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83MVb0 31MdN 3113 <br /> Const. a <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 60' Earthwork <br /> See Note No. 5 16' 1 g' -- See Note No, 5 <br /> 2, 2' 2, 1 '-8' 2' 2' 2' <br /> 8' Rol adwoy 14'-15' 8'-15' Roadway 6' <br /> Widening I Widening <br /> 0.25 0.30' _ Var, 0,30' <br /> 0.25' GENERAL NOTES: <br /> 1 1, The contractor shall use the Roadway Excavation material from existing <br /> Conform �, V Conform alignment In the proposed embankment. Excavated roadway material including <br /> r <br /> or. Vor• asphalt concrete subbase and Imported borrow shall be removed to native soli. <br /> ExlatIng roadway outside of new alignment shall be removed to match adjacent <br /> eve — — field elevation. <br /> Exist. Roadway <br /> y TYPICAL SECTION 2. The 0.30 Asphalt Concrete Overlay Is to be placed In two (2) layers of <br /> Shoulder Sockin 11Shoulder Backing approximate equal thickness, <br /> Sta. 107+50 to Sta. 109+23 ' 0.35 (Typ.) <br /> -,%b, /2/,400 to Sta, 135+00 3. All earthwork, except for the final lift of Shoulder Backing, shall be <br /> completed prior to placing the Anal lift of Asphalt Concrete Surface <br /> r No shoulder backing shall be deposited, or drifted on the final lift of <br /> Asphalt Concrete Surface <br /> � t <br /> 4. More the Plans or Specification describe portions of the work In general <br /> terms but not In complete details, It Iq understood that only the beat <br /> trneral practice Is to prevail and that the materials and workmanship of <br /> e flret quality are to be used, Noteddimensions take precedent over <br /> 84014 and any discrepancy shall be Immediately brought to the attention <br /> Const. of the Resident Englnar, <br /> 5. The Contractor shall Install 8' long earlih berms within the roadside ditch <br /> Limits of Clearing and (Grubbing and Mailbox Relocation spaced as shown an plan, <br /> • BO' Earthwork <br /> See Note No. 5 16' I 16' 011. Sae Note No, 5 <br /> 2' 6, 4, 2' 4' Paved 12 -- ' 12' Paved 2' 2' 6, 2' <br /> S ' <br /> Shoulder Shoulder <br /> 0.30' A.C. .0.25' <br /> +27; -2z, 8X_ <br /> Conform .►At / jj .jj /j /j / jj j/ / // // Conform <br /> or. j� / / /0000 / / / / / / / / j / / / j /j / Var, <br /> -J�1i4►r>pLGrqund_ — � — �,`rj.4inQLGrQund. <br /> 1' Min, 1' Min. A& BUILT D RA I N G <br /> TShoulder Backing Compact Original Ground - ` ` <br /> 0.70' (Class 2) Aggregate Base Shoulder Backing Resident Engineer: Hank Doll, P.E. <br /> aYPI�L SECjlON � SUPER ELEVATION Construction Manager: Vali Cooper & Associates, Inc. <br /> Sta. 113+70.69 to Sto. 121 + Contractor: George Reed, Inc, <br /> Revisions by: George Reed, Inc, <br /> `I[ Changes in Red Date: January 22, 2008 <br /> Const. <br /> « I « <br /> Limits of Clearing and 1Grubbing and Mailbox Relocation <br /> 60' Earthwork <br /> - See Note No. 5 16' 16' See Note No, 5- EZ <br /> 2' 8' 2' 2' 4' Paved 12' 1 12 4' Paved 2' 2' 6' 2' 1� p w�y� <br /> Shoulder Shoulder <br /> 0.25' 0.30' A C. 0.25' a"� No. 38465 <br /> # Exp. 3-31-07 # <br /> —2R 8R_ I C <br /> Conform Conform <br /> l�--Var, Var, <br /> Qrigipfll�rQyp — 1_ — ri9inaL.Gmwrtd_ <br /> 1' Min, 1' Min,jx Peter D. Marttn <br /> Compact Original Ground �w / \ Ii�GI3TadR>rD CIVIL ENGINEER 38466 <br /> Shoulder Backing Shoulder Backing <br /> 0.70' (Class 2) Aggregate Bass <br /> TYPICAL SECTION • embankment <br /> '5;06• to Sta. 113+70.69 <br /> 19 161 .13 to Ste. 128 1 99.08k <br /> sea 7 4e yam <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE TYPICAL SECTION FAIRCHILD LANE IMPROVEMENTS SNOET TOTAL <br /> P.T. 4ios COUNTY OF SAN JOAQUIN SCALE: NONE <br /> 140 r/zw" lioolod xll fW111 .4"0 AND GENERAL NOTES (0.35 Mile East of Vignolo Road) 2 s <br /> FILE NAME DRAWER I SHEET NO. 1 ACAD REVISIONS DATE <br />