HomeMy WebLinkAboutS-335705�-
2. HAND TAMP UNDER HAUNCHES.
SANITARY SEWER NOTES AND SPECIFICA11ONS
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM
18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
6 INCHES AND MAXIMUM 3" DOUBLE CHECK VALVE ASSEMBLY PER
COVER MUST SLOPE IN ALL
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12.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
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B" MIN.
1.
ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
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1/2 O.D.
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
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PARKING ..GARAGE.. EF..EL= 34..8.9... . . . _ ............. .
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OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
W
BOTTOM. OF GARAGE; SLAB EL= 34.39.
2.
THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
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(SEWER R MAIN TO PROPERTY LINE/
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
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OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
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A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
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APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
s" BUILDING SEWER PIPE
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DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
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3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
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MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
TEE WITH 6" SIDE OUTLET
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
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AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
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STANDARD SPECIFICATIONS.
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4.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
s" SIDE SEWER AND BUILDING SEMB
ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
.. ... SHEET S2
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AVOID DAMAGE OR DISTURBANCE.
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5.
A PRECONSTRUCTION .:CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO
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LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
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STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
x x x
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE
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SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE
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CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN
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UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
REVISION
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6.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
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7.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
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OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
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8.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
1:3:5 MIX
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PRECEDENCE OVER ALL OTHER PLANS.
CONCRETE �.
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9.
A COPY OF THESE APPROVED
BLOCKING 25
PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
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IS IN PROGRESS.
PUMP #2 ON EL =25.50 -
BACKFILL MATERIAL W SEE NOTE 4 LIMITS OF PIPE ZONE
PROPERTY LINE
(SEE NOTE 5) 6..
CONCRETE CLASS C
6'-0" (SEE NOTE 8)
FUTURE FOUNDATION LEVEL
BUILDING SEWER B
2 "X 4" STUD SERVICE MARKER PAINT (CLASS A DESIGN)
UPPER PORTION WHITE ANS STENCIL ON
SIDE WORDING 'SEWER" WITH 3" HIGH
a BLACK LETTERS. AND #6 WIRE WRAPPED
AROUND THE STUD AND EXTENDED TO THE W (SEE NOTE 4) -jam LIMITS OF PIPE ZONE
m TOP OF THE STUD. ..tt''
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER
MAINS ARE TO BE CORE DRILLED.
VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
/- 60" ALLOWABLE MAX.
/ FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. l,X
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF 6 SIDE OUTLET TEE
THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 6" MIN. MAIN
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11. 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 CONCRETE BLOCKING ANGLE
LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND OF TEE AT MAIN OVER 25
ta. FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. ELEVATION
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED
SEWER MAIN
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2. HAND TAMP UNDER HAUNCHES.
DIMENSION
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM
18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
6 INCHES AND MAXIMUM 3" DOUBLE CHECK VALVE ASSEMBLY PER
COVER MUST SLOPE IN ALL
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12.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
CITY OF RENTON STANDARD PLAN 8101
B" MIN.
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3:
ZERO
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
B
SEE SHEET SD4
1/2 O.D.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES"
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
PARKING ..GARAGE.. EF..EL= 34..8.9... . . . _ ............. .
= a
°
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
O.D.
BOTTOM. OF GARAGE; SLAB EL= 34.39.
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COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
NOTE:
(SEWER R MAIN TO PROPERTY LINE/
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
ADOPTED
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
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A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
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13.
DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
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14.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
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SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
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15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
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ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
.. ... SHEET S2
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SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
-�• ... 3 ELBOW .
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LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
v 3" DISCHARGE'
D_ rY
x x x
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE
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SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
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UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
REVISION
BY
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16.
SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
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ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
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GON 2% MIN SLOPE
HORIZONTAL
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDA11ON LEVEL
�Ilz �IVAT107k 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
BEDDING •- RIGID PIPE
W (SEE • OF •
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
2. HAND TAMP UNDER HAUNCHES.
DIMENSION
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM
18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
6 INCHES AND MAXIMUM 3" DOUBLE CHECK VALVE ASSEMBLY PER
COVER MUST SLOPE IN ALL
OVER PIPE. HAND TAMP ONLY.
CLASS D
4° SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
DIRECTIONS TO MATCH PAVING.
CITY OF RENTON STANDARD PLAN 8101
B" MIN.
"W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL
ZERO
TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE
B
SEE SHEET SD4
1/2 O.D.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES"
}
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
PARKING ..GARAGE.. EF..EL= 34..8.9... . . . _ ............. .
EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE
= a
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O.D.
BOTTOM. OF GARAGE; SLAB EL= 34.39.
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7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
(SEWER R MAIN TO PROPERTY LINE/
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
ADOPTED
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IE =31.64 (6" FROM
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HW ALARM EL= 26.75- . .
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CHECK.. VALVES.. , a ..
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PUMP #2 ON EL =25.50 -
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PUMP ON EL= 24,25. - .
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•- TYPE '2 -60 " :'MANHOLE
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PUMP OFF EL= 23.00.-
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BOTTOM OF MH EL= 21.75 - a
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PUMP .:1 AND: #2 -SHALL BE PACO MODEL 1:57
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1HP,, 1750 RPM,, ;3;- PHASE; 460; VOLT,, EXPLOSION :PROOF, AND
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RAID MOUNTED: AND INCLUDE ALL FITTINGS, PIPING, VALVES' AND
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APPURTENANCES ; .CONTROL.'PANEL: ,$HALL :RE LOCATED;,IN: UTILITY
ROOM. CONTRACTOR SHALL PROVIDE SEPARATE CONDUIT FOR POWER
AND CONTROLS. SEE MANUFACTURER SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
(TO BE INSTALLED AND INSPECTED UNDER THE BUILDING
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PERMIT)
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GON 2% MIN SLOPE
HORIZONTAL
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDA11ON LEVEL
�Ilz �IVAT107k 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
BEDDING •- RIGID PIPE
W (SEE • OF •
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
660 11%
450 Gallon Capacity
For Baffle and Weir Plates
PLAN VIEW Typical
Cover Not Shown, See Cover Plan
2. HAND TAMP UNDER HAUNCHES.
DIMENSION
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
CLASS 8
OVER PIPE. HAND TAMP ONLY.
CLASS D
4° SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
A
SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH
B" MIN.
"W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL
ZERO
TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE
B
WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
1/2 O.D.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES"
ZERO
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
C
EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE
1/2 O.D.
DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL
O.D.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION
OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
STANDARD SIDE SEWER INSTALLATION
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
(SEWER R MAIN TO PROPERTY LINE/
S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
ADOPTED
LINE IS MAINTAINED.
U1 CLTY OF RIENTON
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LOT DeTE: 04/04
DWG. NAME: B078 SP PAGE: 8078
660 11%
450 Gallon Capacity
For Baffle and Weir Plates
PLAN VIEW Typical
Cover Not Shown, See Cover Plan
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BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS 8
CLASS C
CLASS D
CLASS F
A
6" MIN.
1/41.0.
12" MAX.
B" MIN.
B" MIN.
ZERO
6" MIN.
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.
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4-4-97
ComseW note 4
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2 -21 -91
1111mbed note0. 4,%7.k 0. Added note a
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- --
DATE
I REVISION
BY
APPR
No, 1012P Galvanized
No, 3030P Galvanized Diamond Plate Cover
Diamond Plate Cover 2 Places ry/
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4 Places
COVER VIEW
1 112' Dia• Lift Hole TOP OF VAULT EL =34.89
1 Each Side, 2 Sides OUTLET PIPE
INLET PIPE Contractor To Plug (Grout) With Sampling Tee
With Sampling Tee After Installation
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T-.7 ::.4. >: INSTALL 1 -12' RISER
SECTION AA
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
C1Tr of RENTDN
STANDARD PLAM
IM DATZ:01 /05
DWG. NAME: B077 SP PAGE: B077
/4"
GHT
PIPE MATERIAL AS SPECIFIE
BY THE ENGINEER
NOTES:
1. 6" CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3675. (LEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0' THICK, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
104/101
1 Revised notes
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4 Hole
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AG
DATE
I REVISION
I BY
(6" IN)
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Oil Retainer
p'
Hole
Baffle
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(6" OUT)
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SECTION AA
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
C1Tr of RENTDN
STANDARD PLAM
IM DATZ:01 /05
DWG. NAME: B077 SP PAGE: B077
/4"
GHT
PIPE MATERIAL AS SPECIFIE
BY THE ENGINEER
NOTES:
1. 6" CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3675. (LEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1' -0' THICK, 2' -0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
104/101
1 Revised notes
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Added notes
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AG
DATE
I REVISION
I BY
PPR
PLUG TO BE SEALED
_ IN SAME MANNER AS
MAIN SEWER JOINTS.
6 INCH CLEANOUT
Y ADOPTED
C1TY OF RENTON
+ s
STANDARD FLM
T LBT DATE. 04/04
DWG. NAME: B076 SP PAGE: 8076
S-3357,05
FEMMMENDM FM AMMVAL G7F--P.4F3TMENT ®E PUBLIC WORKS
Date: SANITARY T
DETAILS
Date: Smithers' Place
DESIGNED BHE
DRAWN BHE DATE 4/02/02 FILE NO.
Date
CHECKED RJA SCALE NA FIELD BOOK PAGE
Date APPROVED
DIRECTOR OFF PUBLIC WORKS SHEET OF 3
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