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EP Conform ® E.P. EARTHWORK <br /> CLEAN AND CONSTRUCT MISC. AREAS — TYPE 2 <br /> 1 :1 1 :1 DRAINAGE FACILITIES Location Quantity <br /> Location Quantity Sta. 17+00 to Sto. 23+84 (Ll) 6.84 Sto. <br /> Sta. 30+95 (390' Lt) Lump Sum Sto. 17+00 to Sto. 23+81 (Rt) 6.81 Sta. <br /> . <br /> Conform Sta. 26+43 to Sto. 31+00 (Lt) 4.57 Sto. <br /> 27' Sto. 26+39 to Sta. 31 +00 (Rt) 4.61 Sto. <br /> Existing Width Total 22.83 Sta. <br /> 0.30' Asphalt Concrete over <br /> shaped and compacted native <br /> TYPE D. STA, 32+33 IMPORTED BORROW <br /> PAVEMENT REPAIR Location Quantity <br /> Conform ® E.P. <br /> Location Quantity Sta. 18+00 to sta. 23+94 Lt) <br /> EPSta. 18+00 to St . 23+94 Rt)\ <br /> 20 Locations 354 S.Y. Sta. 26+30 to Sto. 31 +00 Lt)// 573 C.Y. <br /> "v� R Sta. 26+30 to Sto. 31 +00 Rt) <br /> SHOULDER BACKING <br /> R=Costing a Conform PLANING ASPHALT No. y <br /> existing radii 1 I Quantity <br /> > CONCRETE PAVEMENT Sta. 31+00 to Sta. 33+00 (Lt) ,e TONS <br /> Variable depth Asphalt Concrete <br /> s m over existing paved driveway. Location Quantity <br /> TYPE E. STA. 31 +34 Sta. 17+00 to Sto. 17+50 178 S.Y. EROSION CONTROL <br /> m Sta. 23+44 to Sto. 23+94 178 S.Y. Location Quantity <br /> Sta. 26+30 to Sto. 26+80 178 S.Y. <br /> x DRIVEWAY DETAILS Sto. 32+50 to Sto. 33+00 178 S.Y. SW Quadrant 355 S.Y. <br /> Total 712 S.Y. SE Quadrant 641 S.Y. <br /> g NW Quadrant 354 S.Y. <br /> NE Quadrant 507 S.Y. <br /> 4' Mins Total 1857 S.Y. <br /> 0.50' Asphalt <br /> Concrete EARTHWORK DRIVEWAYS (TYPE D) <br /> :ZZ MISC. AREAS — TYPE 1 No. Quantity <br /> Location Quantity Sta. 32+33 20 S.Y. <br /> l nSto. 17+00 to Sta. 23+94 (Lt) 6.94 Sta. <br /> PAVEMENT REPAIR DETAIL Sta. 17+00 to Sto. 23+94 (Rt) 6.94 Sto. DRIVEWAYS (TYPE E) <br /> m Sto. 26+43 to Sta. 31+00 (Ll) 4.57 sta. <br /> a Note: Width (4' minimum). Approximate dimensions slo. 26+39 to sta. 31+00 (Rt) a.6t Sto.used for estimating purposes are available No. Quantity <br /> �J1 m upon request. Dimensions and locations are Total 23.06 Sta. Sta. 31 +34 <br /> oc <br /> o subject to change at Engineer's discretion. 3s S.Y. <br /> COUNTY OF SAN JOA/�UIN NO SCALE CONSTRUCTION DETAILS HANSEN ROAD EMBANKMENT REPAIR Sheet No. <br /> e1L & SUMMARY OF QUANTITIES (Interstate Highway Route 205 Overpass) 6 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE KED DATE APPROVAL RECOMMENDED DATE <br /> s/a� 3 7Jlaru� D o¢ <br />