HomeMy WebLinkAboutWWP2703391.1- W (SEE NOTE 4) -
B' (SEE NOTE 5)
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CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVELi-i-
--
J I (CLASS A DESIGN)
W (SEE NOTE 4)
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BEDDING MATERIAL
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FOR RIGID PIPE(SEE
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NOTE 6)
FOUNDATION LEVEL
•BEDDING
FOR• PIPE
W (SEE •
BEDDING
•' FLEXIBLE PIPE
•
FOUNDATION
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PIPE BEDDING FOR SANITARY SEWER
Y p ADOPTED
U CITY OF RENTON
PF
♦�♦
STANDARD PLANS N O� LST DATE: 4/97
DWG. NAME: BW18C SP PAGE: B077
PIPE BEDDING FOR SAN TARY SEWER
LOCATION AND ELEVATIONS
PRIOR TO CONNECTION
AND BEFORE INSTALLING CB#1
STA. 27+20.0 14'
CB 1, TYPE 1
RIM=419.0
IE=415.00, 12"
IE=413.75 12"(E-NEW)
NOTES:
LIMITS OF PIPE ZONE
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
6"
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
C
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
B
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
T_
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
LIMITS OF PIPE ZONE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
6'
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
4
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
1
LIMITS OF PIPE ZONE
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.
—
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
4-4-97
lConrected note 4
1 DCVI
DT
2-21-91
lReVised notes, 4,5,7,& 8. Added note 6
1 KJ
I ----
DATE
I REVISION
I BYlAPPR'PI
2" CLAE
*2',
CLA
CLA
MIN MIN MIN' MIN MIN
I- . 6.5' MIN. - 1
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR-05 FOR MINIMUM STANDARDS
STA. 26+58.65, 13' RT.
CB#2, TYPE 1
RIM=424.70
IE=420.20, 12"
IE=420.70, 6"(VAULT DRAIN)
172LF., 12" N-12 ®S=1.147
CONSTRUCTION �_ _ SAW CUT LINE ®S=(�
29+00 28+00- Lij
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NE 6th STREET
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W
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H 425
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420
0 420
..... _
. . . . . . . ._.
61°1
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
OF CURB OR
OF PAVEMENT
*ACP CLASS 'E' OR 'B'
2" CLASS 'B' x\
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
Y ADOPTED o
CITY OF RENTON
STANDARD PLANS
N I O� LST DATE: 12/96
DWG. NAME: HR-23 SP PAGE: H032A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
GRAPHIC SCALE
0 20 40 80
1 inch = 40 feet
NO. I REVISION
N.T.S.
5-339102
SURVEYED
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFS, P.E.
CHECKED:
BY DATE APPR 1 APPROVED:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHE
CKED FOR COMPLIANCE
`S
TO CITY STANDARDS
� °o
Dates---�? a�bo
1
2"x 4" STUD MARKER POST PAINTED
WHITE WITH THE WOR "SEWER" STENCILED
PROPERTY LINE IN 3" HIGH BLACK LETTERS AND #6 WIRE
—
— WRAPPED AROUND THE STUD AND
Z
EXTENDED TO THE TOP OF THE STUD.
3'-O"
o
FUTURE
6" BUILDING SEWER PIPE 1
BUILDING SEWER
ro
----
z_
wl
TEE WITH 6" SIDE OUTLET ''
\_6 "x6 WYE WITH A
SURFACAC E CLEANOUT WITH
w 6" SIDE SEWER AND BUILDING SEWER a -
CAST IRON RING & COVER
p
(EAST JORDAN IRON WORKS
a-
I
2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. O3A
.�
1: 3: 5 MIX �h GCE NG
CONCRETE y - p.N OG'A
BLOCKING �PM�N 2`' p5 GR�� av
_ GON 2% MIN SLOPE
HORIZONTAL
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
TO MAIN LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
6" SIDE OUTLET TEE D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
SEWER MAIN (OR APPROVED EQUAL).
6" MIN. SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVAT10N STRUCTURE SHALL BE CORE -DRILLED.
ELEVATION
NOTE:
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.
VERTICAL NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
- CITY OF
RENTON
Planning/Building/Public Works Dept.
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