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PROPERTY LINE
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SANITARY SEWER NOTES &� SPECI EI CA TI ON S
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SIDE SEWER MAIN T O � BUILDING SEWER
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SANJ TA R Y SEWER NOTES AND SPECIFICATIONS
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WI TH THE STANDARDS AND
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SPECIFICATION OF THE CITY OF RENTON UTILITY" DEPARTMENT AND THE LATEST EDITION OF
�IFUTURE
6'SEWER PIPE 6.0 'I BLDG SEWER
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THE WSDOT/APWA STANDARDS AND SPECIFICA TIONS
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2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPECIFICATIONS FOR
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MUNICIPAL PUBLIC WORKS CONSTRUCTION? PREPARED BY WASHINGTON STATE CHAPTER
PAINT UPPER PORTION WHITE
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AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
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STANDARD SPECIFICA TIONS_
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J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
BLACK LETTERS.
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CONTRACTOR?S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
6" SIDE SEWER & BUILDING SEWER
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AVOID DAMAGE OR DISTURBANCE.
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4. 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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6" SIDE SEWER
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5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
1: 3: 5 MIX NOTE:
CONCRETE `60'
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OTHER REL A TED PERMITS PRIOR TO ANY CONSTRUCTION.
ALLOWABLE MAX SIDE SEWER SHALL HAVE A
BLOCKING
FOR CASTOR MINIMUM 5' COVER AT PROPERTY
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PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
MAX DUCTILE IRON PIPE. LINE OR 3-5' LOWER THAN THE
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PRECEDENCE OVER ALL OTHER PLANS.
6 MIN 4 LOWEST HOUSE ELEVATION, WHICH-
25 i iv1IN I EVER !S LOWER.
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7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
6"MIN HORIZONTAL t
IS IN PROGRESS
T6" SIDE OUTLET TEE
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8. THE CONTRACTOR SHALL PROVIDE THE CITY OF PEN TON WITH AN AS -BUILT DRAWING OF
MAIN EXISTING SEWER MAIN
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
CONC. BLOCKING ANGLE 6" SIDE SEWER
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PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
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OF TEE A T MAIN OVER 25 0
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9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
ELEVA TION �, 6 TEST TEE
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING
TO INSTALLED
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EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
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FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
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MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
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gv0 MAKE TAP THROUGH CAST IRON
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10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
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cAD IL E S��'URED Tn cciAico AA /A1
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R� WITH STAINLESS STEEL BANDS
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SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE
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EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
25` G SEWERS TO EXISTING MAIN.
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIA TEL Y AFTER BACKFILL AND COMPACTION. A
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HORIZONTAL VITRIFIED CLAY, PLAIN &
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RENTON CURRENT STANDARDS.
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TYPICAL SIDE SEWER REINFORCED CONCRETE, DI &
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11. DA TUM SHALL BE Cl TY OF RENTON, 1988 NA VD.
Cl PIPE SEWER MAINS ARE TO
EL E VA TI ON BE CORE DRILLED.
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12, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
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THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER
SIDE SEWER SERVICE D E TA I L
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THE COMPLETION OF CONSTRUCTION.
T YP. SEE SH TS. 15 &� 16
1.3, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FUJ%VDA l fUfV
IN ACCORDANCE W TH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
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LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS
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PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA TERIAL, TO UNIFORM GRADE SO THA T
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THE EN TIRE LENG TH OF THE PIPE WILL BE SUPPOR TED ON A UNIFORML Y DENSE, UN YIELDING
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BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
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14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
.JVJ4, SCR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
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INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
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UTILI TY SPECIFICA TIONS
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�SSI�NAL ��1
"AS —BUILT NOTE® EXPIRES 6/22/07
"AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
BYE DATE
BY DATE
BY DATE
BY DATE
BY DATE
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EXPIRES 6/22/071
DFZANO:
898001 SITE, DWG
SHEET: 4 OF: 4
OCT at t ST❑RM
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