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CITY OF RENTON
SANITARY SEWER NOTES do SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM. TO 3:30 P.M. ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBUC WORKS AT 235 -2620.
ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBUC WORKS
24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS
IN ADVANCE
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC
WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAF PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF DUSTING 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.
5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS
IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARIMENT SHALI TAKE PRECEDENCE OVER ALL
OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITAki
SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE WITH
OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MA-,!MUM
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 ^11ER PIPE SHALL BE THE SAME AS
DESCRIBED.
?12. 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
NEATUNE 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.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABIUZED TO THE SATISFACTION
OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SWILL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
SECTION 7- 023(1) 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 INCHES ABOVE AND BELOW THE PIPE
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, STIR 35, OR
DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED
GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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12320 N.E. 8TH ST., SUITE 100
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(206) 261 -2112
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PATCH SURFACING TO
MEET AND MATCH EXISTING.
MINIMUM SECTION TO BE
3" A.C. PAV'T CL. B OVER
4" CRUSHED ROCK BASE
STRUCTURAL FILL
MATERIAL COMPACTED
TO 95% OF MAX.
DENSITY
SUBGRADE OR STRUCTURAL
FILL MATERIAL COMPACTED
TO 90% OF MAX. DENSITY
GRAVEL BACKFILL FOR
PIPE BEDDING COMPACTED
TO 95% OF MAX. DENSITY
NOTES:
1. PROVIDE 4" SAND BLANKET BEDDING FOR RIGID PIPE
2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE
IN CONFORMANCE WITH ASTM D -1557
T -PATCH ROAD RESTORATION DETAIL
NOT TO SCALE
NOTES AND DETAILS
HAMILTON PLACE
CITY OF RENTON, KING COUNTY, WASHINGTON
WEB 9 PL.
0
A % x-1/2" TYP.
1 -7 /8" TYP. A
DRILL AND TAP 5/9" -11 N.C.
ON 23" B.C.(TYP. 3 PL.)
1/2" x 3" x 3/9" NDN -SKID PATTERN CAST INTEGRAL ON TOP
6 - 6 0 ° 26- 3 /1° --
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D ��p 24"
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33-1/4"
SECTION SECTION A -A
FOR 5/8" -I1 N.C. x 1 -1/4"
B S.S. SOC. HD. CAP SCREW (3 REQ'D.)
,—TP. NON -SKID PATTERN
(7314'_CUTIRTIE n B
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
(TYP,) ON 23" H.C.
CE(YP.) (LOCKING)
COVER
5/9" 3/e•' F2"
`2"
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1" SEAT •.R
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MANHOLE FRAME AND COVER
NOTES:
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. ADOPTED
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. = oe RENTON
3. USE FRAME AND CDVER FOR STORM (SPECIFY "DRAIN" ON COVER), Standard plane
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "), IST DATE: 12/15/91
DATE REVISION BY I PPR DWG. NAME: BR29 SP PAGE: 8074
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5) j
6"
CONCRETE CLASS C
(SEE NOTE 8)
c
FOUNDATION LEVEL FBI
y
(CLASS +A,DESIGN) ,
[—W ISEE NOTE 1) --- �_ LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5)
OR11 MATERIAL
RIGID
BEDDING (SEE NOTE 6) F11
FOUNDATION LEVEL __F
O- RIGID PIPE
IIEE NOTE 4) LIMITS OF PIPE ZONE
BEDDING
BEDDING CLASS DESIGN
DIMENSION CLASS A CLASS H CLASS C CLASS D CLASS F
4" MIN.
A 1/4 I.D. • • ZERO
12" MAX.
B 1/4 O.D. 1/2 O.D. 1/9 D.D. ZERO O.D.
C 314 O.D. V2 O.D. 1/8 O.D. O.D. —
s A = 4•• MIN. 27" I.D. AND UNDER
6" MN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWERS
A ADOPTED
CITY OF RENTON
(CLASS F DESIGN) + ♦ Standard plena
BEDDING FOR FLEXIBLE PIPE 2 -21 -91 REVISED NOTES 4, 5, 7, & B K� IST DATE: 12 /15/91
ADDED NOTE 6.
DATE I REVISION I BY APPR DWG. NAME: BW18C SP PAGE: B077
777
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KBS DEVELOPMENT CORP.
MFG
12320 N.E. 8TH ST., SUITE 100
Pad F WA
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BELLEVUE, WA 98005
(206) 261 -2112
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PATCH SURFACING TO
MEET AND MATCH EXISTING.
MINIMUM SECTION TO BE
3" A.C. PAV'T CL. B OVER
4" CRUSHED ROCK BASE
STRUCTURAL FILL
MATERIAL COMPACTED
TO 95% OF MAX.
DENSITY
SUBGRADE OR STRUCTURAL
FILL MATERIAL COMPACTED
TO 90% OF MAX. DENSITY
GRAVEL BACKFILL FOR
PIPE BEDDING COMPACTED
TO 95% OF MAX. DENSITY
NOTES:
1. PROVIDE 4" SAND BLANKET BEDDING FOR RIGID PIPE
2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE
IN CONFORMANCE WITH ASTM D -1557
T -PATCH ROAD RESTORATION DETAIL
NOT TO SCALE
NOTES AND DETAILS
HAMILTON PLACE
CITY OF RENTON, KING COUNTY, WASHINGTON
WEB 9 PL.
0
A % x-1/2" TYP.
1 -7 /8" TYP. A
DRILL AND TAP 5/9" -11 N.C.
ON 23" B.C.(TYP. 3 PL.)
1/2" x 3" x 3/9" NDN -SKID PATTERN CAST INTEGRAL ON TOP
6 - 6 0 ° 26- 3 /1° --
zs -va ".
D ��p 24"
o _
1
33-1/4"
SECTION SECTION A -A
FOR 5/8" -I1 N.C. x 1 -1/4"
B S.S. SOC. HD. CAP SCREW (3 REQ'D.)
,—TP. NON -SKID PATTERN
(7314'_CUTIRTIE n B
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
(TYP,) ON 23" H.C.
CE(YP.) (LOCKING)
COVER
5/9" 3/e•' F2"
`2"
�<
1" SEAT •.R
zs••
MANHOLE FRAME AND COVER
NOTES:
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. ADOPTED
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. = oe RENTON
3. USE FRAME AND CDVER FOR STORM (SPECIFY "DRAIN" ON COVER), Standard plane
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "), IST DATE: 12/15/91
DATE REVISION BY I PPR DWG. NAME: BR29 SP PAGE: 8074
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5) j
6"
CONCRETE CLASS C
(SEE NOTE 8)
c
FOUNDATION LEVEL FBI
y
(CLASS +A,DESIGN) ,
[—W ISEE NOTE 1) --- �_ LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5)
OR11 MATERIAL
RIGID
BEDDING (SEE NOTE 6) F11
FOUNDATION LEVEL __F
O- RIGID PIPE
IIEE NOTE 4) LIMITS OF PIPE ZONE
BEDDING
BEDDING CLASS DESIGN
DIMENSION CLASS A CLASS H CLASS C CLASS D CLASS F
4" MIN.
A 1/4 I.D. • • ZERO
12" MAX.
B 1/4 O.D. 1/2 O.D. 1/9 D.D. ZERO O.D.
C 314 O.D. V2 O.D. 1/8 O.D. O.D. —
s A = 4•• MIN. 27" I.D. AND UNDER
6" MN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWERS
A ADOPTED
CITY OF RENTON
(CLASS F DESIGN) + ♦ Standard plena
BEDDING FOR FLEXIBLE PIPE 2 -21 -91 REVISED NOTES 4, 5, 7, & B K� IST DATE: 12 /15/91
ADDED NOTE 6.
DATE I REVISION I BY APPR DWG. NAME: BW18C SP PAGE: B077
mo�L-L.'I.`94 F 101% 3.7,
RZFE'l;TIT'l
CITY OF RENTON
E>EPARTMENT OF PUBLIC WORKS
NOTES AND DETAILS
HAMILTON PLACE
U
O DESIGNED AS
Z — DATE 11 PLE NO.
S 5' DRAWN MDY
G` , /NG ENG%xA e CHECKED AS SCALE AS SHOWN FIELD BOOK PAGE
APPROVED 9 (� ('�
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DEVELOPER:
KBS DEVELOPMENT CORP.
MFG
12320 N.E. 8TH ST., SUITE 100
Pad F WA
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BELLEVUE, WA 98005
(206) 261 -2112
CONTACT: CURTIS SCHUSTER
ENGINEER:
9 25672 p 4F
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BARGHAUSEN CONSULTING ENGINEERS, INC.
ANAL
18215 7 D AVENUE SOUTH
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(425)251 -6222
EXPIRES 9/23/05
(425)251 -8782 FAX
mo�L-L.'I.`94 F 101% 3.7,
RZFE'l;TIT'l
CITY OF RENTON
E>EPARTMENT OF PUBLIC WORKS
NOTES AND DETAILS
HAMILTON PLACE
U
O DESIGNED AS
Z — DATE 11 PLE NO.
S 5' DRAWN MDY
G` , /NG ENG%xA e CHECKED AS SCALE AS SHOWN FIELD BOOK PAGE
APPROVED 9 (� ('�
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