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Ot Const. <br /> Iall p <br /> Limits of Clearing and Grubbing <br /> 1' 4' 10' 10' <br /> Conform _Var. <br /> rVar., VOr, <br /> —�� 0.04' A.C. <br /> Variable Depth <br /> (Shld. Backing) Existing Roadway 0.17' Asphalt Concrete Overlay <br /> 1❑ Limits of Mailbox relocation. GENERAL NOTES <br /> Incre2❑ ' A.C. across intersections-se edge thickness <br /> 0.17 1 . Placement of Asphalt Concrete Surfacing shall not begin <br /> 0.17' until Asphalt Concrete used in <br /> TYPICAL SECTION p pavement repair has been <br /> BieahlStreet <br /> in place for a minimum of 12 hours. <br /> �e <br /> 2. The existing drainage facilities located within the limits of <br /> Sta. 0-27 to Sta. 14+99 Clearing and Grubbing shall not be disturbed or obstructed <br /> by the Contractors operation unless otherwise noted on <br /> Const. the plans. <br /> i I ID 3. The Contractor shall adjust Manhole Frames and Covers <br /> 3 Limits of Clearing and Grubbing and Lomphole Frames and Covers at locations shown on <br /> Sheet No. 7. "Summary of Quantities". <br /> Refer to S. J. Co. Std. drawing No. R-30 for details. <br /> N D ❑� <br /> i 1Var. 10' 10' Var. 1' 4. Water Valve frames and covers shall be adjusted to grade <br /> x <br /> by the California Water Service Company after the project <br /> is completed. <br /> _Var .Var. Vor.– Vor 5. The existing Asphalt Concrete walkway along Tenth Street <br /> 0.04' A.C. shall be repaired and sealed coated as directed by the. <br /> — — — (Typ-) Engineer. Payment for this work will be by Item No. 1, <br /> — "Force Account". <br /> oft V' <br /> Existing Roadway 0.17' Asphalt Concrete Overlay <br /> rn 19 <br /> 1° 7.5' Sta. 0+18 to Sta. 5+00 <br /> Z Var. Sta. 5+00 to Sta. 7+00 TYPICAL SECTION <br /> � 6' Sta. 7+00 to Sta. 10+00 <br /> Var. Sta. 10+00 to Sta. 11+41 Tenth Street <br /> A Var. Sto. 12+15 to Sta. 12+90 Sta. 0+18 to Sto. 11 +41 <br /> 7' Sta. 12+90 to Sta. 22+98 Sta. 12+15 to Sta. 22+98 <br /> 0 <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION MORRISON GARDENS RESURFACING Sheet No. <br /> PHASE 3 2 of 7 <br /> DRAWN BY DATE I <br /> 9 PROJECT <br /> ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> 1 Yon...[ B. .dd:...y 2/97 82` 2�Z6/9 <br />