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q Const. <br />Limits of Clearing and Grubbing, and Mailbox Relocation. <br />Refer to shld. <br />details this <br />sheet. <br />-Var. <br />Existing Roadway J <br />Var.- <br />--- - -1. <br />*0.25' A.C. Overlay <br />GENERAL NOTES <br />1. At locations within 50' of Roadway Intersections, the contractor shall scarify <br />' native soil adjacent to pavement to a depth of 6 inches and blend <br />shoulder backing material prior to compaction. <br />Va r. <br />Refer to shld. <br />details this <br />sheet. <br />TYPICAL SECTION <br />Sta. 203+00 to Sta. 280+35 <br />* 0.35' A.C. Overlay Sta. 206+00 to Sta.. 220+00 <br />0.10' A.C. Overlay Sta. 221+00 to Sta.. 222+00 (Pixley Slough Bridge) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE I <br />�PpRROQJECT ENGINEER -4 E CHECKED <br />.8a�i�r;,dsr . �as►.a <br />6199 A _- - % -- <br />q Const. <br />2. All earthwork (except the final lift of shoulder backing) shall be completed <br />prior to placing final layer of asphalt concrete. No shoulder backing <br />material shall be deposited or drifted on to final lift of asphalt concrete <br />surfacing. <br />3. Asphalt Concrete shall be placed as noted below: <br />0_10' A.C. Thickness - One (1) layer over existing surface. <br />0.25' A.C. Thickness -- Two (2) layers of approximately equal thickness. <br />0.35' A.C. Thickness - Three (3) layers approximately equal thickness. <br />4. Locations of Utilities shall be verified prior to excavating. The contractor <br />shall be responsible to notify USA @ 1-800-642-2949, 48 hours prior to <br />work. <br />5. Existing Utility poles shall remain in place. <br />2' 4'� <br />Var 0.04' A.C. <br />.edge thickness <br />- J <br />L -----Exist. Bridge Deck. <br />DETAIL 2 <br />Pixley Slough Bridge <br />Sta. 221 +50 f (Lt. & Rt.) <br />SHOULDER DETAILS <br />NO SCALE I TYPICAL SECTION <br />DATE SUBM.1-'"D DATE <br />73/99 �.K�b <br />q Const. <br />Earthwork <br />Misc. Areas <br />I� - 12' 4' 4' -4'--m-- <br />a- <br />Li 8q <br />-Conform <br />0.25' Depth <br />Shld. Backing -- Gutter Grade <br />(Refer to Sheet 5) <br />DETAIL 3 <br />Sta. 253+91 to Sta. 280+35 Rt. <br />ECOMMENDED I DATE <br />ALPINE ROAD RESURFACING Sheet No. <br />(Live Oak Road to Harney Lane) 1 2 of 7 <br />Const. <br />�a <br />C. <br />'0- <br />L� <br />��❑ <br />X <br />CD M <br />-0 N <br />5 ? <br />C /� <br />> <br />p O� <br />°�Conform <br />r <br />--Var. Depth <br />Shld. Backing <br />DETAIL 1 <br />Sta. 203+00 to Sta. 280+35 (Except as <br />noted) <br />44 <br />� <br />1 2' Sta. 230+00 to Sta. <br />234+00 <br />Lt. <br />D <br />2' Sta. 241+00 to Sta. <br />243+00 <br />Lt. <br />V <br />M <br />2' Sta. 213+00 to Sta. <br />217+00 <br />Rt. <br />2' Sta. 223+00 to Sta. <br />2.25+00 <br />Rt. <br />M <br />Z <br />2❑ 2' Sta. 212+50 to Sta. <br />243+00 <br />Lt. <br />2' Sta. 213+00 to Sta. <br />214+00 <br />Rt. <br />2' Sta. 223+50 to Sta. <br />231+00 <br />Rt. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE I <br />�PpRROQJECT ENGINEER -4 E CHECKED <br />.8a�i�r;,dsr . �as►.a <br />6199 A _- - % -- <br />q Const. <br />2. All earthwork (except the final lift of shoulder backing) shall be completed <br />prior to placing final layer of asphalt concrete. No shoulder backing <br />material shall be deposited or drifted on to final lift of asphalt concrete <br />surfacing. <br />3. Asphalt Concrete shall be placed as noted below: <br />0_10' A.C. Thickness - One (1) layer over existing surface. <br />0.25' A.C. Thickness -- Two (2) layers of approximately equal thickness. <br />0.35' A.C. Thickness - Three (3) layers approximately equal thickness. <br />4. Locations of Utilities shall be verified prior to excavating. The contractor <br />shall be responsible to notify USA @ 1-800-642-2949, 48 hours prior to <br />work. <br />5. Existing Utility poles shall remain in place. <br />2' 4'� <br />Var 0.04' A.C. <br />.edge thickness <br />- J <br />L -----Exist. Bridge Deck. <br />DETAIL 2 <br />Pixley Slough Bridge <br />Sta. 221 +50 f (Lt. & Rt.) <br />SHOULDER DETAILS <br />NO SCALE I TYPICAL SECTION <br />DATE SUBM.1-'"D DATE <br />73/99 �.K�b <br />q Const. <br />Earthwork <br />Misc. Areas <br />I� - 12' 4' 4' -4'--m-- <br />a- <br />Li 8q <br />-Conform <br />0.25' Depth <br />Shld. Backing -- Gutter Grade <br />(Refer to Sheet 5) <br />DETAIL 3 <br />Sta. 253+91 to Sta. 280+35 Rt. <br />ECOMMENDED I DATE <br />ALPINE ROAD RESURFACING Sheet No. <br />(Live Oak Road to Harney Lane) 1 2 of 7 <br />