Laserfiche WebLink
IGHWAY REALIGNMENT <br />Has <br />EXISTING LAMAR SEWER LAGOONS <br />WETLAND <br />BOUNDARY <br />I <br />SI I It% Mkl 1,10A I I <br />EXI <br />RECEIVED <br />OCT 2 2 2018 <br />NOON OF RECLAMA11ON <br />MINING AND SAFETY <br />yNaw 9"' <br />Loco) flive <br />LJL-U I N%J%.OFN <br />TYPICAL SECTION <br />N.T.S. <br />BACKFILL EXISTING <br />TRENCH WITH NATIVE <br />MATERIALS <br />................ ... .............. <br />1.5' TYP.SANDY'CILAY . .. . . . . <br />'OVERBURDEN . . . . . <br />,VARIES. ASTM Q33-7 <br />CONCRETE. <br />2 <br />:A(M IN . .............. <br />A . - v <br />.4 <br />ASTM C33* <br />CONCRETE SAND' <br />4 <br />(IF kEQU'IRW) <br />4.0 <br />4. <br />SAND AND GRAVEL <br />�ALLUVRJM <br />05 <br />4. 0-45 p <br />(Ty <br />TYP. <br />3 <br />4' <br />PERIMETERDRAIN DETAIL <br />N.T.S. <br />250 125 0 250 250 250 <br />SCALE IN FEET <br />LEGEND: <br />PROPERTY LINE <br />PERMIT BOUNDARY <br />SECTION LINE <br />FENCE LINE <br />-x <br />OE— <br />OVERHEAD ELECTRIC LINES <br />—T— <br />UNDERGROUND TELECOM LINE <br />—G— <br />UNDERGROUND GAS LINE <br />SAN FM <br />EXISTING SANITARY FORCE MAIN <br />3593 <br />PROPOSED CONTOURS <br />-- -- <br />DIRT ROAD <br />. . . <br />EXISTING WATER/DITCH <br />J597. EXISTING CONTOURS <br />a_ <br />EXISTING FLOODPLAIN <br />FUTURE HIGHWAY REALIGNMENT PARCEL <br />0C <br />WATER SURFACE <br />SLURRY WALL <br />E <br />19 <br />ELECTRIC RISER BOX <br />E-- <br />II <br />POWER POLE <br />WATER PUMP <br />u - <br />W <br />SI I It% Mkl 1,10A I I <br />EXI <br />RECEIVED <br />OCT 2 2 2018 <br />NOON OF RECLAMA11ON <br />MINING AND SAFETY <br />yNaw 9"' <br />Loco) flive <br />LJL-U I N%J%.OFN <br />TYPICAL SECTION <br />N.T.S. <br />BACKFILL EXISTING <br />TRENCH WITH NATIVE <br />MATERIALS <br />................ ... .............. <br />1.5' TYP.SANDY'CILAY . .. . . . . <br />'OVERBURDEN . . . . . <br />,VARIES. ASTM Q33-7 <br />CONCRETE. <br />2 <br />:A(M IN . .............. <br />A . - v <br />.4 <br />ASTM C33* <br />CONCRETE SAND' <br />4 <br />(IF kEQU'IRW) <br />4.0 <br />4. <br />SAND AND GRAVEL <br />�ALLUVRJM <br />05 <br />4. 0-45 p <br />(Ty <br />TYP. <br />3 <br />4' <br />PERIMETERDRAIN DETAIL <br />N.T.S. <br />250 125 0 250 250 250 <br />SCALE IN FEET <br />LEGEND: <br />PROPERTY LINE <br />PERMIT BOUNDARY <br />SECTION LINE <br />FENCE LINE <br />-x <br />OE— <br />OVERHEAD ELECTRIC LINES <br />—T— <br />UNDERGROUND TELECOM LINE <br />—G— <br />UNDERGROUND GAS LINE <br />SAN FM <br />EXISTING SANITARY FORCE MAIN <br />3593 <br />PROPOSED CONTOURS <br />-- -- <br />DIRT ROAD <br />. . . <br />EXISTING WATER/DITCH <br />J597. EXISTING CONTOURS <br />a_ <br />EXISTING FLOODPLAIN <br />FUTURE HIGHWAY REALIGNMENT PARCEL <br />0C <br />WATER SURFACE <br />SLURRY WALL <br />E <br />19 <br />ELECTRIC RISER BOX <br />E-- <br />GUY WIRE <br />POWER POLE <br />WATER PUMP <br />SI I It% Mkl 1,10A I I <br />EXI <br />RECEIVED <br />OCT 2 2 2018 <br />NOON OF RECLAMA11ON <br />MINING AND SAFETY <br />yNaw 9"' <br />Loco) flive <br />LJL-U I N%J%.OFN <br />TYPICAL SECTION <br />N.T.S. <br />BACKFILL EXISTING <br />TRENCH WITH NATIVE <br />MATERIALS <br />................ ... .............. <br />1.5' TYP.SANDY'CILAY . .. . . . . <br />'OVERBURDEN . . . . . <br />,VARIES. ASTM Q33-7 <br />CONCRETE. <br />2 <br />:A(M IN . .............. <br />A . - v <br />.4 <br />ASTM C33* <br />CONCRETE SAND' <br />4 <br />(IF kEQU'IRW) <br />4.0 <br />4. <br />SAND AND GRAVEL <br />�ALLUVRJM <br />05 <br />4. 0-45 p <br />(Ty <br />TYP. <br />3 <br />4' <br />PERIMETERDRAIN DETAIL <br />N.T.S. <br />250 125 0 250 250 250 <br />SCALE IN FEET <br />04 U -C?) <br />(o Ei <br />00 Cc, <br />a) a CW) <br />:30 <br />C c) <br />> <br />Cu <br />N <br />CL 04 <br />:3 C9 <br />> <br />CLC) <br />000 <br />LL C; <br />0 <br />Lr) CV) <br />a. <br />C <br />(z <br />a_ <br />0C <br />E <br />E <br />Cu <br />CC <br />u - <br />W <br />(A <br />am <br />0 <br />an <br />0 <br />cc <br />CL <br />N <br />0 <br />9 <br />0 <br />0 <br />co <br />am <br />0 <br />in <br />IL <br />C <br />.0 <br />CO) <br />CI, <br />0 <br />z <br />0 <br />W <br />-Ca- <br />CL <br />V) <br />P: <br />< <br />1 -19: 1 <br />0) <br />0 <br />n <br />00 <br />00 <br />(o <br />r6 <br />1 01 <br />z <br />- <br />.--N <br />I - <br />r7 <br />J&T CONSULTING, INC. <br />Job # <br />0711 <br />Date <br />8/14/18 <br />Drawn By <br />WSS <br />Designed Py <br />TPY <br />Checked By <br />icy <br />File JT- GP 2018 Reclamation <br />Scale <br />1 250' <br />Sheet: <br />Of: <br />I 1 <br />