Laserfiche WebLink
- <br />— — -16- — — - EXISTING CONTOUR <br />16 PROPOSED CONTOUR <br />w <br />SEDIMENT FENCE, SEE DETAIL 103/C1.1. STEEL <br />w <br />V) <br />z <br />0- <br />POSTS ARE REQUIRED <br />m <br />V) <br />w <br />SITE CIRCULATION ROUTE <br />O <br />Of <br />v <br />``' <br /><- _I CONSTRUCTION ACCESS, SEE DETAIL 101/C1.1 <br />o <br />� <br />ui <br />CRUSHED AND RUBBLIZE EXISTING PAVEMENT <br />o <br />C3 <br />TO INTEGRATION INTO SITE FILL. <br />C> <br />00 <br />DEMOLISH AND REMOVE EXISTING FEATURE <br />z <br />0CIA <br />W <br />`- <br />o <br />x,--18.32 PROPOSED SPOT ELEVATION <br />00 <br />o <br />0 <br />w <br />Y <br />Y <br />N <br />0 <br />F— <br />Z <br />co <br />O <br />(17 <br />Q <br />V) <br />J <br />� <br />w <br />RAL NO i <br />W <br />Q <br />4 <br />0 <br />o <br />a:Y <br />0 0 <br />0 <br />V) <br />1. <br />NOT USED. <br />2. <br />SITE FILL SHALL CONFORM TO WSDOT STANDARD SPECIFICATIONS FOR <br />w <br />GRAVEL BORROW, 9-03.14(1) OR SELECT BORROW 9-03.14(2). <br />GRANULAR MATERIAL MAY CONTAIN PROCESSED/RECYCLED CONCRETE. <br />3. <br />SEE SHEETS C1.1 AND C1.2 FOR EROSION CONTROL NOTES AND DETAILS. <br />4. <br />SITE EARTHWORK OPERATIONS SHALL COMMENCE AT THE NORTH END OF <br />21 o <br />"' <br />o <br />THE SITE THEN CONTINUE TO THE SOUTH END OF THE SITE. <br />J <br />5. <br />APPLICANT SHALL STRIP 6-12 INCHES OF ORGANIC SOILS PRIOR TO <br />W <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 <br />AND BACKFILL W/ SELECT BORROW OR GRAVEL BORROW. <br />® <br />o <br />7. <br />INSTALL BORROW IN LIFTS NO GREATER THAN 8" DEPTH AND COMPACT <br />o <br />TO 95% OF MAX. DENSITY PER ASTM D-1557. <br />8. <br />MINIMUM TEMPORARY SEDIMENT POND BOTTOM AREA OF 5,600 SQUARE <br />D E <br />N <br />FEET. <br />umem <br />°, cn o <br />a <br />u <br />9. <br />POND SHALL BE DIVIDED INTO THREE ROUGHLY EQUAL CELLS. THE <br />rtoo <br />® ~ <br />`- <br />' <br />DIVIDER SHALL BE WIRE -BACKED, EXTRA STRENGTH FILTER FABRIC. THE <br />0 <br />DIVIDER SHALL BE AT LEAST ONE-HALF THE HEIGHT OF THE RISER AND00 <br />— <br />— <br />A MINIMUM OF ONE FOOT BELOW THE TOP OF THE RISER (BMP C241: <br />J, <br />TEMPORARY SEDIMENT POND). <br />- <br />w <br />W <br />3 <br />10. <br />INTERIM EARTHWORK ACTIVITIES TO CONFORM TO RECOMMENDATION <br />"PRELIMINARY <br />r <br />3 <br />PROVIDED IN GEOTECHNICAL STUDY, RIVERSIDE PROPERTY, <br />0 n <br />0� <br />a <br />PREPARED FOR THE CITY OF EVERETT PUBLIC WORKS BY ASPECT <br />L <br />CONSULTING, PROJECT NO. 080161-001, JUNE 17, 2009. ACTUAL <br />vi <br />J w <br />v <br />ON -SITE CONDITIONS MAY VARY. IT IS RECOMMENDED THAT THE <br />m <br />j <br />ui <br />CONTRACTOR OBTAIN SOIL TESTING SERVICES AND GEOTECHNICAL <br />o <br />c.� L' <br />o <br />ENGINEERING SERVICES DURING EARTHWORK OPERATIONS. <br />a <br />co <br />CL <br />a <br />w <br />11. <br />PROTECT STOCKPILES FROM EROSION BY COVERING W/ PLASTIC. SEE <br />a <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 <br />COMPLETION OF CONSTRUCTION. IF RESEEDING IS NOT PRACTICAL DUE <br />TO WEATHER OR SEASON PROBLEMS, THE GROUND MUST BE COVERED <br />WITH MULCH AS DIRECTED BY THE CITY ENGINEER. <br />N <br />N <br />In Z <br />cr- <br />oo <br />0 <br />U <br />z <br />Z <br />� <br />0 <br />5 <br />p <br />o <br />m <br />0 <br />w <br />a <br />d <br />w <br />x <br />(L <br />cr- rz Ld <br />cl)Mz <br />APPROVED : � u— z <br />PUBLIC VVi Ri(S DEPAR rT ENw <br />CD _ 3: <br />iTV 0 EVERETT REVIEWED FOR PERIAI'r .$ <br />F � <br />o W® w <br />A 1� >Fr M <br />z— w <br />SHEET N0. <br />■ i <br />C®MPMT N <br />HORIZODTU <br />1"=5O' � PROJECT N0. <br />INTERIM SITE FILL AND EROSION CONTROL PLAN 50 0 50 100 00 <br />SCALE: 1 "=50'3: 17730 <br />