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M (i <br /> R/W ri <br /> Const. <br /> E] Centerline Right of Way (Centerline Survey) = nail <br /> I and stamped washer <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 20' – 35' 2❑ Refer to plans for pavement variations <br /> 10-17' 2 10'-18 I 2 3� Refer to page 5 for Schedule of Roadway Widening <br /> � � <br /> ® Refer to page 6 for Centerline of Construction <br /> 3 3❑ Alignment Scehule. <br /> Earthwork 0'-5' Var. <br /> (Mist. Areas) I Earthwork <br /> * i (Mist. Areas) <br /> See Detail below for I See Detail below for <br /> Conform <br /> Shoulder Schedule. Var. i Ivar� 2% Shoulder Schedule. <br /> _ Conform <br /> Existing Roadway -- <br /> i <br /> Shoulder Backing (Typical) 0.25' Asphalt Concrete Overlay 0.15' A.C. Widening (Typical) <br /> i Areas where shoulder backing is 2FIG AVE <br /> — <br /> > Sta. 12+00 to Sta. 17+00 (Lt.) <br /> TYPICAL SECTION <br /> s m <br /> n Const. Earthwork <br /> (Misc. Areas) <br /> I�✓-10' 4' 4' <br /> – I <br /> Finished Surface <br /> I <br /> Conform <br /> (O 0.25' Shoulder 8acking (Typ.) <br /> NYi �i�.7 Sta. 11 +0o to (Left) <br /> L ft)3+oo z.o sta SHOULDER SCHEDULE (J_t.&Rt.1 <br /> r�gJ EARTHWORK Misc. Areas) SH SCHEDULE <br /> 0 <br /> Sta. 11+00 to Sta. 25+00 14.0 Sta. <br /> Z A ��I�Y �����N - Sta. 18+00 to Sta. 45+00 27.0 Sta. Sta. 30+00 to Sta. 32+00 2.0 Sta. <br /> N Sta. 11+00 to Sta. 13+00 2.0 Sta. Sta. 36+00 to -Sta. 40+00 4.0 Sta. <br /> I� o r.n Total 31 .0 Sta. Total 20.0 Sta. <br /> COUNTY OF SAN JOAQUINNo SCALE TYPICAL SECTION FIG AVENUE AND PEACH AVENUE RESURFACING sheet <br /> 3 of 8 8 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE I CHECKED DATE SUBM17E"D DATE APP V COMMENDED DATE <br /> 70/ .� T iw2v (j'//Y ��8 D li AO O/ <br />