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a. <br />D <br />n <br />1 <br />1 I <br />e <br />n <br />I N 48,781 <br />N 48,760 <br />D <br />LAB <br />BUILDING <br />EXISTING <br />CONCRETE R11.50 <br />I <br />C I H <br />A 3 •r_�rW�l�.r.�wN. B <br />i <br />1 <br />,1 <br />REFERENCE: <br />Q = XISTING GROJND TOPOGRAPHY, SPOT E,EVATIONS, E XIS - \G _TI�ITIES, 5 -R.. CTIRE <br />S <br />AND MISCELLANEOUS SURVEY POI \T A \C WA RECEIVED ON JUNE 7, 20'2, 'ILE <br />%1 NAME: ADR TDPD 10 -20- ".DWG <br />LINER EXTENSION PLAN VIEW <br />4 0 4 8 FT <br />W <br />/ E <br />F <br />LEGEND: <br />POINT <br />NORTHING <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />TOP OF CURB <br />PROPOSED GROUND SURFACE CONTOUR AND EL, FEET <br />A <br />EXISTING ANCHOR TRENCH <br />�- -� <br />CONCRETE JOINTS <br />9520.04 <br />80 mil LLDPE GEOMEMBRANE EMBEDDED ON TO EXISTING CONCRETE <br />48747.04 <br />80 mil LLDPE GEOMEMBRANE EMBEDDED ON TO PROPOSED CONCRETE <br />DPROPOSED <br />COMPOSITE LINER EXTENT <br />C <br />48747.90 <br />36630.22 <br />9520.30 <br />N 48,740 <br />D <br />48757.10 <br />36634.02 <br />9520.21 <br />9519.71 <br />E <br />48762.85 <br />CONCRETE <br />9520.13 <br />9519.63 <br />F <br />48758.36 <br />PAD <br />9520.16 <br />9519.66 <br />\!, <br />SAWED JOINT <br />36636.15 <br />9520.21 <br />9519.71 <br />H <br />48747.90 <br />36633.22 <br />9520.30 <br />9519.80 <br />J <br />48735.69 <br />36633.22 <br />9520.50 <br />9520.00 <br />K <br />48730.19 <br />36633.22 1 <br />9521.05 <br />9521.05 <br />L <br />48730.19 <br />!; <br />9:,21.14 <br />9521.14 <br />M <br />48735.69 <br />36607.25 1 <br />L ' <br />9520.09 <br />K <br />RANDOM FILL <br />N 48,720 <br />EXISTING <br />ANCHOR TRENCH <br />EXISTING <br />SHED <br />REFERENCE: <br />Q = XISTING GROJND TOPOGRAPHY, SPOT E,EVATIONS, E XIS - \G _TI�ITIES, 5 -R.. CTIRE <br />S <br />AND MISCELLANEOUS SURVEY POI \T A \C WA RECEIVED ON JUNE 7, 20'2, 'ILE <br />%1 NAME: ADR TDPD 10 -20- ".DWG <br />LINER EXTENSION PLAN VIEW <br />4 0 4 8 FT <br />W <br />/ E <br />F <br />LEGEND: <br />POINT <br />NORTHING <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />TOP OF CURB <br />PROPOSED GROUND SURFACE CONTOUR AND EL, FEET <br />A <br />EXISTING ANCHOR TRENCH <br />�- -� <br />CONCRETE JOINTS <br />9520.04 <br />80 mil LLDPE GEOMEMBRANE EMBEDDED ON TO EXISTING CONCRETE <br />48747.04 <br />80 mil LLDPE GEOMEMBRANE EMBEDDED ON TO PROPOSED CONCRETE <br />DPROPOSED <br />COMPOSITE LINER EXTENT <br />SETTING OUT POINT DATA <br />POINT <br />NORTHING <br />EXSTING <br />TOP OF CURB <br />FLOW LINE <br />A <br />48747.00 <br />36607.25 <br />9520.54 <br />9520.04 <br />B <br />48747.04 <br />36630.22 <br />9520.33 <br />9519.83 <br />C <br />48747.90 <br />36630.22 <br />9520.30 <br />9519.80 <br />D <br />48757.10 <br />36634.02 <br />9520.21 <br />9519.71 <br />E <br />48762.85 <br />36639.78 <br />9520.13 <br />9519.63 <br />F <br />48758.36 <br />36639.54 <br />9520.16 <br />9519.66 <br />G <br />48754.97 <br />36636.15 <br />9520.21 <br />9519.71 <br />H <br />48747.90 <br />36633.22 <br />9520.30 <br />9519.80 <br />J <br />48735.69 <br />36633.22 <br />9520.50 <br />9520.00 <br />K <br />48730.19 <br />36633.22 1 <br />9521.05 <br />9521.05 <br />L <br />48730.19 <br />36607.34 1 <br />9:,21.14 <br />9521.14 <br />M <br />48735.69 <br />36607.25 1 <br />9520.59 <br />9520.09 <br />