Laserfiche WebLink
Const <br /> - Limits of Clearing and Grubbing land Mailbox Relocation - <br /> 4' <br /> elocation 4' _-12' __ _ - - 12' - - - 4' - - 2 ' <br /> *22' Pavement Reilnforcing Fabric <br /> o a <br /> c 8% _Var Voo 8%,_ c <br /> o Var <br /> U! <br /> Shoulder Backing- L _ —T_ __ _ _ __ — _ _ — _ - - - - - - - - - - - -- - - - - - - - — __ _ _ _ — _ - Shoulder Backing <br /> Exist Roadway L0.25' AC Overlay) <br /> *Place Pavement Reinforcing Fabric TYPICAL SECTION 5h0K(�P QaCk!hq ✓:�e0 <br /> Sto 10+90 to Ste 173+50 Sta 10+30 to Sto 173+75 1'o b'r-�rarn �o <br /> p <br /> > u- <br /> 44 +�5 <br /> Const Const <br /> Edge of_ ETW 8 J \12 i E° 12' Edge <br /> Deck f <br /> o Deck AC Shoulder ETW�I <br /> i Existing MBGR—� <br /> � akb � iHMI!/�M�9F _ <br /> to remain in lace AC Shoulder <br /> /,`�Xa; e 1a / Existing MBGR <br /> (to remain in place) <br /> Vor y <br /> a o p <br /> Var <br /> A „ 0.04' `x <br /> Planed AC J <br /> Bridge Deck 0.17' <br /> -� 0.25' Surfacing Planed AC -' <br /> (Exist) AC Overlay Surfacing rJ Bridge Deck <br /> I rn 0.25 (Exist)AC Overlay <br /> BRIDGE DECK SHOULDER DETAIL 1 <br /> Ste 44+85 to Sto 45+50 (Both Sides) <br /> BRIDGE DECK SHOULDER DETAIL2 <br /> Sto 108+70 to Sto 109+34 (Lt) Sto 108+70 to Sto 109+34 (Rt) <br /> GENERAL NOTES: <br /> 1. 0.25 Asphalt Concrete Overlay shall be placed in two (2) Layers of approximate 4. All earthwork, except final grading of the shoulders, shell be completed prior to <br /> equal thickness with Pavement Reinforcing Fabric placed between the layers. placing final layer of asphalt concrete. No Shoulder Backing shall be deposited <br /> 2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete or drifted on the final layer of asphalt concrete surfacing. <br /> o used in Pavement Repair has been in place for 18 hours. 5. All existing trees, shrubs, fences and other frontage improvements are to <br /> n 3. The Contractor shall conduct Shoulder Backing operations so as not to disturb remain in place unless otherwise noted. <br /> or obstruct any existing drainage. 6. Shoulder Backing material at all intersection radii shall receive <br /> xr 9 penetration treatment <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 /> z <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION, BRIDGE DECK GAWNE ROAD RESURFACING Sheet No. <br /> Q SHOULDER DETAILS & GENERAL NOTES (Mariposa Road to Van Allen Road) 2 of 7 <br /> DRAWN BY DATE ROJECT ENGINEER DATE I CHECKED DATE I APPROVAL RECOMMENDED DATE <br /> D. Gombini 1 9/07 Nov /�Str>5�l 5 Or iv AD8 <br />