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MIN IMIN MIN' MIN MIN
F�-- 6.5' MIN. -i
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
SEWER GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
:2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN
PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
B. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
2" CLAD
*CLA
CLA
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN IMIN MIN MIN MIN
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
;ENTER LINE OR
ANE LINE
*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
ADOPTED
CrrY OF RENTON
♦�
STANDARD PLANS
N j MIT DATE: 12/96
* SEE DWG# HR-05 FOR MINIMUM STANDARDS DATE I REVISION DWG. NAME: HR-23 SP PAGE: H032A
BY PR
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
BQLTHOLES - 3 PLCS
EQUALLY SPACED 120°
APART ON 23 1/16' (586mm)
TITA R.C., {SFF DFTATII
RENTON
SEWER
COVER & FRAME
PLAN VIEW
2S' A.
5' D1
DI
3/4' C25mm]
ti9mml
F 8 3/4' 2 112'
C222mml C64mm]
TYP
COVER SECTION VIEW
26 112' DIA
C673mm]
25 114' DIA
C641mml 1
{ f--1/ 4' (6mm) DIA C27mm]
NEOPRENE GASKET
6'
C15i mm]
5/8' 23 3/8' DIA CL -1 1
C16mml t594mml
227 5/16' DIA _
C694mrn]
34 1/8' DIA
COVER BOTTOM VIEW
3) BLT SDC. LALLEN HEAD'
5/8*-Ll X 1.5 SS
\ RUBBER WASHER
EON BOLTING DETAIL
i m1 1/16'
t6rnml 'f j- C27mml
1/8,
13mm1
IR3mml
GASKET GROOVE DETAIL
1867mr1 NQ. :
FRAME EJECTION VIEW 1. ALL. COVERS SHALL BE LOCKING LID PER EAST
JORDAN ':RON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COWER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
t o
M. PIAN - 401
PUBLIC WORKS MANHOLE FRAME AND COVER
-* DEPARTMENTMANHOLE
2008
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
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
W (SEE NOTE 4)
(CLASS A DESIGN)
W (SEE NOTE 4)
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
f- W (SEE NOTE 4)
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
LQk
°° SURVEYED: SCALE
1H /N�o SURVEYED SCALE HORIZONTALFNID 19MVD 83/1991
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
'oa ° D.L. OFFE, P.E. ONE INCH DATUM
� 27460
O ° CHECKED: AT FULL SCALE
�F*,�!sTE�CO\�� IF NOT ONE INCH
s`s N AL** `\ SCALE ACCORDINGLY
(0 12/19/2013 N0. REVISION BY DATE APPR APPRwm:
1:3:5 MIX
CONCRETE
BLOCKING
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.
R
A
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".
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.
LIMITS OF PIPE ZONE
1'-0"
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.
112 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
Corrected note 4
DCV
DT
2-21-91
Revised notes, 4,5,7,& 8. Added note 6
KJ
I ----
DATE
I REVISION E413Y
JAPPWD
PJPE BEDDING FOR
6" BUILDING SEWER PIPE
- TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
�- 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
PIPE BEDDING FOR SANITARY SEWER
�C Y p ADOPTED
V 'IN
CITY OF RENTON
STANDARD PLANS
'AF N IO� LST DATE: 4/97
DWG. NAME: BW18C SP PAGE: B077
SANITARY SEWER
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
EXTENDED TO THE TOP OF THE STUD.
12'
o FUTURE
BUILDING SEWER
• -lu
-----
W1_\\\-6"x6"x6"
z
J
� WYE WITH A
I-_ SURFACE CLEANOUT WITH
w CAST IRON RING & COVER
0 ( (EAST JORDAN IRON WORKS
o_ 2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
INSTALLATION)
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).
NG� c��NG B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
ZG NG�� 2% MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
i HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
BE AT MANUFACTURED KNOCK -OUTS OR THE
TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED.
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.
STANDARD SIDE SEWER INSTALLATION.
(SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
CITY OF
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
NE 7TH NORTH SHORT PLAT
KRRV DEVELOPMENT, LLC
SEWER DETAILS & NOTES
3506 NE 7th STREET
09/25/2013
FIELDBOOK:
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