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q q Const. Const. IN Limits of Clearing and Grubbing � Limits of Clearing and Grubbing� Var. 4' 10, Var. 10' so 0'-4' , 1'-4' Finished Grade Finished Grade Conform Conform I SHOULDER SCHEDULE 8% Locutions Lt. Locations Rt. Ste. 0+35 to Ste. 2+00 1 Ste. 0+35 to Ste. 1+00 1 Ste. 2+50 to Ste. 7+50 3 Ste. 1+50 to Ste. 2+50 3 — — Ste. 8+00 to Ste. 12+00 1 Stu. 3+00 to Ste. 6+50 1 Var. Depth Shld. Backin �in Roadway Vor. Depth Shld. Backing(Grovel) �ng Roadway (Top Soil) 9 uY Ste. 12+50 to Sta. 14+50 3 Sta. 6+50 to Sta. 7+50 3 0.25' Asphalt Concrete Overlay Ste. 15+00 to Ste. 18+00 1 Ste. 8+00 to Ste. 14+00 1 0.25' Asphalt Concrete Overlay Ste. 18+00 to Ste. 23+50 3 Ste. 14+50 to Ste. 15+50 3 SHOULDER DETAIL — 1 SHOULDER DETAIL — 2 Ste. 24+00 to Ste. 30+00 1 Ste. 16+00 to Ste. 19+00 1 Ste. 30+50 to Ste. 31+50 3 Ste. 19+50 to Ste. 23+50 3 (Landscaped Areas) Ste. 32+00 to Stu. 36+00 1 Ste 24+00 to Ste. 26+00 1 Ste. 36+50 to Ste. 37+50 3 Ste. 26+50 to Ste. 27+50 3 Const. Ste. 38+00 to Ste. 39+25 1 Ste. 28+00 to Ste. 29+00 1 Umits of Clearing and Grubbing Ste. 39+50 to Ste. 43+50 3 Ste. 29+50 to Ste. 33+50 3 and Earthwork Misc. Meas Const, Ste. 43+75 to Ste. 46+00 2 Ste. 34+00 to Ste. 35+00 1 Ste. 46+00 to Ste. 49+00 1 Ste. 35+50 to Ste. 39+50 3 Ste. 49+50 to Ste. 5 ,vO 4' 4' 10' � 12 t 2+50 3 Sta. 40+00 to Sta. 42+00 , Ste. 53+00 to Ste. 56+00 1 Ste. 42+50 to Ste. 47+50 3 S Conform Finished Grade ( Finished Grade I Ste. 56+50 to Ste. 58+50 3 Ste. 48+00 to Ste. 52+00 1 j Ste. 59+27 to Ste. 64+00 1 Ste. 52+50 to Ste. 53+50 3 — Var. Ste. 64+50 to Ste. 71+50 3 Ste. 54+00 to Ste. 56+00 1 e Var,�� Sta. 72+00 to Sta. 75+00 1 Ste. 56+50 to Ste. 66+50 3 L _ _ _ _ _ Ste. 75+50 to Ste. 76+50 3 Ste. 67+00 to Ste. 80+00 1 n _ _ — Ste. 77+00 to Ste. 79+00 1 Ste. 80+50 to Ste. 82+50 3�E 0.25' Asphalt Concrete Overlay Ste. 79+50 to Ste. 82+50 3 Ste. 83+00 to Ste. 89+00 1 0.25' Shld. Backing(Grovel) Existing Roadway Ste. 83+00 to Ste. 85+00 1 Ste. 89+50 to Ste. 96+50 3 0.25' Asphalt Concrete Overlay Existing Roadway Ph Y Sta. 85+50 to Ste. 86+50 3 Sta. 97+00 to Sta. 98+00 1 Ste. 87+00 to Ste. 88+00 1 Ste. 98+50 to Ste. 99+50 3 A SHOULDER DETAIL — 3 SHOULDER DETAIL — 4 Ste. 88+25 to Ste. 89+25 3 Ste. 100+00 to Ste. 103+00 1 (® Box Culvert) Ste. 89+25 to Ste. 96+50 2 Ste. 103+50 to Stu. 105+55 3 Ste. 96+50 to Ste. 97+00 1 XnSte. 97+50 to Ste. 100+50 3 inSHOULDER DETAILS Ste. 105+00 to Ste. 105+55 zStations omitted are transition areas between shoulder details. o Notes Refer to X—Sections for exact dimensions where variable dimensions are noted. M 2 * Use Shoulder Detail 4 O Box Culvert o (a) Ste. 80+14 to Ste. 80+38(Lt.) z (b) Ste. 80+24 to Ste. 80+48(Rt.) COUNTY OF SAN JOAQUIN NO SCALE SHOULDER DETAILS VAN ALLEN ROAD RESURFACING sheet No. (State Route 120 to Lone Tree Road) 3 of 5 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP COMMENDED DA