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(D(D <br />�Z <br />C� <br />/(0 <br />to :3 � <br />o D <br />O o <br />oCr- <br />N m <br />Ci <br />N N D <br />i � < <br />w ry m <br />N o <br />10� <br />See Shld. — ------------20'- <br />Details 8' <br />Var._ <br />c <br />Const. <br />Limits of Clearingl and Grubbing and <br />Mailbox I Relocation <br />-- 12'--------�}� 12'-- <br />- 24' Pavement Reinforcing Fabric -- <br />Va r. <br />_Var. <br />------- -- - --- -- ----/-7 -- - -t---- - —-------- <br />Existing Roadway [� <br />--- 0.25' Asphalt Concrete Overlay <br />❑1 0.10' Sta. 366+75 to 369+50 TYPICAL SECTION <br />Sta. 431+50 to 432+30 Sta. 356+09 to Sta. 467+88 <br />❑2 14' Sta. 366+40 to 369+60 (Bridge) <br />Sta. 431+00± to 432+80f (Bridge) <br />21' @ Dike replacement areas. <br />C31 Refer to Plans for Pavement width variations. <br />AH <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT �:N" `,:EER DATE CHE KED <br />.Da&mzi , Oain& 6/99 �A �� - 6%It�99 <br />GENERAL NOTES <br />1. Contractor shall scarify native soil adjacent to pavement to a <br />depth of 6 inches and blend shoulder backing material prior to <br />compaction, limits of this work is confined to intersection radii <br />plus 100' each direction. <br />2. All shoulder backing work (except for final shoulder grading) shall <br />be completed prior to placing final layer of asphalt concrete. <br />Const. Const. <br />Limits of Clearing and Grubbing^ and Limits of Clearing and Grubbing and <br />-- Mailbox Relocation <br />Mailbox Relocation <br />4' -- 2'- <br />Conform----\8% <br />'Conform-_,\8% <br />�or•— <br />i� Conform--, r. <br />Var. Depth -- Var. Depth <br />Shoulder Backing Shoulder Backing <br />(TYP) (TYP•) <br />Detail 1_ Detail 2 <br />Sta. 356+09 to Sta. 467+88, except as noted. <br />Sta. 445+50 to Sta. 451+00 Lt. <br />4', Sta. 356+75 to Sta. 365+92 Lt. <br />Sta. 356+75 to Sta. 3644-77 Rt. <br />2', Sta. 384+75 to Sta. 387+50 Lt. SHOULDER DETAILS <br />Sta. 451+70 to Sta. 452+35 Lt. <br />NO SCALE I TYPICAL SECTION <br />DATE ' SUBMITTED <br />'79 5q Arm 64)1� <br />DATE <br />N. 99 FRONTAGE ROAD (W) RESURFACING <br />(Eight Mile Rd. to Armstrong Rd.) <br />DATE <br />/�L OMMENDED <br />Sheet No. <br />2 of 9 <br />3. <br />Asphalt Concrete shall be placed as noted below: <br />0.12' A.C. Thickness — One (1) layer with pavement reinforcing <br />fabric on existing Pavement. <br />0.25' A.C. Thickness — Two (2) layers of approximately equal <br />thickness with Pavement reinforcing fabric, on existing Pavement. <br />J <br />4. <br />Material used for shoulder backing shall be "Select Material" <br />Exist. Conc. Curb <br />(Top Soil) at the following locations: <br />to remain. (Typ.) <br />Sta. 384+75f to Sta. 3974-30± Lt. and <br />Sta. 451-1-70 to Sta. 452+35 Lt. <br />5. <br />Where superelevations exist on horizontal curves, the new surface <br />slope and drainage shall conform to existing. <br />6. <br />Remove 8" Dia. Almond Tree, Sta. 44-1 +40 (26' Lt.). <br />Const. Const. <br />Limits of Clearing and Grubbing^ and Limits of Clearing and Grubbing and <br />-- Mailbox Relocation <br />Mailbox Relocation <br />4' -- 2'- <br />Conform----\8% <br />'Conform-_,\8% <br />�or•— <br />i� Conform--, r. <br />Var. Depth -- Var. Depth <br />Shoulder Backing Shoulder Backing <br />(TYP) (TYP•) <br />Detail 1_ Detail 2 <br />Sta. 356+09 to Sta. 467+88, except as noted. <br />Sta. 445+50 to Sta. 451+00 Lt. <br />4', Sta. 356+75 to Sta. 365+92 Lt. <br />Sta. 356+75 to Sta. 3644-77 Rt. <br />2', Sta. 384+75 to Sta. 387+50 Lt. SHOULDER DETAILS <br />Sta. 451+70 to Sta. 452+35 Lt. <br />NO SCALE I TYPICAL SECTION <br />DATE ' SUBMITTED <br />'79 5q Arm 64)1� <br />DATE <br />N. 99 FRONTAGE ROAD (W) RESURFACING <br />(Eight Mile Rd. to Armstrong Rd.) <br />DATE <br />/�L OMMENDED <br />Sheet No. <br />2 of 9 <br />