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\ \ FDP XS 50877 <br /> 0' S' 10' 20' NOTRHING EASTING ELEVATION <br /> b 1407298.637' 3214143.988' 4660.65" <br /> 1 INCH=20 FEET(11 X 17) \ \ } 1407296.416' 3214143.079' 4662.78' <br /> 1 INCH=10FEET(22X34) \ \ \ 04 -_-- <br /> 1407292.529' 3214141.488' 4663.25' <br /> \ \ \ \ 1407290.771' 3214140.768' 4665.41' <br /> \ \ \ \ \\ \ 1407287.902' 3214139.594' 4666.12' <br /> \ 1 --- <br /> 4665 1407274.945' 3214134.290' 4670.55' <br /> ------------------- <br /> \ 1407272.261' 3214133.192' 4671.72' <br /> I � _ <br /> 1407270.873' 3214132.623' 4671.75' <br /> -- <br /> _ <br /> Lpq�\ <br /> BOTTOM WALL ALIGNMENT �Dq l O <br /> - SEE SHEET C7 FOR PROFILE _ �\ /�\ N <br /> � 660 FDA _ \\ �\ <br /> MIDDLE WALL ALIGNMENT \ _ N <br /> SEE SHEET C6 FOR PROFILE (pq 18+00 \ _ <br /> LDq E <br /> � <br /> --- <Dq CHANNEL ALIGNMENT FROM HYDRAULIC O <br /> \ Z <br /> 6+45 \� -- <br /> �\\ z <br /> \I \ <br /> w <br /> 4660.65 �CDq \ PROPOSED LIMITS OF DISTURBANCE <br /> ° - 4662.78 CACHE Lq P - Q <br /> _ OODRE RIV LDA\` - z <br /> 4663.25\ �` ER <br /> �I �\ LOA ILL <br /> 4665.11 <br /> 4666.12-� (Dq <br /> +00 <br /> \ gsss - -_ FDA <br /> LDA <br /> 4 4670.55 <br /> 4671.72� <br /> 4 4671.75 <br /> O�'•'��NN Ro. NSF <br /> EXISTING POUDRE RIVER TRAIL--------"""" <br /> RAIL 4388 z: <br /> b0) <br /> FOP SECTION, SEE SHEET C5. <br /> \bo' FINISHED GRADE MUST MATCH INDICATED ELEVATIONS <br /> Q SEE TABLE <br /> 4 <br /> Print Date: Nov 29, 2023 Sheet Revisions /� POUDRE PONDS BANK STABILIZATION PROJECT Project No./Code <br /> File Name: Proposed Grading Plan.dwg Date: Comments Init. Otak �/ �� <br /> �;;�„r / No Revisions: PROPOSED GRADING PLAN I 20119E <br /> Revised: Designer: CR Structure <br /> Greeley-'' Numberseaer: <br /> Void: Fs heet Subset: Subset Sheets: Sheet Number C2 <br /> a <br />