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' IY <br />w <br />N <br />c y <br />N � <br />p �T <br />V <br />a <br />c� <br />5 U U <br />c cU200 <br />3. REMOVE WEATHERED <br />%p BEDROCK UNTIL COMPETENT <br />CLAY CORE Qp� $}{OB E BEDROCK IS EXPOSED 40' -70' <br />{3R 0 <br />I <br />1 1:1 SLOPE <br />5' 10' 3.0' (f) <br />TYPICAL SECTION <br />N.T.S. <br />BACKFILL EXISTING <br />TRENCH WITH NATIVE <br />MATERIALS <br />. ..... ........ ... <br />3' -5 <br />VARIES. ASTM C33 -7 <br />CONCRETE, <br />AGGREGATE <br />1.5' TYP. SANDY CLAY <br />OVERBURDEN <br />° <br />d <br />. ° <br />ASTM C33 <br />CONCRETE SAND <� <br />(IF REQUIRED) ad <br />A .° <br />d <br />e <br />° <br />4 <br />TYP. °(TYP.) <br />3 <br />4'— <br />i <br />4.0' <br />SAND AND GRAVEL <br />ALLUVIUM <br />.05' <br />(TYP.) <br />PERIMETER DRAIN DETAIL <br />N.T.S. <br />. <br />A <br />r..l <br />p <br />0 <br />U y <br />` <br />i <br />L6 <br />od <br />la <br />J <br />V <br />J <br />J <br />v <br />cc <br />u <br />0 <br />N cl) <br />� M <br />�v4 <br />:3 M N <br />�oo�� <br />O " c <br />c <br />N U LL j <br />> c <br />U <br />C. p•� <br />N r__ <br />O <br />0 M <br />� a <br />t_ <br />R1 <br />C <br />O <br />cc <br />E <br />U <br />O <br />cr <br />LL <br />x <br />W <br />i <br />1 <br />f <br />*7 cats x nnt4� t, f� <br />Job# 07115 <br />Date _ 11108 <br />Drawn By WSS <br />D esig ned By TPY <br />200 100 0 200 400 600 <br />iiia <br />Sheet: <br />SCALE IN FEET <br />1 = 200' <br />Of: <br />1 1 <br />h <br />LEGEND: <br />PROPERTY LINE <br />- - <br />- SECTION LINE <br />FENCE LINE <br />— — — — <br />—oE— — — OVERHEAD ELECTRIC LINES <br />— — T — — — <br />— T — — UNDERGROUND TELECOM LINE <br />— —� — — <br />—0 - — — UNDERGROUND GAS LINE <br />—SAN F <br />— — EXISTING SANITARY FORCE MAIN <br />3593 <br />_ PROPOSED CONTOURS <br />------------- <br />- - -- -= DIRT ROAD <br />EXISTING WATER /DITCH <br />- — — — -3597 <br />— — - -- EXISTING CONTOURS <br />— • — — • <br />— — • EXISTING FLOODPLAIN <br />- - <br />- - FUTURE HIGHWAY REALIGNMENT PARCEL <br />... <br />••• WATER SURFACE <br />- — — — — — <br />— — — - PERIMETER GROUND WATER DRAIN <br />® <br />ELECTRIC RISER BOX <br />E <br />GUY WIRE <br />S� <br />POWER POLE <br />m <br />WATER PUMP <br />o <br />t— ? <br />Z <br />J � <br />25' <br />15' <br />(MIN.) <br />o <br />w <br />N <br />c y <br />N � <br />p �T <br />V <br />a <br />c� <br />5 U U <br />c cU200 <br />3. REMOVE WEATHERED <br />%p BEDROCK UNTIL COMPETENT <br />CLAY CORE Qp� $}{OB E BEDROCK IS EXPOSED 40' -70' <br />{3R 0 <br />I <br />1 1:1 SLOPE <br />5' 10' 3.0' (f) <br />TYPICAL SECTION <br />N.T.S. <br />BACKFILL EXISTING <br />TRENCH WITH NATIVE <br />MATERIALS <br />. ..... ........ ... <br />3' -5 <br />VARIES. ASTM C33 -7 <br />CONCRETE, <br />AGGREGATE <br />1.5' TYP. SANDY CLAY <br />OVERBURDEN <br />° <br />d <br />. ° <br />ASTM C33 <br />CONCRETE SAND <� <br />(IF REQUIRED) ad <br />A .° <br />d <br />e <br />° <br />4 <br />TYP. °(TYP.) <br />3 <br />4'— <br />i <br />4.0' <br />SAND AND GRAVEL <br />ALLUVIUM <br />.05' <br />(TYP.) <br />PERIMETER DRAIN DETAIL <br />N.T.S. <br />. <br />A <br />r..l <br />p <br />0 <br />U y <br />` <br />i <br />L6 <br />od <br />la <br />J <br />V <br />J <br />J <br />v <br />cc <br />u <br />0 <br />N cl) <br />� M <br />�v4 <br />:3 M N <br />�oo�� <br />O " c <br />c <br />N U LL j <br />> c <br />U <br />C. p•� <br />N r__ <br />O <br />0 M <br />� a <br />t_ <br />R1 <br />C <br />O <br />cc <br />E <br />U <br />O <br />cr <br />LL <br />x <br />W <br />i <br />1 <br />f <br />*7 cats x nnt4� t, f� <br />Job# 07115 <br />Date _ 11108 <br />Drawn By WSS <br />D esig ned By TPY <br />200 100 0 200 400 600 <br />iiia <br />Sheet: <br />SCALE IN FEET <br />1 = 200' <br />Of: <br />1 1 <br />h <br />