Laserfiche WebLink
C�nSt. GENERAL NOTES <br /> 1 . Existing Asphalt Concrete Dikes and Spillways shall remain in place, unless otherwise noted <br /> Limits of Clearing and Grubbing on these plans. Dikes and Spillways which are to remain shall be sealed with asphalt emulsion <br /> as directed by the engineer. Payment for this work will be as Supplemental Work <br /> on a Force Account basis. <br /> I <br /> Refer to Shoulder Details 12' 12' — IN Refer to Shoulder Details <br /> C <br /> on 24' Pavement Reinforcing Fabric Const, <br /> 12' 12' <br /> Var. I Vara a <br /> ui w <br /> I <br /> I I <br /> ---- ---------- <br /> LEGEND <br /> Existing Roadway 0 0.12' — Sta. 1 +69 to Sta. 2+50 <br /> Asphalt Concrete Overlay Sta. 46+50 to Sta. 47+65 <br /> 0.25' — Sta. 3+00 to Sta. 28+17 TYPICAL TRAMC LANE LAYOUT <br /> Sta. 30+87 to Sta. 46+00 <br /> TYPICAL SECTION <br /> Sto. 1 +19 to Sta. 48+15 ♦ 34' Pavement Reinforcing Fabric <br /> Sta. 2+50 to Sta. 8+00 (Lt.) <br /> Sta. 2+65 to Sta. 8+00 (Rt.) <br /> DESIGN DESIGNATION <br /> C (20 Year — 2016) <br /> Const' Const. A.D.T. = 5,400 D = 50% <br /> Limits of Clearing and Grubbinc Limits of Clearing and Grubbing D.H.V. = 540 T = 2% <br /> & Earthwork (Roadway Widening) V = 55 M.P.H. <br /> 6' 4' 12, 16' <br /> VariableVariable <br /> I 1'-18' No 4 0'-2' YESSI <br /> Conform _ 'Var. _ — Vor• R & D Exist. A.C. Dike I ,<v� M• y <br /> Imported Borrow <br /> I � N�• s io 5978 <br /> L--------------- ------ I � 2% �— <br /> �9l CIVIL ��Q <br /> Variable Depth7 Existing Roadway I 1.5 I F� CALIFO``� <br /> Shoulder Backing 1� L----------------- <br /> - ——T <br /> a <br /> SHOULDER DETAIL 1 Conform G ° 4 0.6' A.C.a <br /> Sta. 1 + 19 to Sta. 1 +57 (Lt.) Variable Asphalt Concrete Overlay <br /> Sta. 1 +19 to Sta. 1 +74 (Rt.) <br /> Sta. 8+60 to Sto. 38+00 (Lt.) SHOULDER DETAIL 3 <br /> Sto. 8+00 to Sta. 44+10 Rt. <br /> Sto. 42+00 to Sta. 45+50 (Lt.) Sta. 2+40 to Sta. 8+60 Lt.) <br /> Sto. 2+55 to Sta. 8+00 Rt.) <br /> Const. <br /> Limits of Clearing and Grubbing Const. <br /> Const. -� <br /> I Limits of Clearing and Grubbing <br /> I <br /> Limits of Clearing and Grubbing <br /> Var. , <br /> 0.5 12 I 4' 12' <br /> 2' 4' 4'----m- 12' <br /> Exist. A.C. Low Dike Exist. A.C. High Dike I <br /> to remain in place Var' I to remain in place <br /> —_L-- I _ Var. <br /> Conform 8% <br /> 0.04' A.0 Existing Roadway I IL — <br /> -------�-- — I 0.04' A.0 <br /> SHOULDER DETAIL 2 Variable Depth Existing Roadway <br /> Sta. 1 +57 to Sta. 2+40 (Lt.) Shoulder Backing 0.25' A.C. SHOULDER DETAIL 5 <br /> Sto. 1 +74 to Sta. 2+55 (Rt.) SHOULDER DETAIL 4 Sta. 45+50 to Sto. 46+80 (Lt.) <br /> Sta. 46+80 to Sta. 48+15 (Lt.) Sta. 38+00 to Sta. 42+00 (Lt.) Sta. 44+10 to Sto. 46+90 (Rt.) <br /> Sta. 46+90 to Sta. 48+15 (Rt.) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE WALNUT GROVE ROAD RESURFACING No SHEETS <br /> p-" 51"O"o 7/96 COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTIONS AND <br /> ���/� /-1 � S/Z1� UP/J/� Q SHOULDER DETAILS (South Fork to North Fork Mokelumne) 2 4 <br /> FILE 11AME DRAWER SHEET NO. ACAD <br /> (D(D I e.\fina1\aug96\wa1grove\typ9ec <br />