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48' <br />3 <br />1 <br />3 <br />1 <br />3 <br />1 <br />3 <br />1 <br />1%1% <br />1% <br />2' SHOULDER 2' SHOULDER <br />2' x 2' x 2' CONCRETE <br />ANCHOR BLOCK <br />16" CLASS 2 AGGREGATE BASE <br />6" AC PAVEMENT (SEE NOTE 1) <br />GEOTEXTILE <br />14" GENERAL EARTHFILL <br />12" DIA. CORRUGATE <br />HDPE PIPE <br />12" DIA. CORRUGATE <br />HDPE PIPE <br />8" DIA. CORRUGATE <br />HDPE PIPE 8" DIA. CORRUGATE <br />HDPE PIPE <br />CORRUGATE HDPE <br />DOWNDRAIN WITH FLARED <br />END SECTION (SEE NOTE 2) <br />NOTES: <br />1.TRANSITION EDGES OF AC PAVEMENTS IN ACCORDANCE WITH CALTRANS STANDARD PLANS P76. <br />2.ANCHOR DOWNDRAIN ON SLOPE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. <br />6' MIN <br />1' MIN <br />1% <br />2' MIN <br />1' MIN <br />1' MIN <br />1' MIN <br />TRM EROSION <br />PROTECTION <br />6" AC PAVEMENT <br />16" CLASS 2 AGGREGATE BASE <br />14" GENERAL EARTHFILL <br />GEOTEXTILE <br />12" <br />3 <br />1 <br />3 <br />1 <br />1% <br />1% <br />12"12" <br />1% <br />2' <br />1' <br />1' <br />1' <br />12" <br />12" <br />12" <br />PLAN VIEW <br />SECTION VIEW <br />16" CLASS 2 AGGREGATE BASE <br />6" AC PAVEMENT <br />GEOTEXTILE <br />TRM EROSION <br />PROTECTION <br />8" DIA. CMP <br />SEE DROP <br />INLET DETAIL <br />TRM EROSION <br />PROTECTION <br />14" GENERAL EARTHFILL DETAIL NOTES: <br />1.BAR GUARD (TRASH RACK) <br />2.RIM ELEVATION. <br />3.CORRUGATED HDPE OUTLET PIPE <br />INSIDE DIAMETER <br />4.PIPE INVERT ELEVATION. <br />5.PREFAB TEE FITTING. <br />6.6" CONCRETE PIPE PLUG. <br />7.ROCK RIP-RAP: D50 = 6", DMIN = 3", <br />DMAX = 9", AND T = 12" <br />8.TRM LINING <br />9.CONTRACTOR SHALL SUBMIT SHOP <br />DRAWINGS AND PRODUCT DATA FOR <br />OWNER'S APPROVAL PRIOR TO <br />ORDERING MATERIALS AND <br />PERFORMING THE WORK. <br />A-A <br />D D D <br />FLOW <br />FLOW <br />FLOW <br />(1) <br />(3) <br />(5) <br />(2) <br />(4) <br />(7) <br />(8) <br />(6) <br />CLASS 2 AGGREGATE BASE (SEE NOTE 2) <br />SUBGRADE <br />2' <br />1' <br />GENERAL EARTHFILL <br />GEOTEXTILE <br />11-18SLNBSLSL(209) 982-4298DrawnFileDesignRevisionsDescripSymApdDateFORWARD LANDFILLFORWARD INC.9999 SOUTH AUSTIN ROADMANTECA, CA 95336Phone: OAKLAND, CALIFORNIADateAppdChkdSCALE HOUSE RELOCATION PLANReferences:Rev <br />SheetLEWIS ENGINEERING6 ROAD AND DRAINAGE DETAILSSCALE: <br />SECTION A <br />1" = 5' <br />SCALE: <br />SECTION B (V-DITCH) <br />1" = 3' <br />SCALE: <br />DRAINAGE INLET (EAST & NORTH SIDE) <br />1" = 2'SCALE: <br />DROP INLET DETAIL <br />1" = 2' <br />SCALE: <br />DETAIL 1 - GRAVEL ROAD PARKING AND UTILITY AREA <br />1" = 1'