HomeMy WebLinkAboutWWP2703357.5�-
go,Mr'ARY SEWER NOTES AND SPECIFICATIONS
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ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
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SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
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OF THE WSDOT APWA STANDARDS AND SPECIFICATIONS.
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2.
THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO
3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT
OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
6" BUILDING SEWER PIPE
DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.CL
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3.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
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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
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CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
s" SIDE SEWER AND BUILDING SEWER
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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STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
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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
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
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6.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
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CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
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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.
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PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
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PRECEDENCE OVER ALL OTHER PLANS.
CONCRETE
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A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
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IS IN PROGRESS.
R E TY OF RENTON WITH AN AS BUILT DRAWING OF
SE 1/4 SECTION 18 AND SW 1/4 SECTION 17, TWP. 23 N., RGE. 5 E., W.M.
PROPERTY LINE
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6'-0'.
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FUTURE
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BUILDING SEWER
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` 2"x 4" STUD SERVICE MARKER PAINT
UPPER PORTION WHITE ANS STENCIL ON
SIDE WORDING 'SEWER" WITH 3" HIGH
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BLACK LETTERS. AND #6 WIRE WRAPPED
AROUND THE STUD AND EXTENDED TO THE
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TOP OF THE STUD.
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.
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10. THE CONTRACTOR SHALL P OVIDE TH CI -
THE SANITARY 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 DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
OF TEE AT MAIN OVER 25
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FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
ELEVATION
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MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
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12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
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SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
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THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
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TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
SEWER MAIN
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND NOTE:
E- 4 W SHALL BE PER CITY OF RENTON CURRENT STANDARDS. UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
N '_1A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
F�-1 C' 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
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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
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PIPE.
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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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17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 3" DOUBLE CHECK VALVE ASSEMBLY PER
18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL CITY OF RENTON STANDARD PLAN B101
DIRECTIONS TO MATCH PAVING. SEE SHEET SD4
PARKING.. GARAGE. FF .EL=34..8.9....
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BOTTOM. OF GARAGE SLAB EL=34.39
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3...ELBOW .
IE=31.64 (6" FROM . ... a. . . . . . . . . .
OIL/WATER SEPARATOR)...
3" DISCHARGE
TO SSCO
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HW ALARM EL=26.75-
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CHECK VALVES ... _ ..... - ....: ..
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PUMP #2 ON EL=25.50 = : ::
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PUMP ON EL=24,25 -
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2160' MANHOLE,
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PER DETAIL SHEET SD4
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PUMP OFF EL=23.00- �:
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BOTTOM OF MH EL=21.75= o
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PUMP #1 AND.#2 SHALL BE PACO MODEL# 1570-0
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1HP,: 1750. RPM, 37PHASE 460 VOLT,: EXPLOSION PROOF, AND
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RAIL MOUNTED AND INCLUDE ALL FITTINGS, PIPING, VALVES AND
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APPURTENANCES. CONTROL. PANEL_SHALL BE:.L.O:CATED IN UTILITY
ROOM. CONTRACTOR SHALL PROVIDE SEPARATE CONDUIT FOR POWER
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AND CONTROLS. SEE MANUFACTURER SPECIFICATIONS FOR ADDITIONAL
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SSMH#2 W/DUPLEX PUMP (TO BE INSTALLED AND REQUIINSPECTED UNDER THE BUILDING PERMIT)
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10 17 Edlted note
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DATE REVISIONI
BY
APPR
uiu ci rNor
HORIZONTAL
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
1 ADOPTED
CITY OF RENTON
STANDARD ]?I.AN3
iSe DATE: 04/04
DWG. NAME: B078 SP PAGE: 8078
SD
660-SA
450 Gallon Capacity
6'-0'
BACKFILL MATERIAL
(SEE NOTE 5) -
CONCRETE CLASS C
(SEE NOTE 8) -
FOUNDATION LEVEL
(CLASS A DESIGN)
W (SEE NOTE 4)
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
FOUNDATION LEVEL
(CLASS B. C, D. DESIGN)
BEDDING FOR RIGID PIPE
f - W (SEE NOTE 4)
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7)
FOUNDA11ON LEVEL
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
PROVIDE UNIFORM SUPPORT UNDER BARREL
HAND TAMP UNDER HAUNCHES.
COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
ER PIPE. HAND TAMP ONLY.
SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
WEIRS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH
AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL
=NCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE
)TH SHALL BE 1-1/2 I.D. + 18".
TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES"
THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
^EPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE
METER SHALL NOT BE USED IN THE BACKFILL MATERIAL
SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION
THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
'TION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
E IS MAINTAINED.
For Baffle and Weir Plates
PLAN VIEW Typical
Cover Not Shown, See Cover Plan
1 1/2' Dia. Lift Hole
1 Each Side, 2 Sides
INLET PIPE Contractor To Plug (Grout)
With Sampling Tee After Installation
IE=32 22 � .
(6' IN) 0 8° Dia.
Hole
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I 1'-4°
OR OF VAULT EL=34.89
OUTLET PIPE
With Sampling Tee
0 8' Dia. D
Hole
IE=31.72
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Grit/ Sludge 3
Retainer Wei '
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1'-0' 1'-9"
SECTION AA
Oil Retainer
Baffle -
Flow Diffuser
Baf fle
LIMITS OF PIPE ZONE
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LIMITS OF PIPE ZONE
LIMITS OF PIPE ZONE
1' r0"
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
6" MIN.
1/4 I.D.
12" MAX.
6" MIN.
6" MIN.
ZERO
8" 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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1-31-05
111pdate DlmenzWo in Table
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4-4-97
lCwrected note 4
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2-21-91
Revlsd nuts, 4,5,7,t 8. Added note 8
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DATE
REVISION
BY
APPR
No, 3030P Galvanized
Diamond Plate Cover
No. 1012P Galvanized
Diamond Plate Cover
2 Places
1-3/4' Dia. Lift Insert
4 Places
COVER VIEW
INSTALL 1-12' RISER
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
♦ I� i♦
BTeNDM I?I,ANB
O ISP DATE: 01/05
DWG. NAME: B077 SP PAGE: B077
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0"
15"
SECTION A -A
SECTION B-B
►!\ 95 \ : 6 rem
PIPE MATERIAL AS SPECIFIEI
BY THE ENGINEER
NOTES:
1. 6' CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3675. CLEAN 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.
04/10/03
1 Revised notes.
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IDA7196
I Added notes.
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DATE
I REVISION
I BY
APPR
9-335703
RECOMMENDED FOR APPROVAL
By: Date:
py: Date:
moo" zs�s o ��
es F0�STERF
S/�NA L E�� By:
EXPIRES 2/5/08
By:
12./
Date
Date
/4„
GHT I
PLUG TO BE SEALED
-f IN SAME MANNER AS
® MAIN SEWER JOINTS.
6 INCH CLEANOUT
Y ADOPTED
G CITY OF RENTON
sTnrmaRD prr►Ns
NetO ISf DATE: 04/04
DWG. NAME: B076 SP PAGE: B076
DEVELOPER:
SDI RENTON, LLC
2100 124TH AVENUE NE �G A& -A
SUITE 112
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BELLEVUEUE, WA 98005 �e
(425) 641-3939 " Z
CONTACT: BILL SHERMAN
ENGINEER: n \
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18215 72ND AVENUE SOUTH 20G �g
A 2 (425)251-6222E N G
(425)251-8782 FAX
CITY OF RENTON
E�EPAF?TMf=NT OP PIJBL_IC WORKS
SANITARY SEWER NOTES AND
DETAILS
Smithers' Place
DESIGNED BHE
DATE 4/02/02 FILE NO.
DRAWN BHE
CHECKED RJA SCALE NA FIELD BOOK PAGE
APPROVED SHEET S3 OF 3
DIRECTOR OF PUBLIC WOFKS
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