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Limits of Clearing and Grubbing <br /> and Mailbox Relocation. <br /> 2 -4 12' 12. 2._4. <br /> See See <br /> Shoulder Shoulder <br /> GENERAL NOTES: 22• Pavement Reinfaraing Schedule Fabric Conform Schedule Conform <br /> w. <br /> 1 . Placement of asphalt concrete shall not begin <br /> until the asphalt concrete used in Pavement <br /> m <br /> Repair has been in place for 24 hours. --- - ''"` _ _ _ - —. -- - <br /> 2. Frame and Cover for maintenance holes shall be Existing Road way <br /> adjusted to Finished Grade. Refer to Improvement 0.21 ' A.C. Overlay <br /> Std. No. CW—R36 for details. TYPICAL SECTION <br /> nWalker Avenue: Sta. 10+52 to Sta. 20+85o 3. Existing drainage facilities are to remain in place. Miller Avenue: Sta. 10+10 to Sta. 21+10 <br /> H The contractor shall conduct his work as not to <br /> m ti modify or obstruct the existing drainage, unless Dana Avenue: Sta. 22+00 to Sta. 32+85 Elvin Avenue: Ste. 21+80 to Sta. 32+85 <br /> o n otherwise shown on the plans. Weber Avenue: Sta. 21+80 to Ste. 32+85 <br /> 4. Water/gas valve frames and covers to be adjusted <br /> by others after completion of project. <br /> 0 <br /> 0 5. Shoulder Backing material at all radii shall be blended <br /> o with the top 6" of native material as directed by the Engineer. SHOULDER SCHEDULE <br /> Limits of this work shall be confined to intersection radii plus <br /> 50' each direction. Payment for blending shall be considered as WALKER AVENUE <br /> included in the unit price paid for Shoulder Backing. <br /> Station: Left Right <br /> 6. Asphalt Concrete shall be placed in two layers of approximately Sta. 1D+52 to sm. 20+85 a' 4' <br /> equal thickness with Pavement Reinforcing Fabric on existing <br /> or prepared surface. MILLER AVENUE <br /> 7. Payment for removal and disposal of drainage pipes where Sto. 10+10 to Sta. 14+00 3' 2' <br /> indicated in the plans shall be considered as included Sta. 14+00 to Sta. 21+10 2' 1 2' <br /> in the contract Lump Sum unit price for Clearing and Grubbing. DANA AVENUE <br /> 8. Removal of A.C. Dikes where shown on the plans shall be done Sta. 22+00 to Sta. 32+85 <br /> in such manner as not to damage surface beneath dike. ELVIN AVENUE <br /> Payment for Dike removal shall be considered as included Ste. 21+80 to Ste. 28+00 2' 2' <br /> o , in the contract Lump Sum unit price for Clearing and Grubbing. <br /> Y Sta. 28+00 to Sta. 32+85 3' 2' <br /> Nn 9. Place Monument Frame and Cover. Refer to S.J. Co. Improvements <br /> A Standards CW-M1 and sheet 7 for locations. WEBER AVENUE <br /> � � 10. Removal of Tree Stump (Sta. 16+55t Rt. Walker Ln.) shall be Sta. 21+80 to Sta. 28+00 2' 3' <br /> �J m considered as included in the contract Lump Sum unit price for sta. 28+00 to Sto. 32+85 2' 2' <br /> f o Clearing and Grubbing. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION EAST STOCKTON STREETS RESURFACING PHASE 2 Sheet No. <br /> AND GENERAL NOTES Walker Lane Miller Ave. Dana Ave. Elvin ave. & Weber Ave. 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER <br /> DATE D DATE SUBMITTED GATE APPROVAL RECOMMENDED DATE <br /> �weigae �rGia 6/2001 ,, ,.A A/xs�i �•lirl.i r <br />