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NOTES: <br /> 1.SMOOTH SURFACE WHERE EROSION CONTROL MESH IS TO BE PLACED <br /> PRIOR TO PLACEMENT BY DRAGGING CHAIN LINK FENCE OR <br /> EQUIVALENT. <br /> REMOVE ALL DROP PERIMETER BERM AND DO FOR EXISTING BERM WIDTH VARIES <br /> ON.SURFACE 5 USE FOR SURFACE RECONDITIONING OR EROSION CONTROL MESH DO NOT REMOVE 10 FT BOTH SIDES OF CPP <br /> OF TOW DECK 1 2 AS NOTED IN yy� a FT ALL DIRECTIONS FROM TEE <br /> REMOVE VEGETATION FROM 12'CPP COUPLING BAND <br /> BERM SURFACE PRIOR TO TEE <br /> SOIL REMOVAL MARKER STAKE 10 FT O.C. <br /> 0 TR <br /> EACH SIDE(TYP) <br /> � 3 <br /> �'fMYC AT EDGE OF TOP DECK 1 3 <br /> (SEE NOTE 1) <br /> REPAIR CRACKS WHERE COUPLING BAND <br /> 2% <br /> N STAKED BY ENGINEER EARTH BACKFlJET TO <br /> -wN <br /> GRADE TO MATCH IXISi1NG SLOPES j LL SETTLE AROUND PIPE 12'SINGLE WALL CPP <br /> MIN SLOPE PER SPECIFICATION <br /> SECTION 19-S3,"EARTHWORK- - TWO BAGS POWDERED <br /> SURFACE RECONDITIONING' '�,'I w BENTONITE AS BACKFILL <br /> MID PIPE <br /> PLACE 8 GUAGE, <br /> 12'TYPE S CPP 8'-LONG STAPLE <br /> VEG AND CLAY BARRIER _ 1-O. EVERY 24!"O.G <br /> LAYERS NOT SHOWNIi r UNG <br /> 7: <br /> sly L PERIMETER BAND PERIMETER <br /> ROAD �� a-FT WIDE EROSION <br /> REFUSE ROAD CONTROL MESH T <br /> (TYP)SEE NOTE 1 <br /> SIDE SLOPE <br /> IXISTING EXISTING <br /> DRAINAGE DITCH DRAINAGE DITCH <br /> TYPICAL PERIMETER BERM REMOVAL 1'2 TYPICAL DOWNDRAIN 3 EROSION CONTROL MESH AT EDGE OF TOP DECK <br /> scvE N s sEcnoN 1 3 SGLE N s stcnON 1 3 <br /> "Al", <br /> GIE 1/2'=1'-0• stanON <br /> i <br /> EXISTING VEGETATION <br /> , : APPROX EXISTING VEGETATION <br /> HYDROMULCH 1 :{) a 4'_0'MAX x )F �/ (n'P) <br /> HYDROMUICH IMPORT BORROW <br /> HYDROMULCH i� ui II11 I.I <br /> GRADE TO MATCH OF TOP DECK C + • a�a � _,5, i . :.is.i.1�". 'k t$I a�'°`,� <br /> EXSTNG SLD <br /> �+ 2'-0"MAX REMOVE VEGETATION AND 2_0•MAX REMOVE EXIST VEGETATION <br /> RAKE 8'BEYOND CRACK AND RULE 8'BEYOND ALL <br /> ON EACH SIDE WITH SIDES OF REPAIR AREA <br /> HAND TOOLS(TYP)L2 FT MAXIMUM WITH PAW TOOLS(TYP) <br /> RAKE DEPR6SED <br /> AREAS(TYP) IMPORT BORROW EXISTING SURFACE <br /> IMPORT BORROW <br /> 4 TYPICAL DEPRESSED AREA 5 TYPICAL CRACK REPAIR 6 TYPICAL SIDE SLOPE REPAIR <br /> \,! 3 <br /> SCALE: FIORR: 1'=NO'-0' SECIXMI SCALE: 1/2•-1,-e gta(pN <br /> VERT-. r=.10•-0' 1 3 � 3 sant: i/z'_1'-0' stcnoN <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED APPROVAL RECOMMENDED DAM <br /> '°' CONSTRUCSHEET TOTAL <br /> ' g COUNTY OF SAN JOAQUIN SCALE AS SHOWN TION DETAILS HARNEY LANE LANDFILL NO. SHEETS <br /> FILE NAME I DRAWER SH#T ACRD COVER RECONDMONING 3 8 <br /> REVISIONS DATE <br /> GVR03_0ETAILS.DWG N:\1Harney...\Drowings\HLRecono...\From Joel\ <br />