Laserfiche WebLink
Const. <br /> Limits of Clearing and Grubbing <br /> and Limits of Mailbox relocation. <br /> 8' I 8' <br /> 4' 4'* 4'� 12' I 12, 4' 4• 4' <br /> 24' Pavement Reinforcing Fabric <br /> Conform Var. _ Var. I Var. _ Var. Conform1 <br /> Var' V r. <br /> Shoulder Backing --- <br /> (Class 2 Aggregate Base) Existing Roadway 0.25' Asphalt Concrete r .fESSi <br /> GENERAL NOTES TYPICAL SECTION No. ao <br /> a 1. Shoulder Backing material at all intersection radii shall be C25a <br /> blended with the top 6" of native soil material as directed 3-31-0] <br /> + + <br /> Sta. 277+00 to Sta. 376+00 s <br /> by the Engineer. Payment for blending shall be considered as 9T C1V11 <br /> included in the contract unit price paid for Shoulder Backing. (L Const. FOF CAL�F�� <br /> 2. All earthwork (except for final grading of shoulders) shall be <br /> o completed prior to placing final layer of Asphalt Concrete. <br /> i a No Shoulder Backing Material shall be deposited or drifted f 12 4 <br /> ° o on the final lift of Asphalt Concrete surfacing. <br /> 3. Shoulder Backing material shall not be placed behind existing dikes. I Existing.Dike to <br /> .OBremain In place. <br /> 4. Asphalt concrete shall be placed in two (2) layers of °f' <br /> approximate equal thickness with Pavement Reinforcing <br /> Fabric placed on existing surface. <br /> 5. Where superelevatons exist on horizontal curves, surface 0.25' A.C. J iter• <br /> IiA slope and drainage shall conform with the existing. NO <br /> 6. All trees, shrubs and fences shall remain in place Sta. 342+00 to Sta. 345+92 (Lt.&Rt ) <br /> unless otherwise shown on the plans. ^:•,�• �r.�.' -�.�it:, <br /> N <br /> 7. All driveways shall be sloped to drain. 4' <br /> o <br /> � 8. Removal of A.C. Dikes where shown on the plan shall be performed Conform VarConform <br /> in such a manner so as not to damage the existing surface i 4 <br /> n beneath the dike. <br /> �Y <br /> M9. Placement of Asphalt Concrete surface shall not begin until the L - - --- J <br /> Z Asphalt Concrete used in Pavement Repair has been in place <br /> o for 24 hours. * Sta. 333+00 to Sta. 338+00 (Lt.&Rt.) <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION JAHANT ROAD RESURFACING sheet No. <br /> Q AND GENERAL NOTES (Tully Road to Mackville Road) 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED ,DLA'TE APPRO RECOMMENDED DATE <br /> �ix/i rre��Ao i/oi l�r.fie �er'e..Q �pj�/ ,� el lW01 <br />