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REMOVING CONCRETE ASPHALT CONCRETE (MISC. AREAS) 18" DIA. REINFORCED CONCRETE <br /> Location Description Location Quantity PIPE (CLASS IV) <br /> W600 Headwalls, Wingwalls, W600 41 S.Y. Location Quantity <br /> W602 Parapet portion of W602 24 S.Y. W605 11 L.F. <br /> Box Culvert W605 4 S.Y. W609 12 L.F. <br /> W605 Headwalls, Parapet W607 4 S.Y. W611 12 L.F. <br /> W607 W609 4 S.Y. W613 14 L.F. <br /> W609 W611 4 S.Y. <br /> W611 W613 4 S.Y. TOTAL 49 L.F. <br /> W613 W615 4 S.Y. <br /> W615 W623 4 S.Y. <br /> W623 W625 4 S.Y. <br /> W627 4 S.Y. 24" DIA. REINFORCED CONCRETE <br /> LW625Headwalls, Wingwalls, W629 4 S.Y. PIPE (CLASS IV) <br /> Parapet <br /> TOTAL 105 S.Y. Location Quantity <br /> Quantity 1 L.S. W607 14 L.F. <br /> W615 12 L.F. <br /> MINOR CONCRETE W623 12 L.F. <br /> EARTHWORK (TYPE 1 MISC. AREAS) TOTAL 38 L.F. <br /> Location Description Location Description <br /> W600 Shoulder Widening at W600 13.5 C.Y. ((F) 18" DIA. CORRUGATED STEEL PIPE, <br /> W602 Structure Extension. W602 7.0 C.Y. (F) BITUMINOUS COATED <br /> W605 Shoulder WideningW617 2.5 C.Y. ((F Location Quantity <br /> W607 and Ditch Grading W625 40 L.F. <br /> W609 at Pipe Extensions. TOTAL 23 C.Y. (F)* W627 40 L.F. <br /> W611 W629 40 L.F. <br /> W613 <br /> W615 (SEE SEE NOTE 1 ) TOTAL 120 L.F. <br /> m W623 'I` (F) DENOTES FINAL PAY <br /> m W625 QUANTITY W627 METAL BEAM GUARD RAIL <br /> X W629 QRpFE �(r Location Quantity <br /> m W617 Shoulder Widening for y N.E. CNR W617 62.5 L.F. <br /> MBGR installation. W N.W. CNR W617 62.5 L.F. <br /> (A Quantity 1 L.S. No.21258 S.E. CNR W617 62.5 L.F. <br /> e, rAxsaes * S.W. CNR W617 62.5 L.F. <br /> a NOTE 1 : CIVI <br /> t <br /> m EARTHWORK (TYPE 1 MISC. AREAS) �FOF TOTAL 250 L.F. <br /> INCLUDES ALL REQUIRED DITCH GRADING m• <br /> I COUNTY ❑F SAN J❑AQUIN SCALE: AS SHOWN CONSTRUCTION NOTES HEWIIT ROAD IMPROVEMENTS sheet <br /> HES 13 of 14 <br /> Dram By I Dote I Project Enow I Dote I Chedmd I Dote SUbMtttetlDote /ow Doty ACAD FD.E <br /> TONY REFUERZD 01'ww t Z XI- \HEWITT\NOTESI <br />