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v <br />rn <br />.� <br />o <br />1 <br />L - <br />Const <br />_12't <br />Jack Tone Road <br />Const <br />CL <br />W <br />Limits of Clearing and Grubbin <br />Earthwork (Misc Areas) <br />Walkway <br />a� <br />3 i c Existing <br />U Surface <br />'x <br />— — — —w 8=a <br />o J .30' Asphalt Concrete (Walkway) <br />xisting 0.45' Asphalt Concrete (Driveway) <br />Roadway over shaped and compacted native <br />Drainage Pipe or Imported Borrow <br />(See Plans) AC (Misc Areas) <br />12't <br />Jack Tone Road <br />TYPICAL SECTION <br />Sta 11+46 to Sta 12+04 <br />* 10' – Dwy ® Sta 11+94 (Rt) <br />Limits of Clearing and Grubbi <br />Earthwork (Misc Areas) <br />2, – 8, 5' <br />See Plan Walkway <br />w Equal Equal <br />0 <br />–2' <br />Existing <br />h 3 U- 03 0 Surface <br />w Max N 10% ,1 % m _Var <br />—Us—ting— <br />Roadway <br />— — Imported Borrow <br />xisting 0.30' Asphalt Concrete <br />Roadway over shaped and <br />compacted native or <br />Drainage Pip Imported Borrow <br />(See Plans) AC (Misc Areas) <br />TYPICAL SECTION <br />Sta 12+04 to Sta 14+96 <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />DRAWN BY DATE �/P�ROJECT ENGINEER DATE <br />Mi11Ce11t �i 02/13 1't 110''714 ' �A/1 <br />Const <br />12'f _ <br />Jack Tone Road <br />I <br />I a <br />w <br />i <br />I <br />Const <br />i <br />GENERAL NOTES <br />Limits of Clearing <br />and Grubbing <br />Earthwork (Misc Areas) <br />1' 1' 5' <br />Walkway <br />a� SDI Frame & <br />39 L- Cover flush with <br />U' Walkway–, <br />o r -----i <br />Existing SDI <br />x,sting L_. <br />Roadway 2't <br />CROSS SECTION AT STA 12+37 <br />12'f <br />Jack Tone Road <br />Limits of Clearing and <br />Earthwork (Misc Areas <br />C1_ 6' Var <br />c Conform at Existing <br />v v Top of Bank — Surface <br />— — — —w Ma% N _Var – - <br />- Imported Borrow <br />Llsting Drainage Pipe <br />Roadway (See Plans) <br />TYPICAL SECTION <br />Sta 14+96 to Sta 15+65 <br />1. 0.30 and 0.45' Asphalt concrete shall be placed in two (2) layers of approximate equal thickness over shaped and <br />compacted native or Imported Borrow. <br />2. All earthwork shall be completed prior to placing final layer of Asphalt Concrete. <br />3. Existing highway and utility facilities, including bollards, roadside signs, trees, shrubs, fences, utility poles and <br />other frontage improvements shall remain in place unless otherwise noted. <br />4. Existing storm drain inlets and drainage pipes from Station 9+55 to Station 14+08 (right) shall be cleaned after <br />completion of walkway. <br />5. The Contractor shall conduct earthwork operations so as not to modify or obstruct the existing drainage except <br />as noted on Plans. <br />6. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed <br />under this contract. All testing shall conform to the Standard Specifications. All re -testing shall be paid for by <br />the Contractor. <br />TYPICAL SECTION <br />CHECKED DATE <br />JACK TONE ROAD SCHOOL CROSSING IMPROVEMENTS I Sheet No. <br />(Lambert Way to Locke Road) 2 of 7 <br />