HomeMy WebLinkAboutzS-1488SetGENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF RENTON
"REGULATIOINS AND STANDARDS FOR CONSTRUCTION OF EXTENSION TO THE C,T!
WATER AND SANITARY SEWER SYSTEM," REVISED ADDITION.
2. A PRE - CONSTRUCTION CONFERENCE SHALL BE ARRANGED BETWEEN CONTRACTOR AND
APPROPRIATE CITY OF RENTON OFFICIALS PRIOR TO CONSTRUCTION.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCATIONS OF ALL EXISTING UTILITIES SHOWN, SO AS TO AVOID DAMAGE CR
DISTURBANCE.
4. ALL SIDE SEWWERS SHALL BE LAID ON A 2% MINIMUM GRADE, AND SHALL BE AT A
MINIMUM DEPTH OF 5 FEET AT PROPERTY LINE.
5. THE TOP OF MANHOLES WITHIN RIGHT -OS -WAYS SHALL NOT BE ADJUSTED TO FINAL GRADE
UNTIL AFTER PAVING.
6. ALL SANITARY SEWER PIPE TO BE CONCRETE, NON - REINFORCED, CONFORMLNG TO ASTM
C14, CLASS 2. ALTERNATE TO BE PVC PLASTIC PIPE CONFORMING TO ASTM 0 3031.
RUBBER GASKETS FOR CONCRETE PIPE SHALL ?tEET ASTM C443 STANDARDS. RUBBER
GASKETS FOR PVC PIPE SHALL MEET ASTM 1869 STANDARDS. PIPE BEDDING TO BE
GLASS "C" ACCORDING TO APWA STD. PLAN NO. 62 FOR PVC. BEDDING SHALL BE PEA
GRAVEL 6" OVER AND UNDER PIPE.
7. MANHOLES TO BE PER,APWA MANHOLE STD. PLAN NO. 34.
8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO START OF CONSTRUCTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR T.V. INSPECTION OF THE SEWER SYSTEM'
USING AN APPROVED T.V. SYSTEM. VIDEO TAPES SHALL BE SUBMITTED TO THE CITY
SHOWING THE T.V. INSPECTION WORK.
10. ALL MANHOLES IN EASEMENT SHALL HAVE LOCKING LIDS.
11. SIDE SEWERS OVER 100" SHALL HAVE CLEANOUT EVERY 100'.
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