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911\ <br />12 <br />■E <br />e <br />COLLECTION BOX{ <br />I <br />I H3A0 _ <br />1-- 1 --le <br />9 , <br />1 a <br />d <br />g92s\ r — <br />H -3B ~� _ H -2N <br />19 1 4 <br />gg <br />E , <br />NOTES: <br />1 TOPOGRAPHY BY AERO -METRIC INC USING PHOTOGRAMMETRIC METHODS FROM AERIAL PHOTOGRAPHS TAKEN IN <br />SEPTEMBER 2015 <br />ui 2 OO NOT CUT INTO NATURAL GROUND. <br />ry� <br />i 3. PROTECT HORIZONTAL DRAINS AND PIEZOMETERS. <br />4. SELECTIVE CUT AND LOCALIZED GRADING MAY BE REQUIRED AROUND HORIZONTAL DRAINS AND PIEZOMETERS <br />5 5. PROTECT DRAINAGE DITCH FROM MATERIAUSEDIMENT <br />6. APPLY COHEREX TO ORIGINAL DAM AFTER FINAL GRADING <br />7. ONLY PIEZOMETERS AT TOE OF STEPBACK AND OR'GINAL DAM ARE SHOWN <br />a <br />A B I C <br />3 DAM STEPBACK I <br />J <br />LEGEND: <br />Q E-3 PIEZOMETER <br />HORIZONTAL DRAIN (BURIED <br />EXCEPT OUTLET) <br />N 191,876. <br />96,897.89 <br />T <br />_G 2 <br />COLLIE <br />p GH2 <br />IL <br />3 <br />mcm <br />61006 Quebec Steel <br />C wrmoW VIIIape. CO 80111 <br />303 681-27701ph.: <br />3031-38161hs1 <br />mcmill as= <br />HENDERSON MILL <br />PARSHALL, CO <br />HENDERSON 3 DAM <br />REGRADING <br />� � V v � ISSUED FOR BIDDING <br />ISSUED FOR CONSTRUCTION <br />n <br />i <br />D REVISIONS <br />G��VE NO. OESLR1PTION DATE <br />REC ® ISSUE FOR PERMIT 211&17 <br />4 0 <br />0 <br />0 <br />�O� 0 �0 soy 10� QF AECOM PROJECT N(} 60472575 <br />O Y1�1H�Y pIVl�1N��G A �� DRAWNSY' RAM <br />DESIGNED BY KA <br />CHECKED BY, JC6 <br />DATE CREATED: 2017 <br />PHOT DATE. 215117 <br />MATERIAL FROM GRADING- .... 27,295 CY SCALE. AS 6HOV6FI <br />ACRD VER 2016 <br />SHEET TITLE <br />yin►.�`� '0 5 3 DAM REGRADE <br />� PLAN <br />ISSUE FOR PERMIT <br />F SHEET 1 OF 3 <br />