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i <br /> Limits of Clearing and Grubbing -. <br /> and Mailbox Relocation. <br /> �2'-4' _. 12' _ �_. -. 12' -- - f 2'-4' <br /> See See <br /> Shoulder � ' Shoulder <br /> Schedule — 22Pavement Reinforcing Fabric Schedule <br /> Conform – Conform <br /> �✓oa o <br /> m <br /> Existing Roadway TYPICAL SECTION — 0.21' A.C. Overlay <br /> Weber Avenue: Sta. 10+12 to Sta. 21+55 <br /> a F Elvin Avenue: Sta. 10+12 to Sta. 21+55 <br /> i Dana Avenue: Sta. 10+12 to Sta. 21+55 <br /> GENERAL NOTES: Adrienne Avenue sta. 10+15 to sta. 15+10 <br /> o Anthony Avenue: Sta. 12+07 to Sta. 22+63 <br /> ° 1. Placement of asphalt concrete shall not begin <br /> 9 until the asphalt concrete used in Pavement <br /> Repair has been in place for 24 hours. SHOULDER SCHEDULE <br /> 2. Frame and Cover for maintenance holes shall be <br /> adjusted to Finished Grade. Refer to Improvement WEBER AVENUE THELMA AVENUE <br /> ,a Std. No. CW–R36 for details. <br /> Station: Left Right Station: Left Right <br /> 3. Water/gas valve frames and covers to be adjusted Sta. to+12 to Sta. 11+50 a' 2' Sta. 10+59 to Sta. tt+So 2' 2' <br /> by others after completion of project. <br /> 4. Shoulder Backing material at all radii shall be blended Sta. 11+50 to Sta. 15+00 2' 2' Sta. 11+50 to Sta. 14+00 4' 4' <br /> with the top 6" of native material as directed by the Engineer. Stu. 15+00 to Stu. 19+00 2' 1 4' Sta. 14+00 to Stu. 15+52 2' a• <br /> Limits of this work shall be confined to intersection radii plus St.. t9+00 to Sta. 2t+55 a' 4' ADRIENNE AVENUE <br /> 50' each direction. Payment for blending shall be considered as <br /> included in the unit price paid for Shoulder Backing. ELVIN AVENUE Station: Left IRight <br /> 5. Asphalt Concrete shall be placed in two layers of approximately Station: Left Right Sta. 10+15 to Sta. 15+10 4' 4' <br /> dillb equal thickness with Pavement Reinforcing Fabric on existing <br /> or prepared surface. Ste. 10+12 to Sta. 11+25 2' 2' ANTHONY AVENUE <br /> 0 6. The Contractor shall conduct the Shoulder Backing operation Stu. 11+25 to Sto. 14+00 4' 4' Station: Left Right <br /> so as not disturb or obstruct any existing drainage. Sta. 14+00 to Sta. 21+55 2' 2' Stu. 12+07 to Stu. 13+00 2' 2' <br /> m 7. Payment for removal and disposal of steel DANA AVENUE Sta. 13+00 to Sta. 15+50 2' 4' <br /> p Y p pole a drainage pipes <br /> m where indicated in the plans shall be Considered as included Station: Lek Right Sta. 15+50 to Sta. 22+68 2' 2' <br /> w m in the contract Lump Sum unit price for Clearing and Grubbing. <br /> Stu. 10+12 to sta. 21+55 a' 1 4' <br /> V• z <br /> 0 <br /> COUNTY OF SAN JOAQUIN SCALE: NONE TYPICAL SECTION EAST STOCKTON STREETS RESURFACING PHASE 4 Sheet No. <br /> AND GENERAL NOTES Weber, Elvin, Dana, Thelma, Andrienne & AnthonyAvenues 2 of 9 <br /> DRAWN 8'/ DATE PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED DATE <br /> fig,k9ue-.Wd— 102003 ��. N3103 f�°3 0 YY�Y a3 <br />