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od <br />REAUGNMENT <br />M <br />'IWO <br />lit <br />i b <br />J, <br />4 <br />RELOCATED LAMAR UGHT <br />\AND POWER OVERHEAD <br />ELECTRIC <br />111111111111110, N <br />LEGEND, <br />41� PROPERTY LINE <br />I= =2 ME SM PERMIT BOUNDARY <br />— SECTION LINE <br />x x FENCE LINE <br />OE— OVERHEAD ELECTRIC LINES <br />T— UNDERGROUND TELECOM LINE <br />G— UNDERGROUND GAS LINE <br />SAN FM EXISTING SANITARY FORCE MAIN <br />i3593 <br />------- PROPOSED CONTOURS <br />DIRT ROAD <br />EXISTING WATER/DITCH <br />J59 7 <br />EXISTING CONTOURS <br />FUTURE HIGHWAY REALIGNMENT PARCEL <br />WATER SURFACE <br />SLURRY WALL <br />ELECTRIC RISER BOX <br />X, C__ GUY WIRE <br />POWER POLE <br />A1 <br />CD <br />WATER PUMP <br />4) L0 L C; <br />C) <br />1.5" 1YP. <br />0 <br />MC> <br />SANDY CLAY . . . . . . <br />VA <br />;z <br />0- <br />M <br />OVERBURDEN* . . . . <br />C <br />OWN"_ <br />R <br />VARIES ASTM C33-7 <br />C? <br />cz <br />�4 z4 <br />CONCRETE. <br />-7N, <br />UL <br />P <br />AGGREGATE <br />CU <br />o <br />ca <br />IOU <br />> <br />e- <br />2 <br />- <br />(MIN). <br />(MIN)- <br />B <br />.4 <br />Ilk <br />z;. <br />x <br />Uj <br />t� <br />4 <br />0 <br />Alk <br />. . . . . . . . . . <br />0 <br />C) <br />4. <br />4.0 <br />RELOCATED LAMAR UGHT <br />\AND POWER OVERHEAD <br />ELECTRIC <br />111111111111110, N <br />LEGEND, <br />41� PROPERTY LINE <br />I= =2 ME SM PERMIT BOUNDARY <br />— SECTION LINE <br />x x FENCE LINE <br />OE— OVERHEAD ELECTRIC LINES <br />T— UNDERGROUND TELECOM LINE <br />G— UNDERGROUND GAS LINE <br />SAN FM EXISTING SANITARY FORCE MAIN <br />i3593 <br />------- PROPOSED CONTOURS <br />DIRT ROAD <br />EXISTING WATER/DITCH <br />J59 7 <br />EXISTING CONTOURS <br />FUTURE HIGHWAY REALIGNMENT PARCEL <br />WATER SURFACE <br />SLURRY WALL <br />ELECTRIC RISER BOX <br />X, C__ GUY WIRE <br />POWER POLE <br />A1 <br />CD <br />WATER PUMP <br />I I &&#At I <br />EX <br />TYPICAL SECTION <br />N.T.S. <br />BACKFILL EXISTING <br />TRENCH WITH NATIVE <br />MATERIALS <br />70' <br />4) L0 L C; <br />C) <br />1.5" 1YP. <br />0 <br />MC> <br />SANDY CLAY . . . . . . <br />VA <br />;z <br />0- <br />M <br />OVERBURDEN* . . . . <br />C <br />Z LO <br />VARIES ASTM C33-7 <br />C? <br />cz <br />�4 z4 <br />CONCRETE. <br />-7N, <br />UL <br />AGGREGATE <br />CU <br />o <br />ca <br />IOU <br />I I &&#At I <br />EX <br />TYPICAL SECTION <br />N.T.S. <br />BACKFILL EXISTING <br />TRENCH WITH NATIVE <br />MATERIALS <br />70' <br />4) L0 L C; <br />C) <br />1.5" 1YP. <br />0 <br />MC> <br />SANDY CLAY . . . . . . <br />VA <br />;z <br />0- <br />OVERBURDEN* . . . . <br />C <br />Z LO <br />VARIES ASTM C33-7 <br />C? <br />cz <br />�4 z4 <br />CONCRETE. <br />-7N, <br />UL <br />AGGREGATE <br />CU <br />o <br />ca <br />IOU <br />> <br />e- <br />2 <br />- <br />(MIN). <br />(MIN)- <br />B <br />.4 <br />x <br />Uj <br />t� <br />ASTM C33' <br />pl, !si <br />(IF REQUIRED}*4 <br />0 <br />C) <br />4. <br />4.0 <br />SAND AND- GRAVEL. <br />0 <br />A <br />-ALLUVIUM <br />I I &&#At I <br />EX <br />TYPICAL SECTION <br />N.T.S. <br />BACKFILL EXISTING <br />TRENCH WITH NATIVE <br />MATERIALS <br />70' <br />t <br />3 <br />4 <br />PERIMETER DRAIN DETAIL <br />N.T.S. <br />SEED MIX <br />Seed Mix Application Rate* <br />Alkali Sacaton (Saltalk) 1.5 PLS/ac <br />Switchgrass (Blackwell or Pathfinder) 4.0 PLS/ac <br />Blue Grama (Hachita or Lovington) 3.0 PLS/ac <br />-Western Whea . tgrass (Arriloa, Barton, Rosana) 16.0 PLS1ac <br />Sideoats Grama (Vaughn, El Reno Niner) 9,0 PLS/ac <br />Buffalograss (Texoka, KNO3 treated, or native within 150 6.0 grain or 16.0 bur <br />miles of site) <br />*Application rate is for drilling the seed. If seed is to be broadcast, the application rate will be <br />L <br />doubled, dooubled. <br />L <br />EmIFIVres' <br />DEC 2,6 2018 <br />A Im- <br />to <br />TOTAL PERMIT AREA = 282.6 AC <br />250 125 0 250 250 250 <br />;;Moo old <br />SCALE IN FEET <br />4) L0 L C; <br />C) <br />1.5" 1YP. <br />0 <br />MC> <br />SANDY CLAY . . . . . . <br />Cf) <br />;z <br />0- <br />OVERBURDEN* . . . . <br />C <br />Z LO <br />VARIES ASTM C33-7 <br />C? <br />cz <br />CO 0 <br />CONCRETE. <br />-7N, <br />UL <br />AGGREGATE <br />CU <br />o <br />ca <br />IOU <br />> <br />e- <br />2 <br />- <br />(MIN). <br />(MIN)- <br />.4 <br />x <br />Uj <br />t� <br />ASTM C33' <br />CONCRETE SAND" <br />(IF REQUIRED}*4 <br />0 <br />C) <br />4. <br />4.0 <br />SAND AND- GRAVEL. <br />0 <br />A <br />-ALLUVIUM <br />Air <br />05 <br />1..5 <br />q(TYP.)" <br />(lyp <br />WP, <br />t <br />3 <br />4 <br />PERIMETER DRAIN DETAIL <br />N.T.S. <br />SEED MIX <br />Seed Mix Application Rate* <br />Alkali Sacaton (Saltalk) 1.5 PLS/ac <br />Switchgrass (Blackwell or Pathfinder) 4.0 PLS/ac <br />Blue Grama (Hachita or Lovington) 3.0 PLS/ac <br />-Western Whea . tgrass (Arriloa, Barton, Rosana) 16.0 PLS1ac <br />Sideoats Grama (Vaughn, El Reno Niner) 9,0 PLS/ac <br />Buffalograss (Texoka, KNO3 treated, or native within 150 6.0 grain or 16.0 bur <br />miles of site) <br />*Application rate is for drilling the seed. If seed is to be broadcast, the application rate will be <br />L <br />doubled, dooubled. <br />L <br />EmIFIVres' <br />DEC 2,6 2018 <br />A Im- <br />to <br />TOTAL PERMIT AREA = 282.6 AC <br />250 125 0 250 250 250 <br />;;Moo old <br />SCALE IN FEET <br />EO <br />4) L0 L C; <br />C) <br />U') <br />0 <br />MC> <br />04 <br />Cf) <br />;z <br />0- <br />C <br />Z LO <br />C? <br />cz <br />CO 0 <br />0 <br />0 xw <br />UL <br />CU <br />o <br />ca <br />IOU <br />> <br />e- <br />EO <br />4) L0 L C; <br />C) <br />U') <br />0 <br />MC> <br />04 <br />Cf) <br />;z <br />0- <br />C <br />a. <br />L <br />C <br />0 <br />E <br />W6 <br />U. <br />x <br />Uj <br />t� <br />0 <br />i. <br />0 <br />C14 <br />C0 <br />co <br />30 <br />0. <br />C <br />0 <br />1= <br />CL <br />0) <br />0 <br />C <br />z <br />0 <br />EE <br />E <br />0 <br />rW <br />E <br />E <br />E <br />> <br />U <br />CL <br />0 <br />LU <br />:3 <br />C <br />co <br />, <br />0 <br />(D <br />_0 <br />U <br />t2 <br />C1 4 <br />L) <br />CL <br />CL <br />0- <br />CL <br />CL <br />F_ <br />Ln <br />cn <br />to <br />_j <br />0 <br />V) <br />V) <br />V) <br />(A <br />0 <br />< <br />3:: <br />S 1 <br />3:1 <br />n <br />00 <br />00 <br />cc <br />00 <br />C0 <br />N <br />rei <br />04 <br />Ui <br />r� <br />Co <br />N <br />0 <br />Z <br />J&T CONSULTING, INC. <br />zV <br />Job # <br />07115 <br />Date1418 <br />Drawn By <br />WSS <br />Designed By <br />TPY <br />Checked By <br />icy <br />File JT- GP 2018 <br />Reclamation <br />Scate <br />Ito = 250' <br />Sheet: Of: <br />I <br />1 <br />