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a0 <br /> C3.02 <br /> \ _J I Z <br /> ONO <br /> \\ CACHE LA <br /> \�\\\ <br /> \\\\\\\ \\\\\\\\\\ \\ \ \ POUDRE RIVER -' t — <br /> \\�\\\\ 5o2;, <br /> \\ \\\\ \ \\\\\\\\\ \ \ — 2 <br /> KEYMAP W <br /> -- - - - - <br /> \�\�\ <br /> \ 11 � I i ill�rlrii � o <br /> RECLAIMED EMBANKMENT \i111 \\\\\\\\ \ 11 ` 1 \1I1\ z Co <br /> TO TIE INTO EXISTING \\I\\\ \ \\zw\(� \ 1 11�11 ' Sp33 \\\\\\I�1\ NORTH W <br /> U <br /> SLOPE AND ELEVATION 111 \\\�\l\� \ \ 11111 �\1 �►\►�\ <br /> 111 o \ \ \III -SITE BOUNDARY I,�ji''' 100 0 100 200 300Feet Y <br /> \�\ Q <br /> \ ( IN FEET ) <br /> \\\\ II \ <br /> 1 inch = 100 ft. <br /> LEGEND: <br /> SITE BOUNDARY -- <br /> \\\ EASEMENT — — — — — -- — <br /> EMBANKMENT \\\\ k \ 11 \ \\ _ _ <br /> REACH 1 \\\\\ \ `l`\�� \`\�\\\\ SLURRY WALL ZO <br /> STAGED RIPRAP \ \ ��\\�\� STAGED ROCK NOTES: — c3 o <br /> (APPROXIMATELY 0 <br /> (APPROXIMATELY j I_ Q <br /> 350-400 CY) \ \\ ) \\ .. 1. EMBANKMENT REPAIR AND MITIGATION FINAL POSITIONING AND E � <br /> \\\ \ 100-150 CY <br /> ) ELEVATION TAKEN FROM CITY OF FORT COLLINS AERIAL W p O <br /> TOPOGRAPHY PROVIDED BY CITY GIS INFORMATION SERVICES. w Z O <br /> ADDITIONAL SPOT SURVEY CONDUCTED MARCH 21, 2014 FOR Cc Q U <br /> TOP OF FAILED GI II \ \\\ \\\ \ l)�\\ STATIONING, EXISTING CONDITIONS, AND CONSTRUCTION OFFSETS U) C_ <br /> \ \ \ \\ I \ ALSO PROVIDED. ELEVATIONS PROVIDED ARE NGVD 29 DATUM. W Q Z <br /> TREIBER A EMBANKMENT 's\ s° \ \\\\\\\\\ <br /> s x \ �� \ VAR \ \ \ �\ 2. REACH 1 EXTENDS FROM APPROXIMATELY STA 11+80 THROUGH Q W O <br /> RESERVOIR ///�/ \ \ \ \\\\\\\\ STA 16+10 OR ABOUT 430 FEET. J U <br /> ui <br /> \ Co/ h° 3. REACH 1 COMPLETE EMBANKMENT FAILURE (SEE DETAILS SHEET 3, m W <br /> SLURRY WALL / // \ So2a \�\\\��� SITE PLAN MAP) EXTENDS FROM APPROXIMATELY STA 14+55 TO — <br /> / / / ��\����� STA 15+90. SIGNIFICANT TOE FAILURE EXISTS IN REMAINDER OF Y <br /> RECLAIMED EMBANKMENT REACH 1 (SEE DETAILS SHEET 3, SITE PLAN MAP). Z <br /> 9lTO( � \ TIE INTO EXISTING A / \ ° 4. TOP OF BANK ELEVATION IN REACH 1 IS APPROXIMATELY 5036 <br /> 3�\ \ \ \ � s, SLOPE AND ELEVATION FEET. w <br /> 50 = <br /> � \\�°��\ \ � U \�, 5. FINAL TOE OF SLOPE ELEVATION FOR REACH 1 SHALL BE 5026 <br /> \\ \ \S°�\\ �\\ \ \ FEET AT DESIGNATED OFFSET POSITION. FINAL POSITION AND CD\ \ ,� ! �� ELEVATION ARE MAXIMUMS WITH A CONSTRUCTION TOLERANCE OF N <br /> �s°ems MINUS 0.5 FEET. <br /> I-_ $ <br /> LL <br /> 6. REACH 1 EXISTING TOE OF SLOPE ELEVATIONS (ON MARCH 21, w O o <br /> 2014) AT FINAL POSITIONING RANGE FROM 5020.5 FEET TO 5027 U) Iw <br /> FEET. o <br />