I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER Ld W
FOUNDATION LEVEL —4 V� 0� crrYOoF xsNTox � Ld j w'
A •! 4 STANDARD PLANS Ld I �' r�'•s EL 1. .<>.. N m +
�- W Ws
IST DATE:4/97 Cf �� J
(CLASS F DESIGN) m m V E€ 421.4 ..: C � UI OD Q 0
4-4-97 Corrected note 4 DCV DT LL
a
BEDDING FOR FLEXIBLE PIPE 2-21-91 Revised notes, 4,5.7,ea 8. Added note 6 Kd ---- DWG. NAME: BW18C SP PAGE: B077 Z O)
DATE REVISION BY APPR
07 PIPE BEDDING FOR SAN TARY SEWER a`� _` ILL
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-,,
PROPERTY LINE
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2"x 4" STUD SERVICE MARKER PAINT UPPER „
— — _ 130 LIN. FT. 8 SS PV PORTION WHITE ANS STENCIL ON 51DE I::... ---------�— C . L� 2 OI
...
6'-0" WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. 96+00 _ _ _
o AND #6 WIRE WRAPPED AROUND THE STUD AND ------ _ /NE
6" BUILDING SEWER PIPE EXTENDED TO THE TOP OF THE STUD. 97+00 SAW CUT L
w FUTURE
Z BUILDING SEWER -;4THR D IL LOWER LEFT
TEE WITH 6" SIDE OUTLET J
\_6"WW'WYE WITH A SURFACE
CLEANOUT WITH CAST IRON RING }
w AND COVER (SEE DETAIL DWG. 403.1)
6" SIDE SEWER AND BUILDING SEWER .
EX SSMH
CL
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST STA=96+69.77
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS `r"'
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. RIM EL=421,97
IE=413.42 8" W cu :.o w
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl IE'-413.52 $" E (NEW) m > w w
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED (n
OR DUCTILE IRON PIPE. < W > W
SURFACE CLEANOUT cn Of cn
� o m
C C MIX �� �M N� W/CAST IRON RING & COVER � � >-
CONCRETE /P� NO�� Loo`� (SEE DETAIL DWG. 403.1) °�
BLOCKING
GONGFt 2% MIN SLOPE I
HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
STANDARD SIDE SEWER INSTALLATION
ELEVATION (SEWER MAIN TO PROPERTY LINE)
NOTE: 0���0 C TxOF PJUMN DO
PTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD PLANS
N j O IST DATE: 12/96
10/17/91 Edited note. I DCV kApCDATE REVISION BYPR DWG. NAME: BR39 SP PAGE: B078
o78 STANDARD SIDE SEWER INSTALLATION
(SEWS'[' MAN PROPERTY L NE)
2" CLAS
*2" .
CLA
CLA
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
:ENTER LINE OR
ANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
*ACP CLASS 'E' OR 'B'
6 CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
Y ADOPTED
V\ CITY OF 102MN
♦�'♦
STANDARD PL4113
N O� 1S1' DATE: 12/96
* SEE DWG# HR-05 FOR MINIMUM STANDARDS
DATE I REVISION BY APPR DWG. NAME: HR-23 SP PAGE: HO32A
�4� TYPICAL_ PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
STA. 100+00
NOTE:
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EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE
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APPR❑XIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
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RESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND
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H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND
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UTILIITES PRI❑R TO C❑MMENCING C❑NSTRUCTI❑N. NO
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REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES
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ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
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RESP❑NSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
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NOT SHOWN IN THEIR PROPER L❑CATI❑N.
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CALL BEFORE YOU DIG: 1-800-424-5555
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NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT¢.
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DET j,
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GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
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