Laserfiche WebLink
Sta. 8+65 Lt. to Sta. 9+17 Lt. Sto. 10+91 to Sta. 14+93 Lt. Sta. 17+11 to Sta. 19+10 Lt. <br /> Place 52 L.F. A.C. Dike (Type C) Place 402 L.F. A.C. Dike (Type C) Place 199 L.F. A.C. Dike (Type C) <br /> Refer to R.S.P. A87 (Typ.) <br /> 0.10' A.C. 60' A.0 0.17' A.C. 40' A.C. 40' A.C. 0.17' A.C. 50' A.C. <br /> Overlay Bridge Deck Transition Overlay Transition Bridge Deck Transition —Overlay Y I Transition <br /> 60' E 30'0 —Adjust 50 L.F. of 30's 20' —Adjust 50 L.F. of II <br /> NMI ��� c Il M.B.G.R. to rode. d M.B.G.R. to rade. <br /> C II 9 NN ? Replace dom�ged <br /> Replace damaged iE <br /> L M p 9NN Terminal Section. <br /> L\N I U II <}� Terminal Section. o M O N N N O O <br /> co N rn II + + n co M rn r� o oll� o <br /> + ® + + + ® + + + + + + + + + + <br /> -- -- - + o) <br /> - — D - / - — 12— — ------ -- 1 1 <br /> + /� Q <br /> �) <br /> + rnl C 0 1 <br /> + Adjust 50 L.F. + + E c + �Lv <br /> oN of M.B.G.R. to grade. c C Sta. 17+10 to Sto. 19+50 Rt. / <br /> i <br /> o ; Sta. 10+91 to Sta. 14+92 Rt. a� Place 240 L.F. A.C. Dike (Type C)/ <br /> 2 0U <br /> O + + Place 401 L.F. A.C. Dike (Type C) o <br /> Adjust 62' L.F. of N — <br /> '� M.B.G.R. to grade. + + + <br /> Refer to S.P. A77A <br /> (Typ., 4 locations.) <br /> o Replace damaged Terminal Section Note: Overside drains Lt. & Rt. 0. W. 1009 <br /> (Type A), (Typ., 3 locations). at Sto 12+87 not shown. <br /> Refer to S.P. A776 <br /> 0 <br /> BEGINNING OF PROJECT SCALE IN FEET <br /> LEGEND GENERAL NOTES <br /> Variable depth Asphalt Concrete Overlay. 1 . Asphalt Concrete shall be placed in lifts as follows; 3. Remove existing A.C. Dikes, <br /> <n 0.25' A.C. Thickness — Two (2) layers of Sta. 8+65± to Sta. 19+50± <br /> m approximately equal thickness with pavement <br /> Nrn <br /> 41 Bridge pedestrian walk and abutment(s). reinforcing fabric on existing pavement surface. 4. Surfacing at dike areas shall be graded <br /> o 0.10z ' to 0.17 — One (1) layer with pavement to drain to existing downdrains. <br /> ' <br /> ® Depth of Asphalt Concrete Pavement Planing. reinforcing fabric on the existing pavement surface. <br /> ■ Limits of Asphalt Concrete Pavement Planing. <br /> m R Conform to existing Radii. 2. All Shoulder Backing work (except for final <br /> � grading of the shoulders) shall be completed <br /> Lp o Existing manhole to remain in place. prior to placing final layer of asphalt concrete. <br /> (Typ., 3 locations) <br /> COUNTY OF SAN J OAQ U I N SCALE As SHOWN PLAN LOWER SACRAMENTO ROAD sheet No. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV MENDED DATE RESURFACING 4 of 7 <br />