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1 2 3 4 5 6 7 8 <br /> EXISTING GRADE <br /> / r �Ar� <br /> PROPOSED GRADE D <br /> 1+00 2+0D 3+00 4+00 5+00 6+00 7+00 0-00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 10+00 19-00 20+00 21+00 22+00 23+00 24+00 <br /> STATION <br /> EXCAVATION BASE PROFILE <br /> =gp OIC-02 <br /> 58B0 5880 5680 5880 NOTES: <br /> 1. ROCK REINFORCEMENT MAY BE NEEDED FOR <br /> 5840 5840 5840 5840 STABILIZATION WHERE LARGE BLOCKS ARE EVIDENT <br /> ro � IN THE BEDROCK.LOCATIONS TO BE DETERMINED <br /> M � BY ON-SITE ENGINEER AFTER SCALING. <br /> 5800 SB00 5800 5800 5800 ^� 5800 <br /> FILL LOPE ) gg <br /> 5760 5760 5760 5760 5760 5760 <br /> IS CUT OPE <br /> FI L 6L <br /> 5720 5720 5720 5720 5720 - 5720 C <br /> 5680 5680 5680 T SHE 5680 5680 ^ 5680 <br /> E)STING GRADE LA�--j <br /> 5640 5640 5640 .640 5640 5640 <br /> 560080 40 om A-0 40 80 120 160 200 240 280 320 380 400 NO 480 520 560�� 5600 80 40 0 40 80 120 160 200 240 280 320 380 400 4405600 5600240 200 ,BO 120 80 40 0 40 80 120 1605600 <br /> STATION 1+00 STATION 5+24 STATION 10+75 <br /> SECTION SECTION SECTION <br /> 1"=80' 01D02 ,•=gp, O,C-02 ,•=ea 01C{12 <br /> 15' FILL SLOPE <br /> T MIN <br /> 15 <br /> 50'MAX <br /> MIN <br /> 58M f` <br /> 58M 5880 <br /> 50'MAX 1 B <br /> EXISTING GRADE <br /> 5840 5840 5840 5840 <br /> w 5800 ,.-- a 51100 5600 5800 <br /> FILL SLOPE DETAIL �\ <br /> ¢ s76o Y 5750 w <br /> 5760 5780 r=so' o1Doa <br /> E <br /> ,o 5740 .. 5720 5720 5720 <br /> N CU SL <br /> 5680 5680 5650 5680 58W 58M <br /> c CUTL <br /> 5640 5640 5640 5640 5760 5760 <br /> N <br /> 0 5600 5600 5600 { 5600 5720 - 5720 <br /> o ) ` y <br /> 0 5560 5560 5560 - 5560 5680 5680 <br /> I <br /> U <br /> n 5520 5520 5520 5520 5640 CUT DPE 5640 <br /> 0 <br /> o A <br /> 5480 _ 5480 5480 5480 5600 51100 <br /> N <br /> - - 17 <br /> V <br /> 0 5440360 320 280 240 200 160 120 80 40 0 40 80 120 160 200 240 280 320 350 400 440 450 520 560�� 54�320 280 240 200 160 120 80 40 0 40 80 120 160 2005440 5580200 160 120 60 40 0 40 60 120 160 200 0 <br /> STATION 16+00 STATION 19+50 STATION 22+00 <br /> 80 40 0 60 1so SECTION SECTION SECTION �1 <br /> 3 1•=80' 01C-02 ,•=80 01 C-04 1"=80' 01C-02 <br /> g SCALE IN FEET <br /> U <br /> PROJECT MANAGER JOHN BALLEGEER <br /> CIVIL <br /> FINAL GRADING PROFILE, <br /> AGGREGATE INDUSTRIES SECTION,&DETAILS <br /> F)l LYONS QUARRY <br /> 90% 2/122021 PRE-FINAL DESIGN <br /> RECLAMATION PROJECT FILENAME 01C-Dldwg I SHEET <br /> 6D% 01222021 INTERMEDIATE DESIGN PACKAGE DRAWN BY R.NALLEY 01 C-03 <br /> SCALE AS NOTED <br /> ISSUE DATE DESCRIPTION PROJECT NUMBER 10092468 <br />