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ADJUST MANHOLE <br /> 25' Trans. <br /> 25'Trans. FRAMES and COVERS <br /> �'�'� Z • <br /> ,5' 15' <br /> 0 Location Quantity <br /> Sta 1 +42 1 Each <br /> I o 0 0 Sta 4+ 14 1 Each <br /> I o \\\ Sta 6+86 1 Each <br /> I+ 1111 9. ComSta +66 1` Sta 19+00 1 Each <br /> 1 Each <br /> Sta 12+43 ( 1 Each <br /> Sta 15+ 16 1 Each <br /> I .........+ ... ..... + ......... . Sta 17+87 1 Each oX <br /> X Sta 20+56 (Z 1 Each <br /> l <br /> 1 22 — �P TOTAL 9 Each <br /> N ° I.. 1 + <br /> 0 PLANING ASPHALT <br /> lull Existing Curb, Gutter \ N o CONCRETE PAVEMENT <br /> and Sidewalk to <br /> UI <br /> remain in place. \\\ N Location Quantity <br /> yr Sta 0+16t to 0+31 113 S.Y. <br /> Sta 0+31 to 21 +91 Lt&Rt 3360 S.Y. <br /> BEGINNING OF PROJECT END OF PROJECT Sta 21 +91 to 22+06f 116 S.Y. <br /> D TOTAL 3589 S.Y. <br /> 0 <br /> LEGEND <br /> ® Variable Depth Asphalt <br /> 17- Concrete. <br /> rri <br /> z R Conform to existing ASPHALT CONCRETE <br /> X radii (Type B) <br /> 0.00' Depth of Asphalt Concrete <br /> Pavement Planing Location Quantit <br /> d ■ Limits of Asphalt Concrete <br /> Pavement Planing FRoadway 627 Tons <br /> ICm <br /> PLAN AND WILLIAMSBURG PLACE RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN N❑ SCALE SUMMARY OF QUANTITIES Swain Rd. to Benjamin Holt Dr. 3 of 3 <br /> Drawn H Date ppP,,ro Engineer Date Chec+hed Date Submitted -D/ate o ommended ate <br /> i O ///91 $. ihi9-91 ' 411¢ i 1 <br /> rn s '�. <br />