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1 . ALL CONSTRUCT ION SHALL BE I N ACCORDANCE W I TH "STANDARD SPEC I F I CAT IONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASH I NGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 (APWA) AND CITY OF
RENTON STANDARDS.
2. ALL 12 INCH STORM DRAIN PIPE SHALL BE 16 GAUGE GALVANIZED STEEL,
TREATMENT 1 ASPHALT COATED OR 16 GAUGE ALUMINUM HELICAL CORRUGATED
METAL PIPE. THE STEEL AND ALUMINUM PIPE SHALL HAVE WATERTIGHT
CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SECTION
60-302H2.
3. BEDDING FOR STORM DRAIN PIPE SHALL BE CLASS "B" PER APWA STANDARD PLAN
62. (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 27
INCH AND SMALLER AND FROM 6 INCHES BELOW P I PE TO SPR INGL INE FOR P I PE
30 INCHES AND LARGER.)
4. TRENCH WIDTH SHALL BE 40 INCH MINIMUM OF. 1-1/2 TIMES THE PIPE DIAMETER
PLUS 18 INCHES WHICHEVER IS GREATER.
5. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH 8 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95� 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.
6. ALL CATCH BASINS SHALL BE APWA STANDARD PLAN NO. 52, TYPE I-C WITH APWA
TYPE 60 OULET TRAP AND SHALL HAVE APWA STANDARD PLAN NO. 49 FRAME AND
GRATE.
7. 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.
8. NO HANDHOLES, VAULTS, METER BOXES TO BE LOCATED IN SIDEWALKS.
9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON
THE CONSTRUCTION SITE.
IBNOTE:
AS -BUILT INFORMATION FOR REVISIONS TO DRAWING WAS COMPILED BY
USHIROED & HITC HINGS 1NI FROM FIELD SURVEY ON 9-19-1983.
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A.46MALT 6.3 ZL j (AP W A STD. P,&.0 OQ 1A)
(APWA TAPE "A:') "
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CAPt�I A STD- PLAN tJ o• 14) ar T t`'
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C-�( AS -GUILT DATA ON 9-19-1983) ( SEE ABOVE)
APPROVED. FOR CONSTRUCTION
CI v OF RENTON DEFOT OF PUBLIC WORKS DATE
STREET IMIII KoVEMEtJTS
N. E. 4 4-'-% ST R E ET
E.p•ST OF• J tJ t o IJ A.JE► 1 vE tJ • E .
(L E 0 -row WAS t-1 10 Gera N
BUSH, ROED & HITCHINGS, INC., P.S.
CIVIL ENGINEERS & LAND SURVEYORS
SEATTLE, WASHINGTON 323-4144
SCE DATE DRAWN JOB NO
1AL0TEG ,`..' :' , tied JAL 150
Iti
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1141111 ,••.C. so, ••I11•• n0
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