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I Revlst 6rgdaa To STA. i3 50 To <br />1 POND SIZES SHOWN ARE BASEDON AN APPROXIMATE 10 FT MAXIMUM CUT THE �v�\ ~� r '' ” '' I ,-s 1' I \` l \ \ \ \\ _ `\ \ \ \ 1 \ `\ ` ♦ 1 5/18/82 O <br />, \ `\ ``\ ��, "_ Auommo ate Truck Ram T,L.W <br />AVAILABLE SILT STORAGE VOLUMES SHOWN MAY AT THE OWNER'S OPTION BE '' /+ + `- \° 1� 1 `_'11 \ \ ` �\ \ I\ \ ` \ \ \ ` `\ \ ` \ �- - ' - - - _ <br />INCREASED OR DEGREASED BY APPROPRIATELY ADJUSTING THE SIZE OF THE <br />�`\'� \ I I \ \ 1 J I `♦ �\ 1 \I 1 �1 Z 5-12-0 TECH.REk 2 Ices, co• b T <br />''�\ \ 1 i .♦ ,II , \ \ \ 11\ \\ \ 1 I 1 \I ` - A E W. <br />POND. THE POND BOTTOM ELEVATIONS SHOWN MAY NOT BE LOWERED. I ` I I , ( I\ 1 '11 IIII \� \ � \ \ \ , I I ) '/ I , I � � I I �I l J 1 - \ \ _ <br />11'1`\ ♦` ♦\ ` l• - __- II ''I \\ \�\ \ \ \ \ \\ \``\ \` <br />REVISION <br />` \ <br />"E MQ DAT[ <br />N 89 °21' 23 <br />` r ; ' , ` ,. \ \ \ •\ \, �; _ _ \ �- ' ' _ -- -- CASTLE CONCRETE CO. <br />` , _ �\ \\ • \\ \• \ \ \ \ \�� -_` -• \ \ `` `• : _ _— _— GRADE lJi'RI.�NAL PIKEVIEW QUARRY ACCESS ROAD I�' =5o H i :. <br />C� \ <br />\ \ \ _ <br />r \ , HPTi (END) 46 +83.82 ♦ \, \ 1 \ _ \ \ l \_ \ \ \ - \`\\ _ _ e.�� osn <br />-� (,• )r `,``� �, //� I \1 1,',1 - \ ACC S OADASSHO� -- - -- - - 12.22'8 <br />' 1 (' \. \, ' r ``• -- , / -,'.l' I 1 \ 1 11 I I I 1 ,r/ ♦ ; I I - \\ ♦\ 1 \ -= _ ` \ `.` \ ♦ �� ~ ~� WAW"my 1 <br />\`,� ' - -- \, \�, -: - - -� DETAILED DRAINAGE GRADING <br />"sawsrnw <br />- - -- -- -- 1\11 \ ' -__- \\ _ <br />-�\ } 1 Jr1�l\ ;� -��; \: �l _ �� (UPPER END) Lw <br />11 1 - \ PLAN <br />HORR "O. <br />LEIGH WHITEHEAD &ASSOCIATES 81050 -2 <br />W va coa. <br />L.W. Cap * 2692 Consulting Engineers 8 Surveyors <br />CONCRETE CO. S RIN to, COLORADO II —� COLORADO SPRINGS, COLORADO 60903 <br />MOUNTAIN SHADOWS Phan. (303) 636 -5179 <br />PERMIT BOUNDARY 5 OF12_51/i5 <br />1 111111 11111 VIII VIII VIII IIII IIII <br />— - -- �% — 19977 <br />