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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.
8. 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" CLA'-r-
2
i's
2„
CLA
CLA
MINIMIN MIN MINI MIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
SEE DWG# HR -05 FOR MINIMUM STANDARDS
6.5' MIN.
1' 1' 2.5'1' 1'
MIN MIN r MIN I MIN MIN
OF ' : • ' '°°°°'
PAVEMENT i„%VZA/ZA/49
2" CLASS 'B'
ACP CLASS 'E' OR 'B'
6" CRUSHED
SURFACING TOP COURSE
ENTER LINE OR
ANE LINE CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
INIY ADOPTED
CITY OF RENTON
STANDARD PLAN
IST DATE: 12/96
DWG. NAME: HR -23 SP PAGE: H032A
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.
RENTON
l
i
SEWER
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A`;
OVER & FRAME
PLAN VIEW
EQUALLY SPACED lit"
APART LIN 23 1/16' "j86m ,)
IIIA ,w, lalE T L
COVER BOTTOM VIEW
I 1A.
C < T € C (dal.-: EAE)
31.4- IS 2t
1yp
COVER SECTION VIEW
1/2, 0111A
U67 3mml
25 1/4' DILA
641 -ml i
NEOPRENE GA4SKET
e.
17 I I1r
W-- .
f
s 23 3/° DIA Cl. OPE
27 5 / IIIA f
rt _ -_------------ ,..
L64ry
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EOM BOLTING DETAIL
6r 1
VA
f 3rsm1 N
GASKET GROOVE DETAIL
Lb M'I IL;
FRAME SECTION VIEW 1, ALL COVERS SHALL BE I__0;_:Kf ` LID PLRA. T
2, 1 SE FRAME AND COVER FOR STORM "SPE'll-."Ify
DRAIN- ON C'OVER), SANITARY (SPECIFY
ve
t...4fYC....R"). O '9 AT=F' R , SPECIFY
JORDAN RON WORKS 114C, No. 3717C' OR FOUAL.
1.+''.:y. . 1.
PUBLIC CORKS MANHOLE FRAME AND COVES - DEPARTMENT
DECEMBER 2006
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)
LIMITS OF PIPE ZONE
90
LIMITS OF PIPE ZONE
lot
6
0
CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
it
1 -0
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 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 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.
8. 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.
PIPE BEDDING FOR SANITARY SEWER
Y p ADOPTED
U ''n CITY OF FJUMN
STANDARD PLANS
CCLASS F DESIGN) LST DATE: 4/97
4-4-97 Corrected note 4 DCV DT
BEDDING FOR FLEXIBLE PIPE 2-21-91 Revised notes, 4,5,7.& 8. Added note 6 KJ ----
DWG. NAME: BW18C SP PAGE: B077DATEREVISIONBYAPPRsDI
SEWERFOR
0oOo'
7 PIPDDINSANITARY
Z
2"x 4" STUD MARKER POST PAINTED
WHITE WITH THE WOR "SEWER" STENCILED ZPROPERTYLINEIN3" HIGH BLACK LETTERS AND #6 WIRE Cn m
Z WRAPPED AROUND THE STUD AND cr ZEXTENDEDTOTHETOPOFTHESTUD. c y
0
10
FUTURE „
d C Z
6" BUILDING SEWER PIPE M BUILDING SEWER
W N
TEE WITH 6" SIDE OUTLET
J y
I 6"x6"x6" WYE NTH A 'b
SURFACE CLEANOUT WITH `]
6" SIDE SEWER AND BUILDING SEWER a CAST IRON RING & COVER CL
0 (EAST JORDAN IRON WORKS Z
of 2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID, wSEESTD. PLAN 403.1 FOR
INSTALLATION)
60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS:
OR DUCTILE IRON PIPE.
QST
A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS(FERNCO OR APPROVED EQUAL).
1:3:5 MIX GSE \NG
CONCRETE -}-• Q,N OIv B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
BLOCKING
P 25 N,P: 8' (OR APPROVED EQUAL).
2% MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGSCCHORIZONTALD. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
6" SIDE OUTLET TEE
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 ELEVATION 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.
e,` STANDARD SIDE SEWER INSTALLATION
SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
313911 I I -
L
7
0000O...
000
09o °
H ,° suRVEYED: scALE:
e
Nc 6 GEODIMENSIONS, INC.
SCALEya DESIGNED:
D.L. OFFE, P.E.
DRAWN:
o 0
oo D.L. OFFE, P.E. ONE INCH
0°
C /
27460
RGO o
0 °
CHECKED: FULL SCALESCALESTS , 000000° °e IF NOT ONE INCH
OA 06/11/2014 '06/11/2014 N0. REVISION BY DATE APPR APPS : SCALE ACCORMCLY
VERMAL. NAVD IM
HORIZONTAL: WID 1943/19li1
DATUM
jk CITY OE
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
By: - Date:---,.-., a
o
By: Date:
By: Date:
By: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER DETAILS & NOTES
NE 2nd COURT/NILE AVENUE NE
02/15/2014
FIELDS" -
PAGE:
DRAWING NO:
SHEET`
10
OF
15
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.
PIPE BEDDING FOR SANITARY SEWER
Y p ADOPTED
U ''n CITY OF FJUMN
STANDARD PLANS
CCLASS F DESIGN) LST DATE: 4/97
4-4-97 Corrected note 4 DCV DT
BEDDING FOR FLEXIBLE PIPE 2-21-91 Revised notes, 4,5,7.& 8. Added note 6 KJ ----
DWG. NAME: BW18C SP PAGE: B077DATEREVISIONBYAPPRsDI
SEWERFOR
0oOo'
7 PIPDDINSANITARY
Z
2"x 4" STUD MARKER POST PAINTED
WHITE WITH THE WOR "SEWER" STENCILED ZPROPERTYLINEIN3" HIGH BLACK LETTERS AND #6 WIRE Cn m
Z WRAPPED AROUND THE STUD AND cr ZEXTENDEDTOTHETOPOFTHESTUD. c y
0
10
FUTURE „
d C Z
6" BUILDING SEWER PIPE M BUILDING SEWER
W N
TEE WITH 6" SIDE OUTLET
J y
I 6"x6"x6" WYE NTH A 'b
SURFACE CLEANOUT WITH `]
6" SIDE SEWER AND BUILDING SEWER a CAST IRON RING & COVER CL
0 (EAST JORDAN IRON WORKS Z
of 2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID, wSEESTD. PLAN 403.1 FOR
INSTALLATION)
60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS:
OR DUCTILE IRON PIPE.
QST
A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS(FERNCO OR APPROVED EQUAL).
1:3:5 MIX GSE \NG
CONCRETE -}-• Q,N OIv B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
BLOCKING
P 25 N,P: 8' (OR APPROVED EQUAL).
2% MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGSCCHORIZONTALD. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
6" SIDE OUTLET TEE
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 ELEVATION 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.
e,` STANDARD SIDE SEWER INSTALLATION
SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
313911 I I -
L
7
0000O...
000
09o °
H ,° suRVEYED: scALE:
e
Nc 6 GEODIMENSIONS, INC.
SCALEya DESIGNED:
D.L. OFFE, P.E.
DRAWN:
o 0
oo D.L. OFFE, P.E. ONE INCH
0°
C /
27460
RGO o
0 °
CHECKED: FULL SCALESCALESTS , 000000° °e IF NOT ONE INCH
OA 06/11/2014 '06/11/2014 N0. REVISION BY DATE APPR APPS : SCALE ACCORMCLY
VERMAL. NAVD IM
HORIZONTAL: WID 1943/19li1
DATUM
jk CITY OE
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
By: - Date:---,.-., a
o
By: Date:
By: Date:
By: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER DETAILS & NOTES
NE 2nd COURT/NILE AVENUE NE
02/15/2014
FIELDS" -
PAGE:
DRAWING NO:
SHEET`
10
OF
15