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c� <br /> Limits of Clearing and Grubbing came. Earthworms <br /> and Limits of Mailbox relocation. 7 (Mist. Areas) <br /> 1 I *See Shoulder Detail �,I 1' I <br /> 4' 8' - -12' �~ 12' �` �,i`20'-23' 4' 2' <br /> 8'-11' 4'-� 2' II�L <br /> 24' Pavement Reinforcing Fabric J Finished Surface Conform <br /> Conform o<j�B% Var. Var. I Var. <br /> r Var. yp <br /> 8% �o Conform 8R �-'-- <br /> _ - - - - -Existing Roadway _I_ ._ . - --'� <br /> - - - . . _ - - - - _ _ _ aa__.__ Ir_ <br /> I LShoulder Backing (Typ.) 'Existing Roadway J L <br /> -0.21' Asphalt Concrete Overlay Variable Depth Shoulder Backing (Typ.) <br /> TYPICAL SECTION SHOULDER DETAIL <br /> a <br /> o Sta. 103+00 to Sta. 122+30t *Sta. 108+00 to Sta. 115+30t (Rt.) <br /> A Sto. 193+003 to Sta. 205+50 <br /> K <br /> g GENERAL NOTES <br /> 1. The Asphalt Concrete (0.21' Resurfacing) shall be placed <br /> Cwa a in two (2) layers of approximate equal thickness with <br /> $ pavement reinforcing fabric placed on existing or prepared <br /> surface. <br /> Limits of Clearing and Grubbing_ 2. All Pavement Repair must be completed 24 <br /> and Limits of Mailbox relocation. hours prior to placement of Asphalt Concrete. <br /> „ 2• - 4' 8, I 3. Shoulder blended <br /> material at all radii <br /> Tl 12'- 12 Exist. Cont. Curb shall be blended with the top 6" of native material <br /> .Ra. T to remain in place as directed by the Engineer. Limits of this work shall <br /> Conform 24' Pavement Reinforcing Fabric _ (TYp ) be confined to intersection radii plus 50' each direction. <br /> Payment for blending shall be considered as <br /> � a1{`8X Vac Var. _�9[� included in the unit price paid for Shoulder Backing. <br /> ' 4. All earthwork (except for final lift of shoulder backing) <br /> -- Existing Roadway ' �- -' shall be completed g <br /> / ' halt <br /> L - - - - - - - - - - - - _. - - 4 - - - - - _. _ -. - - L concrete. No Shoulder Backings Moterial shafinal ll be be (deposited <br /> N Shoulder Backing (Typ.) -� L-0.21' As or drifted on the final lift of asphalt concrete surfacing. <br /> Variable Depth Asphalt Concrete Overlay p <br /> ` P 5. The contractor shall conduct the Shoulder Backing operations <br /> 0 9 so as not to disturb or obstruct any existing drainage. <br /> TYPICAL SECTION 6. Place survey monument frames and covers at <br /> m Sta. 122+30 to Sta. 193+00t the locations listed on sheet 9. <br /> p 7. The contractor shall obtain an Encroachment Permit <br /> from the City of Lathrop for any construction area <br /> m Traffic Control devices placed within their jurisdiction. <br /> WhereSupere <br /> evation exist <br /> 8 surface slope)and drainage oshall horizontal <br /> conform u the the existing. <br /> N <br /> COUNTY OF SAN JOAQUIN 140 ScALE TYPICAL SECTION MANTHEY ROAD RESURFACING Sheet No. <br /> (Roth Road to Mathews Road) 2 of 9 <br /> DRAWN By DATE I PROJECT ENGINEER I DATE CHECKED I DATE ISUBMITTED DATE APPROVAL RECOMMENDED <br /> DATE <br /> dw+rg.w•�'•l«a, 4/02 y/ <br />