HomeMy WebLinkAboutS-377502A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
SEE SHEET RD -01
MATCH LINE STA. 15 +00.00
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ENGINEER OF ANY DISCREPANCIES
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SCALE: 1" =20' HORIZ.
1' =5' VERr.
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION DETAIL
ON SHEET SS -05. SEWER STUBS TO THE PROPERTY LINE SHALL BE
6 -INCH ® 2% SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO
SEWER STUB ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES
ARE LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
CHECKED FOR COMPLIANCE TO CITY ST_-
S_3 „�.
77502
AL CITY OF WHITMAN COURT 12/01/101
RENTON SANITARY SEWER PLAN AND PROFILE
Planning /Building /Public Works Dept. PERMIT #U14003820 SS -01
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