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0' 7.5' 15' 30, / NOTE: <br /> 4660 ONLY THE TOP TWO COURSES OF <br /> BOULDERS ARE SHOWN FOR <br /> CLARITY <br /> 1 INCH=30 FEET(11 X 17) / oc' <br /> 1 INCH=15 FEET(22 X 34) <br /> 4660 <br /> PROPOSED LIMITS OF DISTURBANCE <br /> 4665 <br /> / i T <br /> / o <br /> 4665 <br /> / i b66 <br /> bbo <br /> a <br /> ° <br /> X <br /> � d <br /> 8FT VOID FILLED RIPRAP APRON ° M <br /> / SEE SHEET D1 660 O <br /> N <br /> 6-10 <br /> LOWER TWO WALLS TO BE KEYED INTO <br /> THE BANK A MINIMUM OF 1OFT AT A O <br /> ALIGNMENT FROM HYDRAULIC MODEL / G 30 DEGREE ANGLE FROM THE BANK AS Z <br /> d SHOWN. BACKFILL TO EXISTING GRADE <br /> _ _ a AND REVEGETATE <br /> 4660 _ Z <br /> g660 <br /> POUDRE RIVER p <br /> CACHE IA V <br /> Q <br /> P POSED RO <br /> FENCE <br /> APPROX. 95FT <br /> 4660 _ -- X ° r SEE SHEET D3 <br /> 4665 <br /> `4670` <br /> ° <br /> d d <br /> ° <br /> a <br /> ° BOTTOM ROCK WALL, SEE TYPICAL SECTION ON SHEET D1 �pp0 LI't- A' <br /> LOWER PLANTING BENCH EXISTING POUDRE RIVER TRAIL <br /> MIDDLE ROCK WALL, SEE TYPICAL SECTION ON SHEET D1 C�: ���;•O <br /> UPPER PLANTING BENCH •2 <br /> SOIL FILLED RIPRAP SLOPE, SEE TYPICAL 'U 4388 z's <br /> SECTION ON SHEET D1 <br /> CRUSHER FINES BUFFER, <br /> SEE SHEET D1 ••• ... G� <br /> S�ONALE� <br /> U <br /> pQ6 <br /> U <br /> Print Date: Nov 30, 2023 Sheet Revisions POUDRE PONDS BANK STABILIZATION PROJECT Project No./Code <br /> File Name: Stabilization Plan.dwg Date: Comments Init. Otak STABILIZATION PLAN 2 <br /> 20119E <br /> 8 <br /> ctn of/ V\ No Revisions: <br /> N O S G reeley Revised: Designer: CR Structure <br /> 3 Detailer: KM Numbers <br /> O Void: Sheet Subset: Subset Sheets: Sheet Number C9 <br /> 0 <br />