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NOTES: <br /> 1. BACKFILL BEHIND BOULDERS SHALL <br /> BE COMPACTED TO NINETY FIVE <br /> PERCENT (95%) MAXIMUM <br /> STANDARD PROCTOR DENSITY (ASTM <br /> D698). SEE SPECIFICATIONS FOR <br /> MORE DETAILS. <br /> 2. REFER TO SHEETS G2 FOR <br /> PROPOSED GRADE <br /> PROPOSED FENCE, WHERE ESTIMATED QUANTITIES. <br /> IDENTIFIED ON SHEET C8 AND C9 <br /> CRUSHER FINES <br /> 2FT MIN. WHEN CONSTRAINED 61N THICK <br /> FABRIC WRAP 2FT WIDE <br /> EXISTING TRAIL <br /> 5FT LONG WILLOW CUTTINGS INSTALLED TO SEE SHEET D2 <br /> THEIR LENGTH, 1 PER LF ALONG CHANNEL <br /> 7 ; <br /> / 5FT MIN. <br /> ------------------------------------------------------------------------------------------------------- --------------------------------------------------------- ---------------------------1-- <br /> UPPER PLANTING BENCH <br /> iFT OF NATIVE SOIL AMENDED 30—INCH LONG WILLOW <br /> WITH BIOSOL, BROADCAST CUTTINGS INSTALLED TO J <br /> SEEDED WITH NATIVE RIPARIAN THEIR LENGTH, 1 PER LF <br /> MIX, AND MULCHED o <br /> --------------------------------------------------------------------------------------------------7---------------------- 1 - <br /> ______________________ ____ ________- _ __ <br /> Q� <br /> JP <br /> --------------------------------------------------------------------------------------------OzaacFs LOWER PLANTING BENCH <br /> M <br /> p-------------------------------------------- ---- 10=1 ^ N <br /> N <br /> 3 F <br /> 8FT VOID FILLED N <br /> RIPRAP APRON �� L <br /> N <br /> 3 F EO <br /> \ � / MIDDLE WALL p <br /> 3 F 1FT OF NATIVE SOIL AMENDED WITH BIOSOL, z <br /> BROADCAST SEEDED WITH NATIVE RIPARIAN <br /> MIX, AND COVERED WITH BIODEGRADABLE <br /> EROSION CONTROL BLANKET z <br /> w <br /> U) <br /> EXISTING GRADE w <br /> ? 2FT THICK TYPE M SOIL 0 <br /> FILLED RIPRAP J <br /> Z <br /> ILL <br /> BACKFILL 31N MHFD TYPE 11 <br /> BEDDING (CDOT SECT. <br /> 703.09, CLASS A) OR <br /> EQUIVALENT CLEAN <br /> BOTTOM WALL ALLUVIAL FILL AS APPROVED <br /> SEE SHEET C7 FOR 3 STACKED BY ENGINEER (TYP.) <br /> TYPE H VOID FILLED OR 2 STACKED BOULDERS <br /> RIPRAP APRON, WITH MIRAFI 180 N NON—WOVEN FILTER <br /> COBBLE TOP DRESSING <br /> 2*D50 DEPTH (3FT) FABRIC (TYP.) <br /> TYPICAL BANK CROSS SECTION <br /> NOT TO SCALE (SECTION LOOKING DOWNSTREAM) o�p,DO L/CFI <br /> AN Rs< <br /> :c, 43882,Z' <br /> w S�ONAI.E�G\ <br /> 0 <br /> Print Date: Nov 29, 2023 Sheet Revisions POUDRE PONDS BANK STABILIZATION PROJECT Project No./Code <br /> File Name: TypicalChannelDetail.dwg Date: Comments Init. Otak <br /> � C;n,r / v\ No Revisions: TYPICAL BANK DETAIL 20119E <br /> Greeh'y°`a�° Revised: Designer: CR Structure <br /> Detailer: KM Numbers <br /> Void: Sheet Subset: Subset Sheets: Sheet Number D1 <br /> a <br />