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4 <br />I6 •' <br />-0 <br />Ir - <br />SOUTHERN EXTENT OF AFFECTED AREA <br />I <br />GRAVEL ACCESS ROAD <br />I <br />i <br />00 <br />o + <br />N <br />O] m I V P <br />m � <br />� a <br />n 4S <br />a <br />rn � 8j I f <br />v 1+00 2+00 +00 <br />I <br />I � <br />( I <br />/ I <br />/ I <br />SURVEY NOTES: <br />1. HORIZONTAL & VERTICAL DATUM: <br />HORIZONTAL & VERTICAL CONTROL BASED ON LOT CORNER: <br />LOT <br />CORNER <br />NORTHING <br />1400400.866 <br />FASTING <br />3253248.241 <br />ELEVATION <br />4604.7 <br />4609 <br />1 —2+00 <br />14 - - X4614- - - - - -4614= <br />46 <br />2. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND SECTION CORNERS DISTURBED <br />DURING CONSTRUCTION MUST BE REFERENCED AND REPLACED UNDER THE SUPERVISION <br />OF A LICENSED SURVEYOR. <br />3. THIS AUTOCAD DRAWING CONTAINS INFORMATION THAT IS NOT VISIBLE ON THE PLOTTED <br />COPY. TO OBTAIN ALL THE INFORMATION THAT IS AVAILABLE IN THIS DRAWING, ALL THE <br />AUTOCAD LAYERS MUST BE TURNED ON AND THAWED. <br />4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE <br />APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF <br />THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE <br />AREA OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR <br />SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE <br />RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. <br />5. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE <br />RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES <br />AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. <br />4610- <br />4614 - <br />7+00 16+00-4610 <br />`( X.. <br />GENERAL NOTES: <br />1. ELEV. OF BERM CREST = 4614 FT <br />2. MAX POND WATER LEVEL = 4611 FT <br />3. ELEV. OF BOTTOM OF POND = 4595 FT <br />4. SURVEYED WATER SURFACE ELEVATION AT RIVER= 4593 FT <br />5. MAXIMUM EMBANKMENT HEIGHT ABOVE EXISTING GRADE = 10 FT <br />6. TOTAL ESTIMATED POND VOLUME = 102.1 ACRE -FT <br />7. POND SURFACE AREA AT 4611 FT = 9.13 ACRES <br />8. TOTAL ESTIMATED CUT VOLUME = 133,514 CU. YD. <br />9. TOTAL ESTIMATED FILL VOLUME = 16,811 CU. YD. <br />10. NET ESTIMATED VOLUME = 116,703 CU. YD. (CUT) <br />11. NET AFFECTED AREA = 16.20 ACRES <br />I <br />I O <br />O <br />+ <br />-- 599'-8" <br />926'-8" 1 <br />0 <br />0 <br />9+10 <br />PROPOSED POND PLAN <br />FULL SIZE: 1" = 50' <br />HALF SIZE: 1" = 100' <br />50' 0 25' 50' 100' <br />( FEET ) <br />Z <br />89'-8" <br />f) <br />� <br />I <br />a <br />a <br />1 <br />4600 <br />- -4600 <br />0 <br />U <br />4595 <br />\� 4595 <br />C <br />4608- <br />Z <br />c� <br />- N: 1399801.196 It <br />N: 1400311.196 <br />Q <br />1 <br />I <br />E: 3252735.486 <br />E: 3 5 73 .486 <br />� <br />\ <br />o <br />o <br />+ <br />N <br />I <br />I <br />13 <br />14-00 <br />14+93 <br />I <br />U o <br />O <br />z <br />a <br />'. 75' <br />MIN �•{ I <br />IT <br />a go <br />II <br />CL <br />75' MIN <br />W W <br />j } <br />U <br />Q U <br />0 <br />U 3 <br />Z <br />' <br />+ <br />I <br />W w <br />-22+Q4610 <br />- - - <br />23+00 <br />2 +00 <br />- _ <br />N <br />_ <br />4607 <br />` 4610 <br />N <br />k6p1 <br />c <br />M <br />�O <br />I <br />� Q <br />o y�N <br />4600 <br />m U U N <br />� C I <br />0 m p� <br />4595 <br />C � U— <br />.rz'o, N t o <br />I <br />N: 140040 <br />--- - <br />X <br />E: 3253248.241 8.241 <br />a <br />Ln <br />0 <br />cD <br />Drown TSC <br />E: 3252966.486 <br />U <br />Designed <br />Checked <br />5+00 <br />6+00 <br />7+00 <br />8+00 9+00. <br />10+00 <br />11+00 12+00 <br />13+00 <br />11x17 NTS <br />1 <br />i 4qA ---I <br />Date Creoted02-09-15 <br />Proj. No. 14.050 <br />— <br />x <br />N- of Sheets <br />Drawing No. <br />EXHIBIT C <br />o <br />� <br />a <br />o <br />0 <br />a <br />ov> <br />N: 1399474.196 <br />CONCRETE <br />I <br />E: 3253146.486 <br />DITCH <br />a a <br />N: 1400311.196 <br />E: 3253146.486 <br />p <br />4595— <br />4595 <br />4600 <br />4600 -------- <br />2. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND SECTION CORNERS DISTURBED <br />DURING CONSTRUCTION MUST BE REFERENCED AND REPLACED UNDER THE SUPERVISION <br />OF A LICENSED SURVEYOR. <br />3. THIS AUTOCAD DRAWING CONTAINS INFORMATION THAT IS NOT VISIBLE ON THE PLOTTED <br />COPY. TO OBTAIN ALL THE INFORMATION THAT IS AVAILABLE IN THIS DRAWING, ALL THE <br />AUTOCAD LAYERS MUST BE TURNED ON AND THAWED. <br />4. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE <br />APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF <br />THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE <br />AREA OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR <br />SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE <br />RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. <br />5. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE <br />RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES <br />AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. <br />4610- <br />4614 - <br />7+00 16+00-4610 <br />`( X.. <br />GENERAL NOTES: <br />1. ELEV. OF BERM CREST = 4614 FT <br />2. MAX POND WATER LEVEL = 4611 FT <br />3. ELEV. OF BOTTOM OF POND = 4595 FT <br />4. SURVEYED WATER SURFACE ELEVATION AT RIVER= 4593 FT <br />5. MAXIMUM EMBANKMENT HEIGHT ABOVE EXISTING GRADE = 10 FT <br />6. TOTAL ESTIMATED POND VOLUME = 102.1 ACRE -FT <br />7. POND SURFACE AREA AT 4611 FT = 9.13 ACRES <br />8. TOTAL ESTIMATED CUT VOLUME = 133,514 CU. YD. <br />9. TOTAL ESTIMATED FILL VOLUME = 16,811 CU. YD. <br />10. NET ESTIMATED VOLUME = 116,703 CU. YD. (CUT) <br />11. NET AFFECTED AREA = 16.20 ACRES <br />I <br />I O <br />O <br />+ <br />-- 599'-8" <br />926'-8" 1 <br />0 <br />0 <br />9+10 <br />PROPOSED POND PLAN <br />FULL SIZE: 1" = 50' <br />HALF SIZE: 1" = 100' <br />50' 0 25' 50' 100' <br />( FEET ) <br />Z <br />89'-8" <br />f) <br />Z <br />a <br />a <br />z 0 <br />0 <br />U <br />0 U <br />C <br />Z <br />J <br />~¢ <br />Q <br />512'-8" <br />J <br />13 <br />14-00 <br />14+93 <br />U o <br />z <br />a <br />D <br />a go <br />CL <br />W W <br />U <br />Q U <br />U 3 <br />Z <br />W w <br />Z <br />N <br />c <br />�O <br />� Q <br />o y�N <br />m U U N <br />� C I <br />0 m p� <br />LOT CORNER <br />C � U— <br />.rz'o, N t o <br />N: 140040 <br />N i0 <br />W m <br />X <br />E: 3253248.241 8.241 <br />a <br />Ln <br />0 <br />cD <br />Drown TSC <br />` Of <br />U <br />Designed <br />Checked <br />Approved <br />Scale: <br />11x17 NTS <br />22x34 NTS <br />Date Creoted02-09-15 <br />Proj. No. 14.050 <br />— <br />x <br />N- of Sheets <br />Drawing No. <br />EXHIBIT C <br />