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m <br />i <br />0 <br />m' <br />n <br />i <br />CD <br />fD <br />:3D+ 0 <br />En D <br />0 <br />o <br />o <br />a m <br />i <br />E D <br />:3K <br />En m <br />i <br />0 <br />3 <br />CD <br />U) <br />i <br />D <br />T <br />0 <br />IAN <br />See <br />Shoulder <br />Details <br />Const. <br />2' <br />12' <br />Const. <br />I <br />Limits of Clearing and Grubbing <br />and Mailbox Relocation <br />12' <br />20' Pavement Reinforcina Fabric <br />t -- <br />GENERAL NOTES <br />1. Shoulder Backing material at all intersection radii shall be blended <br />with the top 6" of native soil material as directed by the Engineer. <br />Payment for blending shall be considered as included in the <br />contract unit price paid for Shoulder Backing. <br />See 2• All shoulder backing work (except for final shoulder grading) <br />Shoulder shall be completed prior to placing final layer of asphalt concete. <br />2' Details 3 Asphalt Concrete shall be placed in two (2) layers of approximately <br />equal thickness with reinforcing fabric placed over existing or <br />prepared surface. <br />4. All fences shall remain in place. <br />or— 5 Bridge rail to be removed shall be salvaged and stock piled. <br />Contact San Joaquin County at (468-3074) 48 hours prior to <br />removal of rail. <br />Existing Roadway 0.25' Asphalt Concrete 0 D DRAWING <br />TYP I CAL SECTION Corrections By <br />Sta. 0+80 to Sta. 211 +50 No Changes By• <br />Date - <br />Any Person Using This Drawing Should Vt- <br />Const. All infnrmafinn E3v inseecting The Site Ot Work, <br />I Limits of Clearing and Grubbing <br />and Mailbox Relocation <br />Limits of Clearing and Grubbing <br />and Mailbox Relocation <br />12' 4 2' 1 ' <br />0.25' Asphalt <br />Concrete <br />Detail 1 <br />Shoulder Backing <br />(Typ-) <br />12' <br />IN <br />Post 3, <br />87-- <br />0.25' <br />= <br />0.25' Shoulder —1-F1' <br />Backing LJ <br />Earthwork (Misc. Areas) - <br />(Type 1): Place Imported <br />Borrow <br />SHOULDER DETAILS <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />rrcent �i �f/01 s/71ol �-- - Sl7%► <br />Detail 2 <br />Varies <br />HINGE POINT <br />L- <br />0 <br />2 C <br />0 <br />�1 v <br />TYPICAL SECTION <br />SUBMITTED DATE APP <br />GY �1�rf�e 3// <br />SHOULDER BACKING <br />WIDTH, <br />SHOULDER <br />SCHEDULE <br />Sta. to <br />Sta. to <br />Sta. (Left) <br />Detail <br />Sta. to <br />Sta. <br />(Right) <br />Detail <br />0+80 <br />to <br />22+10 <br />1 <br />0+80 <br />to <br />22+00 <br />1 <br />22+10 <br />to <br />23+31 <br />2 <br />22+00 <br />to <br />23+15 <br />2 <br />24+50 <br />to <br />25+70 <br />2 <br />24+40 <br />to <br />25+55 <br />2 <br />25+70 <br />to <br />30+47 <br />1 <br />25+55 <br />to <br />30+44 <br />1 <br />30+47 <br />to <br />31+82 <br />2 <br />30+44 <br />to <br />31+79 <br />2 <br />32+34 <br />to <br />207+28 <br />1 <br />32+45 <br />to <br />33+60 <br />2 <br />207+28 <br />to <br />208+31 <br />2 <br />33+60 <br />to <br />207+28 <br />1 <br />208+50 <br />to <br />209+53 <br />2 <br />207+28 <br />to <br />208+31 <br />2 <br />209+53 <br />to <br />211+50 <br />1 <br />208+50 <br />to <br />09+53 <br />209+53—E::2:-- <br />2209+53 <br />to <br />209+53 <br />4'-8' <br />207+53 <br />209+53 <br />to <br />211+50 <br />1 1 <br />SHOULDER BACKING <br />WIDTH, <br />❑W <br />(DETAIL 2) <br />Sta. to <br />Sta. (Left) <br />Sta. to <br />Sta. <br />(Right) <br />❑W <br />22+10 <br />to <br />22+50 <br />4'-12' <br />22+00 <br />to <br />22+40 <br />4'-12' <br />22+50 <br />to <br />23+31 <br />12' <br />22+40 <br />to <br />23+15 <br />12' <br />24+50 <br />to <br />25+30 <br />12' <br />24+40 <br />to <br />25+ 15 <br />12' <br />25+30 <br />to <br />25+70 <br />4'-12' <br />25+15 <br />to <br />25+55 <br />4'-12' <br />30+47 <br />to <br />30+87 <br />4'-12' <br />30+44 <br />to <br />30+88 <br />4'-12' <br />30+87 <br />to <br />31+82 <br />12' <br />30+88 <br />to <br />31+79 <br />12' <br />207+28 <br />to <br />207+53 <br />4'-8' <br />32+45 <br />to <br />33+20 <br />12' <br />207+53 <br />to <br />208+31 <br />8' <br />33+20 <br />to <br />33+60 <br />4'-12' <br />208+50 <br />to <br />209+28 <br />8' <br />207+28 <br />to <br />207+53 <br />4'-8' <br />209+28 <br />to <br />209+53 <br />4'-8' <br />207+53 <br />to <br />208+31 <br />8' <br />208+50 <br />209+28 <br />to <br />to <br />209+28 <br />209+53 <br />8' <br />CLEMENTS ROAD RESURFACINGSheet No. <br />Comstock Road to Harney Lane 2 of 15 <br />RECOMMENDED I DATE <br />