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DOWN <br />RAMP <br />UP RAMP <br />GRAVEL <br />PARKING & <br />UTILITY AREA <br />>>>>>>>>WATER TERMINATION40.86W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W <br />>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SCALE <br />SCALE <br />SCALE <br />PAVED ACCESS ROAD <br />>>>>>>>> <br />20'UGEPAVED HANDICAP <br />PARKING AREA <br />COMMERCIAL COACH <br />BUILDING/SCALEHOUSE <br />STAIRS <br />EXISTING GAS LINE <br />V-DITCH <br />EXISTING POWER <br />POLE <br />PROPOSED NEW <br />POWER POLE <br />GRAVEL ROAD <br />ELECTRICAL PAD EXISTING <br />UNDERGROUND <br />WATER LINE <br />250 GALLON SEPTIC TANK (8' x 5' x 18") <br />GRAVEL PARKING & UTILITY <br />AREA <br />GENERAL EARTHFILL BERM <br />PROPOSED LIGHT POLE (TYP)>>>>>>>>5'20' MIN.15'60'1 <br />5 <br />'15' MIN.3'3'30'30'200'48'1010 <br />2020 <br />3030 <br />2020 <br />3030 <br />4040 1010202030304 <br />4040 <br />2 4 64 <br />2 4 6 <br />NEW CONCRETE <br />PAVEMENT <br />SEE DETAIL <br />EXISTING CONCRETE <br />PAVEMENT <br />EXISTING GATE <br />NEW AC PAVEMENT <br />70'>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <br />>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <br />>> <br />>>>>>>>>>>>>>>>>>>>>> <br />> <br />>> <br />>> <br />>> <br />>> <br />>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>38'V-DITCH <br />7% <br />2:1 <br />2:12:12:11%1%1% <br />1% <br />1%1% <br />1%1% <br />1% <br />1%1% <br />1% <br />1%7%2:12:12:1 <br />2:1 2:12:11%1%1%1%1%1%1%1%1% <br />1% <br />3%1%1%1%1%1%1%1%1%1%2'6A6B6BBORROW PIT <br />DRAINAGE INLET <br />DETAIL (TYP) <br />140' <br />41.3041.3041.30 <br />1 <br />6SEE DETAIL <br />TOP SOIL <br />STOCKPILE <br />AREA <br />(SEE <br />NOTE 1) <br />GENERAL <br />EARTHFILL <br />2 <br />7 <br />EXISTING SOUTH <br />BORROW PIT RAMP <br />GENERAL EARTHFILL <br />GENERAL EARTHFILL <br />SEE DETAIL 1 <br />6 <br />CONCRETE CONTROL POINTS <br /># <br />X1 <br />X2 <br />X3 <br />X4 <br />X5 <br />X6 <br />NORTHING <br />2142836.62 <br />2142836.60 <br />2142836.57 <br />2142696.57 <br />2142696.63 <br />2142760.79 <br />EASTING <br />6364371.06 <br />6364340.88 <br />6364316.62 <br />6364308.48 <br />6364378.54 <br />6364375.71 <br />ELEV. <br />41.00 <br />41.30 <br />41.06 <br />43.00 <br />42.70 <br />42.20 NSCALE: <br />GRADING PLAN <br />1" = 60' <br />LEGEND: <br />EXISTING TOPOGRAPHY - 10 FT CONTOUR <br />EXISTING TOPOGRAPHY - 2 FT CONTOUR <br />DITCH FLOWLINE <br />EDGE OF PAVED ROAD <br />EDGE OF GRAVEL ROAD <br />EXISTING GAS LINE <br />EXISTING POWER POLE <br />POLE MOUNTED TRANSFORMER <br />NEW POWER POLE <br />NEW LIGHT POLE <br />NEW DRAINAGE INLET <br />NEW CULVERT>>>>>>>>11-18SLNBSLSL(209) 982-4298DrawnFileDesignRevisionsDescripSymApdDateFORWARD LANDFILLFORWARD INC.9999 SOUTH AUSTIN ROADMANTECA, CA 95336Phone: OAKLAND, CALIFORNIADateAppdChkdSCALE HOUSE RELOCATION PLANReferences:Rev <br />SheetLEWIS ENGINEERING5 GRADING AND DRAINAGE PLAN00 60'120' <br />1"=60' <br />NOTES: <br />1.REMOVE APPROXIMATELY 3-FT OF EXISTING TOP SOIL IN <br />GRAVEL AND PAVED ROADWAY AREAS AND STOCKPILE AT <br />APPROXIMATE LOCATION SHOWN. IF GREATER THAN 3-FT OF <br />TOPSOIL EXISTS, REMOVE ADDITIONAL DEPTH OF TOP SOIL <br />AND BACKFILL WITH GENERAL EARTHFILL.