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Conform - <br />Conform - <br />Lir <br />Var Depth J <br />Shoulder Backing <br />(0.15' Min.) (Typ <br />_8q <br />Var Depth <br />Shoulder Backing <br />(0.15' Min.) (Typ <br />1'F <br />Conform <br />r. Z + <br />z <br />Var Depth—' <br />Shoulder Backin <br />(0.15' Min.) (Typ <br />DRAWN BY DATE <br />I. `JPa4n,-;m6 u/08 <br />.7. Y.. 1#/08 <br />FILE NAME DRAWER <br />Var Depth <br />AC Overlay <br />2' I-a- <br />(Typet <br />IF <br />Const <br />Limits of Clearing and Grubbing and Roadside Sign Relocation <br />I <br />, <br />12' <br />_47o <br />24' Pavement R; <br />I <br />_Var <br />12' <br />ng Fabric <br />Var_ <br />Existing Roadway 0.25' AC Overlay <br />TYPICAL SECTION <br />Byron Road <br />Sta 150+91 to Sta 237+00 <br />61 <br />Var Depth <br />AC Overlay <br />-*Pi 2' <br />4%-m._ I (Type1 <br />Embankment <br />(Typ) <br />+.-e&' AC (Typ) <br />o-ro, <br />Const <br />Limits of Clearing and Grubbing and Roadside Sign Relocation <br />�—heplay <br />' 12'- 26' I 12' - 25' 6' <br />Varth Var Depth <br />AC AC Overlay <br />2'-5' 24'-51' Pavement Reinforcing Fabric 2'-4' 3i <br />'arthwork I Earthwork <br />Zoadway Roadway <br />Nidening Widening <br />(TYpe1) _47 _Var Var_ 47o_ (Type 1) <br />8% <br />� V�r� <br />Exist7�ing Roadway 0.25' AC Overlay Embankment <br />(TYP) <br />TYPICAL SECTION �-ee' AC (Typ) <br />Byron Road o.$b! <br />Sta 237+00 to Sta 278+60 <br />—6' —� <br />Var Depth <br />AC Overlay <br />Const <br />Limits of Clearing and Grubbing and Roadside Sign Relocation <br />, <br />24' Pavement RI inforcing Fabric <br />I <br />Depth <br />Overlay <br />r I r <br />2r -3 4'- <br />2'-9' 9'-16' ► I► 13'-16' <br />Earthwork Roadway I Earthwork Roadway <br />Widening (Type 2) i Widening (Type 2) <br />47o .Var I Var_ 4% _ _ <br />--------- -� --- <br />0.25' AC Overlay Embankment <br />Saw cut line Existing Roadway- Saw cut line (Typ) <br />TYPICAL SECTION 1.00' AC (Typ) <br />Byron Road <br />Sta 278+60 to Sta 302+00 <br />PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />EET NO, ACAD REVISIONS DATE <br />E:\PROJECTS\2007\JL Byron Rood Resurfacing\Plana\Byron Rood Resurfacing—NI Plons <br />COUNTY OF SAN JOAQUIN <br />GENERAL NOTES <br />1. <br />0.25' Asphalt Concrete surfacing shall be placed in two (2) layers of <br />approximate equal thickness with pavement reinforcing fabric on existing surface. <br />2. <br />see <br />used in Pavement Repair (Type 1 & 2) and Roadway Widening (Type 1 & 2) <br />Detail <br />have been in place for 18 hours. <br />3. <br />below <br />-go- <br />at 0.25 gallon/square yard. Limits of Penetration Treatment work shall be confined <br />% <br />to intersection radii plus fifty feet (50') in each direction or to intersection conform. <br />4. <br />Existing drainage facilities shall remain in place unless otherwise noted. The Contractor <br />shall conduct earthwork operations as not to modify or obstruct the existing drainage. <br />MOW <br />All earthwork, except final grading of the shoulders, shall be completed prior to <br />Embankment <br />(Typ) <br />+.-e&' AC (Typ) <br />o-ro, <br />Const <br />Limits of Clearing and Grubbing and Roadside Sign Relocation <br />�—heplay <br />' 12'- 26' I 12' - 25' 6' <br />Varth Var Depth <br />AC AC Overlay <br />2'-5' 24'-51' Pavement Reinforcing Fabric 2'-4' 3i <br />'arthwork I Earthwork <br />Zoadway Roadway <br />Nidening Widening <br />(TYpe1) _47 _Var Var_ 47o_ (Type 1) <br />8% <br />� V�r� <br />Exist7�ing Roadway 0.25' AC Overlay Embankment <br />(TYP) <br />TYPICAL SECTION �-ee' AC (Typ) <br />Byron Road o.$b! <br />Sta 237+00 to Sta 278+60 <br />—6' —� <br />Var Depth <br />AC Overlay <br />Const <br />Limits of Clearing and Grubbing and Roadside Sign Relocation <br />, <br />24' Pavement RI inforcing Fabric <br />I <br />Depth <br />Overlay <br />r I r <br />2r -3 4'- <br />2'-9' 9'-16' ► I► 13'-16' <br />Earthwork Roadway I Earthwork Roadway <br />Widening (Type 2) i Widening (Type 2) <br />47o .Var I Var_ 4% _ _ <br />--------- -� --- <br />0.25' AC Overlay Embankment <br />Saw cut line Existing Roadway- Saw cut line (Typ) <br />TYPICAL SECTION 1.00' AC (Typ) <br />Byron Road <br />Sta 278+60 to Sta 302+00 <br />PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />EET NO, ACAD REVISIONS DATE <br />E:\PROJECTS\2007\JL Byron Rood Resurfacing\Plana\Byron Rood Resurfacing—NI Plons <br />COUNTY OF SAN JOAQUIN <br />GENERAL NOTES <br />1. <br />0.25' Asphalt Concrete surfacing shall be placed in two (2) layers of <br />approximate equal thickness with pavement reinforcing fabric on existing surface. <br />2. <br />Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete <br />used in Pavement Repair (Type 1 & 2) and Roadway Widening (Type 1 & 2) <br />have been in place for 18 hours. <br />3. <br />Shoulder Backing material at all intersection radii shall receive Penetration Treatment <br />-go- <br />at 0.25 gallon/square yard. Limits of Penetration Treatment work shall be confined <br />to intersection radii plus fifty feet (50') in each direction or to intersection conform. <br />4. <br />Existing drainage facilities shall remain in place unless otherwise noted. The Contractor <br />shall conduct earthwork operations as not to modify or obstruct the existing drainage. <br />-Conform 5. <br />All earthwork, except final grading of the shoulders, shall be completed prior to <br />placing final layer of Asphalt Concrete. No Shoulder Backing shall be deposited or <br />71111zz- <br />drifted on the final lift of Asphalt Concrete surfacing. <br />6. <br />All existing trees, shrubs, fences, utility poles and other frontage improvements are to <br />remain in place unless otherwise noted. <br />7. <br />Embankment shall consist of excavated materials from Roadway Widening (Type 1 & 2) <br />and shall be free of Asphalt Concrete. Clean, surplus material free of Asphalt Concrete <br />may be spread within 7' of new edge of pavement provided there is no obstruction of <br />existing drainage. <br />8. <br />Existing roadside signs to remain in place are not shown on Signing and Striping Plans. <br />onform <br />SCALE: NONE <br />1' 2'-5' <br />Earthwork <br />Roadway <br />Widening <br />(Type 1) <br />Remove AC Dike <br />(Type A) (Typ) <br />Const <br />I <br />-Limits of Clearings and Grubbing and Roadside Sign Relocation <br />14'-15' 14'-34' 2'-19' 1 <br />Earthwork Roadway Widening (Type 1) <br />24'-45' Pavement Reinforcing Fabric <br />—14 i 28' <br />_Var i Var _ __ �q <br />Existing Roadway <br />T L0.25' AC Overlay <br />TYPICAL SECTION <br />Grant Line Road (West) <br />Sta 7+00 to Sta 8+97 <br />-t-:001 AC (Typ) <br />- Replace AC Dike <br />(Type A) (Typ) <br />i <br />Const <br />12 6 2 2 <br />C ,-----� <br />I Widening / \ <br />Var_ 4% <br />� / Existing Embankment <br />RECORD D AV4ky`IIA'G <br />Overlayf arm <br />�l - - - - - - - - - Shouldeorn Backing An'r+ „S BY., Tr,:� n,�wJ''f _ J <br />Existing Roadway u ng Should Verify <br />All Ir!n.:. r. .. r,,, ti... ,.>ite Of Work <br />1.00% AC (TYP) <br />SHOULDER DETAIL <br />* Sta 209+50 (Rt) to Sta 221+00 (Rt) <br />TYPICAL SECTIONS, GENERAL <br />NOTES & SHOULDER DETAIL <br />BYRON ROAD RESURFACING <br />(Wicklund Road to Tracy City Limits) <br />Peter D. Martin <br />REGISTERED CIVIL ENGINEER 38485 <br />SHEET TOTAL <br />NO. SHEETS <br />2 1 9 <br />