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<br />TRUCTION
<br />EASEMENT FROM COE PRIOR TO
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<br />1.
<br />LOCATION OF FILL PROCESSING FEATURE MAY VARY DEPENDENT UPON
<br />PROGRESS OF ON -SITE FILLING AND GRADING ACTIVITIES. FILL
<br />PROCESSING FEATURES ARE INTEGRAL TO SITE FILLING PROCESS.
<br />2.
<br />SITE FILL SHALL CONFORM TO WSDOT STANDARD SPECIFICATIONS FOR
<br />GRAVEL BORROW, 9-03.14(1) OR SELECT BORROW 9-03.14(2).
<br />GRANULAR MATERIAL MAY CONTAIN PROCESSED/RECYCLED CONCRETE.
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<br />3.
<br />SEE SHEETS C1.1 AND C1.2 FOR EROSION CONTROL NOTES AND DETAILS.
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<br />SITE EARTHWORK OPERATIONS SHALL COMMENCE AT THE NORTH END OF
<br />THE SITE THEN CONTINUE TO THE SOUTH END OF THE SITE.
<br />5.
<br />APPLICANT SHALL STRIP 6-12 INCHES OF ORGANIC SOILS PRIOR TO
<br />FILLING OPERATIONS. STOCKPILE ORGANIC STRIPPING AS INDICATED ON
<br />PLAN.
<br />6.
<br />COMPACT NATIVE SUBSOILS PRIOR TO FILLING OPERATION TO MINIMUM
<br />90% OF MAX DENSITY PER ASTM D-1557. OVER EXCAVATE SOFT SPOTS
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<br />AND BACKFILL W/ SELECT BORROW OR GRAVEL BORROW.Lu
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<br />INSTALL BORROW IN LIFTS NO GREATER THAN 8" DEPTH AND COMPACT
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<br />MINIMUM TEMPORARY SEDIMENT POND BOTTOM AREA OF 5,600 SQUARE
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<br />9.
<br />POND SHALL BE DIVIDED INTO THREE ROUGHLY EQUAL CELLS. THE
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<br />DIVIDER SHALL BE WIRE -BACKED, EXTRA STRENGTH FILTER FABRIC. THE
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<br />INTERIM EARTHWORK ACTIVITIES TO CONFORM TO RECOMMENDATION
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<br />PROVIDED 1N "PRELIMINARY GEOTECHNICAL STUDY, RIVERSIDE PROPERTY,
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<br />ON -SITE CONDITIONS MAY VARY. IT IS RECOMMENDED THAT THE
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<br />CONTRACTOR OBTAIN SOIL TESTING SERVICES AND GEOTECHNICAL
<br />ENGINEERING SERVICES DURING EARTHWORK OPERATIONS.
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<br />11.
<br />PROTECT STOCKPILES FROM EROSION BY COVERING W/ PLASTIC. SEE
<br />DETAIL 104/C1.2.
<br />12.
<br />PROVIDE DUST CONTROL VIA WATER TRUCK FOR DURATION OF PROJECT
<br />(BMP C140: DUST CONTROL).
<br />13.
<br />ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF THE
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<br />COMPLETION OF CONSTRUCTION. IF RESEEDING IS NOT PRACTICAL DUE
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<br />TO WEATHER OR SEASON PROBLEMS, THE GROUND MUST BE COVERED
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<br />WITH MULCH AS DIRECTED BY THE CITY ENGINEER.
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<br />REVIEWED FOR PE I1 I ! � a:
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<br />HORIZONTAL SCALE: 1"=50' C PROJECT No.
<br />50 0 50 100 r
<br />177 733
<br />COIuIPANY
<br />INTERIM SITE FILL AND EROSION CONTROL PLAN
<br />SCALE: 1"=50'
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