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Comet. Limits of Clearing GENERAL NOTES <br /> and Grubbing 1. The Asphalt Concrete (0.30' Resurfacing) <br /> shall be placed in two (2) layers of approximately <br /> G► e ' equal thickness with pavement reinforcing fabric <br /> 10' 4 2' placed on existing or prepared surface. <br /> Limits of Clearing and Grubbing 2. All Pavement Repair and Leveling must be <br /> and Limits of Mailbox relocation. Vor._ completed 18 hours prior to placement of <br /> 8%� �o� Conform Asphalt Concrete <br /> See 10' 10' See I Existing Roodwoy -= � — __ 3. Shoulder Backing material at all radii shall be <br /> Shoulder Shoulder I -- — — — -- L- blended with the top 6" of native material <br /> Details 18' Pavement Reinforcing Fabric Details Shoulder Backing as directed by the Engineer. Limits of this work <br /> On This On This shall be confined to intersection radii plus 50' <br /> Sheet -0.30' AC Overlay Sheet SHOULDER DETAIL A each direction. Payment for blending shall be <br /> considered as included in the unit pace paid <br /> _ Vor Vor �• for Shoulder Backing. <br /> Cav�tst 4. All eorthwork (except for final lift of shoulder <br /> Existing Roadway I Limits of Clearing <br /> L _ _ -_ _ _ _ _ _ _ _ _ — _ — _ _ _ L backing) shall be completed prior to placing <br /> and Grubbing the final layer of asphalt concrete. <br /> No Shoulder Backing Material shall be deposited <br /> 0. TYPICAL SECTION I or drifted on the final lift of asphalt concrete <br /> N g j� ✓� 10' 2--4 surfacing. <br /> 0 Sto. 10+12 to Sta. 175+10 <br /> F I Vor. Conform 5. The contractor shall conduct the Shoulder Backing <br /> C —> nor operations so as not to disturb any existing drainage. <br /> z �� <br /> a I � 6. Place survey monument frame and cover of <br /> M <br /> m Existing Roodwo� / the location listed on sheet 8. <br /> CL <br /> Shoulder Backing \ 7. All existing fences and other frontage improvements <br /> i shall remain in place unless otherwise shown on the <br /> V. Limits of Clearing and Grubbing SHOULDER DETAIL B plans or as directed by the Engineer. <br /> c and Limits of Mailbox relocation. <br /> See 10' 10' See <br /> SHOULDER SCHEDULE <br /> Shoulder ' 0.30' AC Overlay Shoulder <br /> Details I Details LOCATION (LEFT SIDE) <br /> On This _ 2% ' 2% _ On This Sto. 10+12 to Sto. 41 +50 A <br /> Sheet Sheet Sto. 41 +50 to Sto. 53+90 B <br /> Sto. 53+90 to Sto. 60+50 A <br /> LA L <br /> Sto. 60+50 to Sto.175+10 B <br /> 0.08' A.C. Leveling Existing Roadway LOCATION (RIGHT SIDE) <br /> Sto. 10+12 to Sto. 35+90 A <br /> `0 ASPHALT CONCRETE TYPE B (LEVEUNG) Sto. 35+90 to Sto. 48+00 B <br /> o Sto. 48+00 to Sto. 62+80 A <br /> Sto. 38+00 to 39+77 Sto. 62+80 to Sto. 90+00 B <br /> M Sto. 154+00 to Sto. 162+00 (Lt. & Rt.) Sto. 90+00 to Sto. 95+00 A <br /> Sto. 95+00 to Sto.125+60 B <br /> m Sto.125+60 to Sto.129+50 A <br /> o Sta.129+50 to Sto.175+10 B <br /> COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTION TULLY ROAD RESURFACING Sheet No. <br /> (Harney Lone to Brandt Road) 2 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Siva 01/07 ;i jGVc(-f1VX 11(07 <br /> S <br />