Laserfiche WebLink
�F GENERAL NOTES: <br />COi7St <br />_ Limits of clearing I and grubbing 1. Placement of asphalt concrete shall not begin until the asphalt <br />and mailbox relocation concrete used in pavement repair has been in place for 18 hours. <br />12'-34' 12' 2. Shoulder backing material at all intersection radii shall receive <br />penetration treatment at 0.25 gallon/square yard. Limits of the <br />See 22' Pavement reinforcing fabric See penetration treatment work shall be confined to intersection radii plus <br />shoulder shoulder fifty feet (50') in each direction. Payment for penetration treatment <br />details �Var. I Va__ r.� 77 717/1 details should be considered as included in the unit price paid for penetration <br />treatment. <br />- - - - - - - ---- - - - :;T — —— — — ————————--— -- — — — <br />J <br />Existing roadway TYPICAL SECTION A.c° Overlay <br />Sta. 1 1 +70 to Sta. 18+00 <br />Sta. 30+00 to Sta. 36+13 <br />For section 10+1 6 to 1 1 +70 <br />(Widening) See detail on sheet 6. <br />CO/7St <br />I <br />Limits of clearing and grubbin <br />and mailbox relocation <br />12'-16' <br />12'-16' <br />See 22' Pavement reinforcing fabric <br />shoulder —Var. <br />details <br />L--- -- — — — — — — —— <br />Existing roadway TYPICAL SECTION <br />S I t' <br />jF <br />Const <br />upere eva ion) <br />Sta. 18+00 to Sta. 23+94 <br />Sta. 25+00 to Sta. 30+00 <br />Limits of <br />clearing and grubbing <br />1' <br />Conform <br />� Var. � Vag <br />---- J <br />� I -Shoulder <br />Existing— backing <br />�71 roadway <br />m <br />z SHOULDER DETAIL A <br />0 <br />3. Asphalt concrete overlay shall be placed in one layer with <br />pavement reinforcing fabric on existing or prepared surface. <br />4. The contractor shall conduct the shoulder backing operation <br />so as not to disturb or obstruct any existing drainage. <br />5. Hand grinding of asphalt concrete pavement will be required <br />at locations where existing utilities are within the planing limit. <br />6. The contractor shall be responsible for adequately scheduling <br />inspection and testing of all facilities constructed under this <br />contract. All testing shall conform to the Standard Specifications. <br />All re—testing shall be paid by the contractor. <br />Corrections By <br />No Changs y _ ! _ _k. <br />Date <br />Any Person sing This Should 4rVerify <br />LiAlilafpIrmation By insp %he Site Of Work <br />clearing and grubbing —� <br />1' I <br />2' — 12'—,34' <br />Conform of ` Var. <br />7 Shoulder <br />backing Existing <br />roadway <br />SHOULDER DETAIL B <br />See <br />SCHEDULE <br />LEFT <br />shoulder <br />SIDE <br />Sta. <br />details <br />to <br />Sta. <br />12+00 <br />A <br />3. Asphalt concrete overlay shall be placed in one layer with <br />pavement reinforcing fabric on existing or prepared surface. <br />4. The contractor shall conduct the shoulder backing operation <br />so as not to disturb or obstruct any existing drainage. <br />5. Hand grinding of asphalt concrete pavement will be required <br />at locations where existing utilities are within the planing limit. <br />6. The contractor shall be responsible for adequately scheduling <br />inspection and testing of all facilities constructed under this <br />contract. All testing shall conform to the Standard Specifications. <br />All re—testing shall be paid by the contractor. <br />Corrections By <br />No Changs y _ ! _ _k. <br />Date <br />Any Person sing This Should 4rVerify <br />LiAlilafpIrmation By insp %he Site Of Work <br />clearing and grubbing —� <br />1' I <br />2' — 12'—,34' <br />Conform of ` Var. <br />7 Shoulder <br />backing Existing <br />roadway <br />SHOULDER DETAIL B <br />I COUNTY OF SAN JOA UIN NO SCALE I TYPICAL SECTIONS I MCKINLEY AVENUE RESURFACING I Sheet No. <br />Q GENERAL NOTES (French Camp Road to apprximately 2,640' north) 2 of 7 <br />DRAWN BY I DATE I PROJECT ENGINEER I DATE <br />Enrique SI(va 1031091 /,;U,t,,,L <br />CHECKED <br />DATE APPROVAL RECOMMENDED <br />ice./ ILL�..� <br />DATE <br />4/gll <br />SHOULDER <br />SCHEDULE <br />LEFT <br />SIDE <br />SIDE <br />Sta. <br />10+70 <br />to <br />Sta. <br />12+00 <br />A <br />Sta. <br />12+00 <br />to <br />Sta. <br />15+00 <br />B <br />Sta. <br />15+00 <br />to <br />Sta. <br />23+94 <br />A <br />Sta. <br />23+94 <br />to <br />Sta. <br />25+00 <br />BRIDGE <br />Sta. <br />25+00 <br />to <br />Sta. <br />34+50 <br />B <br />Sta. <br />34+50 <br />to <br />Sta. <br />36+13 <br />A <br />I COUNTY OF SAN JOA UIN NO SCALE I TYPICAL SECTIONS I MCKINLEY AVENUE RESURFACING I Sheet No. <br />Q GENERAL NOTES (French Camp Road to apprximately 2,640' north) 2 of 7 <br />DRAWN BY I DATE I PROJECT ENGINEER I DATE <br />Enrique SI(va 1031091 /,;U,t,,,L <br />CHECKED <br />DATE APPROVAL RECOMMENDED <br />ice./ ILL�..� <br />DATE <br />4/gll <br />SHOULDER <br />SCHEDULE <br />RIGHT <br />SIDE <br />Sta. <br />10+16 <br />to <br />Sta. <br />- <br />10+28 <br />A <br />Sta. <br />11+70 <br />to <br />Sta. <br />13+00 <br />A <br />Sta. <br />13+00 <br />to <br />Sta. <br />_ <br />22+85 <br />B <br />Sta. <br />22+85 <br />to <br />Sta. <br />23+94 <br />A <br />Sta. <br />23+94 <br />to <br />Sta. <br />25+00 <br />BRIDGE <br />Sta. <br />25+00 <br />to <br />Sta. <br />36+13 <br />A <br />I COUNTY OF SAN JOA UIN NO SCALE I TYPICAL SECTIONS I MCKINLEY AVENUE RESURFACING I Sheet No. <br />Q GENERAL NOTES (French Camp Road to apprximately 2,640' north) 2 of 7 <br />DRAWN BY I DATE I PROJECT ENGINEER I DATE <br />Enrique SI(va 1031091 /,;U,t,,,L <br />CHECKED <br />DATE APPROVAL RECOMMENDED <br />ice./ ILL�..� <br />DATE <br />4/gll <br />