Laserfiche WebLink
cr. IF <br /> � Const. <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation - y ✓ - -- 12 �4- - <br /> Refer to_ 12 12 Refer to <br /> Finished Surface <br /> 1 - -- - <br /> Shoulder Details Shoulder Details , Conform <br /> this sheet. this sheet. <br /> — 42' Pavement Reinforcing Fabric — _✓oc <br /> `✓or ✓u Existing Roadway <br /> �- Shoulder Backing (Typ.) <br /> Existing Roadway SHOULDER DETAIL A <br /> 0.17' A.C. Overlay <br /> TYPICAL SECTION Const. <br /> GENERAL NOTES Sia. 66+44 to Sid. 182+50 <br /> 1 . Placement of asphalt concrete surfacing shall not <br /> begin until the asphalt concrete used in Pavement Finished Surface <br /> Repair has been in place for 24 hours. SHOULDER SCHEDULE <br /> 0 2. Asphalt concrete shall be placed in one (1) layer with Conform <br /> pavement reinforcing placed on existing or prepared surface. LOCATION A B C <br /> Sia. 66+44 to Sta. 108+00 Lt. V I <br /> $ 3. The contractor shall conduct the Shoulder Backing Std. 108+00 to Sta. 112+00 Lt. V - <br /> 3 0 operation as to not disturb or obstruct any existing Sic. 112+00 to Sta. 144+00 Lt. V ExistingRoadway <br /> a drainage. <br /> Std. 144+00 to Sta. 160+00 Lt. L Shoulder Backing (Typ.) <br /> i Sic. 160+00 to Std. 182+50 Lt. V <br /> 4. All shoulder work (except for final grading of shoulders) SHOULDER DETAIL B <br /> shall be completed prior to placing the final lift of asphalt Sta. 66+44 to Sta. 75+00 RL V <br /> i concrete surfacing. No Shoulder Backing shall be deposited Sic. 75+00 to Sic. 85+50 Rt. V <br /> or drifted on the final lift of asphalt concrete surfacing. Sic. 85+50 to Std. 87+00 Rt. <br /> 5. Place Monument Frames and Covers. Refer to S.J. Co. Sia. 87+00 to Sic. 89+00 Rt. V Const. Earthwork <br /> Im rovement Standards CW—M1 and sheet 8 for locations. Sic. 89+00 to Sic. 106+00 Rt. V <br /> p Sia. 106+00 to Sta. 111+00 Rt. V (Misc. Areas) <br /> 6. Shoulder Backing material at intersection radii shall be Sia. 111+00 to Sta. 122+40 Rt. V 12' <br /> blended with the top 6" of native soil material as directed Sic. 122+40 to Sta. 139+00 .. V <br /> by the Engineer. Limits of work shall be confined to intersection Sic. 139+00 to Std. 155+00 Rt. V <br /> radii plus 50' each direction. Payment for blending shall be Sic. 155+00 to Sta. 16 V Finished Surface Conform <br /> 2+50 Rt. <br /> considered as included in the contract unit price paid for Sia. 162+50 to Sta. 181+00 Rt V <br /> Shoulder Backing. Sto. 181+00 to Sta. 182+50 Rt. <br /> p 7. All existing frontage improvements shall remain in place unless ft <br /> oad Intersection Lt. V <br /> 1 0 otherwise noted. T.tn� <br /> oad Intersection Rt. * Vp ' f8. Removal of A.C. Dikes where shown on the plans shall be done d Intersection Lt. V Roadway <br /> iv p in such manner as not to damage surface beneath dike. d Intersection Rt. V ` Shoulder Backing (Typ.) <br /> L Payment for Dike removal shall be considered as included Road Intersection Lt. V SHOULDER DETAIL C <br /> [� r in the contract Lump Sum unit price for Clearing and Grubbing. Road Intersection Rt. V <br /> n 0 9. Existing Pavement markers shall be removed prior to placing Road Intersection Lt. V * 6' : Holmes Road Intersection (Rt.) <br /> Pavement Reinforcing Fabric. (Refer to Sheet 8 for locations and limits.) <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION & BOWMAN ROAD RESURFACING Sheet No. <br /> Q GENERAL NOTES 1200't East of San Joaquin River to Manthey Road 2 of 8 <br /> DRAWN BY DATE PROJECTJ ENGINEER I DATE CHECKED_ DATE SUB TTED DATE APPROVAL RECOMMENDED DATE <br /> "�iolelG 1/02 /fwFt (,srst,F Z/ L 9�f�n 17*0� �' Z/�IZ 7,Jp j,�s( -�T�t <br />