HomeMy WebLinkAboutTED4001879.1]FED - 40 - 1879
ANG'S GLASS
(SOUTH OF AIRPORT WAY S & NORTH OF S TILLICUM ST)
PAGE 01 OF 01
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3260 9b (40 x 8o)
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APPROVED " DATE
RECOMMENDED
FOR A PROVAL
i
GENERAL NOTES:
1. All construction shall be in
accordance with "Standard
Specifications for Municipal Public
Works Construction: prepared by
Washington State Chapter American
Public Works Association, Current
edition (APWA) and City of Renton
Standards and Specifications.
2. Bedding shall be per APWA Standard
Plan No. 62, flexible pipe (CMP or
plastic). Bedding shall be Class F
Type 2 placed four (4) inches below
pipe to six (6) inches above pipe.
Backfill shall be placed by hand in
six (6) inch layers and compacted to
ninety-five percent maximum density.
3. Backfill shall be bank run gravel
,)r native material of similar
characteristics to bank run gravel
placed above pipe bedding compacted to
ninety-five (95) percent maximum
density.
4. Storm and Sanitary Sewer (SS)
Drain Pipe shall be-�r-N4. `-ice t_L,A,;Lj;f
A•p rs M R e-:ry cr. K.c F_ P C_61,jc_ a y y _ n pe -
5. All Type I catch basins shall
conform to APWA Standards Dwg No. 52.
6. Frames and grates shall confrom
to Std. Plan No. 40 -- Duticle iron.
7. All building downspouts
shall be connected to
storm nrainage system unless otherwise
approved by Department of Public
Works.
8. All driveways shall conform to
City of Renton standards.
9. Clean out all new and existing
catch basins and storm drain pipes
after completion of paving..
10. All asphalt areas to be 4,"
crushed rock and 2" asphalt.
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