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W rn r M z 0 See Shoulder Details on this sheet Const Limits of Clearing and Grubbing 1 n' — ?n' 1 1 n' — )n' (See Plan for width variations) I (See Plan for width variations) * 22' I _ _ _ _ _ Pavement Reinforcing Fabric RIGHT o 1 J 0.17' AC Overlay I — — — — _�_ DETAIL ,Var Var END GENERAL NOTES 1. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete used in Pavement Repair has been in place for 18 hours. 2. Asphalt concrete overlay shall be placed in one (1) layer with pavement reinforcing fabric placed on existing surface. See Shoulder 3. All earthwork (except for final shoulder grading) shall be completed prior to placing final layer of Asphalt Concrete. Details on No Shoulder Backing shall be deposited or drifted on the final layer of Asphalt Concrete surfacing. Where the shoulder this sheet placement exceeds 0.30' in thickness, the Shoulder Backing shall be placed in two (2) fully compacted layers. 4 Existin h' h d t'I't f NA-'. ' 1 d' b II L _ _ _ _ — I _ _ _ _ _ RIGHT o 1 J g ig way an u i i y ac i yes, inc u ung o ards, roadside signs, trees, shrubs, fences, utility poles and — — — — _�_ DETAIL BEGIN END — — — - other frontage improvements shall remain in place * 18' Sta 10+16 to Sta 44+75 TYPICAL SECTIONunless 1 32+50 47+56 1 otherwise noted. 34+50 2 48+47 57+58 3 34+50 47+56 noad5. Shoulder Backing material at all intersection radii shall 4 48+47 56+96 Sta 10+16 to Sta 100+85 60+50 RtxdbRbDRAW1NG 57+23 receive penetration treatment at 0.25 gallon/square yard. 63+50 2 57+23 Corrections By Limits of penetration treatment work shall be confined 63+50 66+50 1 No Changes �i tp intersection radii plus fifty or to intersection conform. feet (50') in each direction Const Const 2 58+80 98+75 3 Limits of Clearing and Grubbing 77+00 � Limits Dat2��-%.=j/11 6. of Clearir�,f e% , " �„ �L � The Contractor shall conduct t t d'f b t t earthwork operations so th 10'-16' Finished Surface I Var i Const Var Depth Shoulder Backing 10'-16' Finished Surface Exist I Var Surface i Limits of Clearing and Grubbing 12' 4' — 8' 1 Finished Var Depth AC E i Surface o I V� Var 0 o Exist r;l Surface --- TAI Const All 8% 7RM �IwIN Should Verify as no o mo i y or o s ruc a existing drainage. WThe Site Of Wort 7. The Contractor shall obtain an Encroachment Permit and enter into an agreement with Union Pacific Railroad for work within Union Pacific Railroad Right—of—way. 8. The Contractor shall obtain an encroachment permit from Exist Caltrans prior to work within the State Highway Right—of—way. Surface SHOULDER SCHEDULE Var Depth Shoulder Backing Limits of Clearing and Grubbing 12' 4' — 8' 1 ' Var Depth AC Finished E Surface o IqVar— ar �V� 0 o o i - -----J COUNTY OF SAN JOAQUIN DRAWN BY DATE PROJECT ENGINEER DATE CHECKED intent L;�Z 02111 I/!�►��( /i l�/� �-.SZ NO SCALE DATE ►,4/ K�II:TI� xist AC Dike Exist Surface TYPICAL SECTIONS AND GENERAL NOTES NOW Transition between shoulder type to be 10' to- 20' and shall be determined by the Engineer on site. ACAMPO ROAD RESURFACING Sheet No. (Lower Sacramento Road to State Highway Route 99) 1 2 of 7 LEFT RIGHT BEGIN END DETAIL BEGIN END DETAIL 10+16 32+50 2 10+16 19+50 1 32+50 47+56 1 19+50 34+50 2 48+47 57+58 3 34+50 47+56 1 57+58 57+80 4 48+47 56+96 3 57+80 60+50 1 56+96 57+23 4 60+50 63+50 2 57+23 57+68 3 63+50 66+50 1 57+68 58+80 4 66+50 69+00 2 58+80 98+75 3 69+50 77+00 1 77+00 88+50 2 88+50 97+00 1 97+00 98+80 1 NOW Transition between shoulder type to be 10' to- 20' and shall be determined by the Engineer on site. ACAMPO ROAD RESURFACING Sheet No. (Lower Sacramento Road to State Highway Route 99) 1 2 of 7