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GENERAL CONSTRUCTION NOTES:
1. All work and service shall be performed in accordance with the plans, City of Renton Standards and
Standard Specifications for Municipal, Works Construction (APWA-1981) unless noted otherwise on
the plans.
2. The existing and approximate locations of underground utilities or structure shown on these plans
were determined by a search of available public records. The owner and Land Planning & Management
expressly disclaim any responsibility for the accuracy or completeness of the information shown. The
contractor shall take the necessary precautionary measure to protect the utilities or structures on the
site. It shall be the responsibility of the contractor to notify the owners of the utilities or structures.
GRADING, PAVING, AND DRAINAGE NOTES
1 The contractor shall clear and grub all areas to be excavated and/or filled to the satisfaction of
the owner.
2. The contractor shall strip the surface organic material within the drainage way to be graded
only and dispose of the unsuitable material as directed by the owner.
3. Prior to the placement of structural fill for the dike, the contractor shall
scarify the area to be filled to a depth of six (6) inches. The soils shall then be conditioned
to the proper moisture content for compaction and compacted to at least ninety-five (95) percent of the
maximum dry density as determined by ASTM compaction procedure D-1557-70.
4. The contractor shall place the structural fill material in eight (8) inch loose lifts conditioned to the pro-
per moisture content for compaction and compacted to at least ninety-five (95) percent of the max-
imum dry density as determined by ASTM compaction procedure D-1557-70;
5. The contractor shall prepare and hydroseed all disturbed areas, i.e., vegetation damaged, destroyed.
and/or removed on cut and fill slopes, ditches, etc. The seed mixture shall be approved by the owner.
5Ei= ATTA.r_H M1IL_-I'1T FoR KI NC7) GOU NTY C E_NERL\L N0TEt)) ERoS\O('1
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2 REVISED p�Z ,�iNC7 Co . 8 �Z3 /83
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4,CANNFD OCT 2 7 2006