Laserfiche WebLink
RELOCATE FRAME AND GRATE (SDI) ASPHALT CONCRETE * 2470 STORM DRAIN INLET <br /> Location Quantity ( TYPE B ) ( TYPE 1 ) <br /> Location Quantity Location Quantity <br /> Sta. 46+58 (Rt.) 1 Ea. Widening <br /> Sta. 49+02 (Rt.) 1 Ea. Sta. 46+56 to Sta. 49 + 10 Rt. 85 Tons Sta. 49+02 (Rt.) 1 Ea . <br /> Sta. 49+79 (Rt.) 1 Ea. Sta. 49+74 to Sta. 52+01 �Rt.� 80 Tons Sta. 49+79 (Rt.) 1 Ea. <br /> Total 3 Ea. Overlay Total 2 Ea. <br /> Sta. 46+56 to Sta. 49+ 10 (Rt.) 34 Tons <br /> Sta. 48+58 to Sta. 50+28 (Lt.) 17 Tons <br /> Miscellaneous Areas 35 Tons <br /> CLEANING EXISTING A.C. Dike (Type A and Type C) 2 Tons <br /> DRAINAGE FACILITIES Total 253 Tons 18"� STORM DRAIN INLET <br /> Location Quantity <br /> Locatiorr Quantity <br /> Sta. 46+58 (Rt.) 1 Ea. <br /> Sta. 50+45 (33'f Lt.)(side—drain) Lump Sum PLACE ASPHALT CONCRETE <br /> ( MISCELLANEOUS AREAS ) <br /> Location Quantity MINOR CONCRETE <br /> PLANING ASPHALT Sta. 47+63 (Rt.)(walkway) 2 S.Y. ( CURBS and GUTTERS ) <br /> CONCRETE PAVEMENT Sta. 48+00 to Sta. 49+ 12 (Rt.) 173 S.Y. Location Quantity <br /> Total 175 S.Y. <br /> Location Quantity SW Corner 38 L.F. <br /> SE Corner 30 L.F. <br /> Sta. 46+56 to Sta. 49 + 10 (Rt.) 215 S.Y. Total 68 L.F. <br /> Sta. 48+58 to Sta. 50+28 (Lt.) 319 S.Y. PLACE ASPHALT CONCRETE <br /> Total 534 S.Y. DIKE ( TYPE A — HIGH DIKE ) <br /> Location Quantity (S) TRAFFIC SIGNAL AND <br /> Sta. 48+00 to Sta. 48+50 (Rt.) 50 L.F. HIGHWAY LIGHTING <br /> EARTHWORK Location Quantity <br /> ( ROADWAY WIDENING ) Intersection of Main Street Lump Sum <br /> PLACE ASPHALT CONCRETE and oro Avenue. <br /> Location Quantity DIKE ( TYPE C — LOW DIKE ) <br /> Sta. 46+56 to Sta. 52+01 (Rt.) Lump Sum Location Quantity <br /> Sta. 48+50 to Sta. 49 +00 (Rt.) 50 L.F. <br /> �k Denotes Miscellaneous Facilities <br /> (S) Denotes " Specialty Items' <br /> SLURRY SEAL 12"0 REINFORCED CONCRETE PIPE <br /> Location Quantity ( CLASS 17 ) <br /> Main Street Location Quantity <br /> Sta. 46+56 to Sta. 52+01 3633 S.Y. <br /> Oro Avenue Sta. 46+58 (Rt.) 4 L.F. <br /> Sta. —0+25 to Sta. —2+29 782 S.Y. Sta. 49+02 (Rt.) 3 L.F. <br /> Radii 43 S.Y. Sta. 49+79 (Rt.) 4 L.F. <br /> Total 4,458 S.Y. Total 11 L.F. <br /> Z <br /> 0 <br /> Z <br /> DRAZ � <br /> WN By DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE CONSTRUCTION MAIN STREET AND ORO AVENUE SHEET TOTAL <br /> pc-YID�G ¢/�3 COUNTY OF SAN JOAQUIN SCALE: NONE PROJECT m <br /> 4193 �� 4/93 01014 Akio ¢%�%� I�,3 NOTES TRAFFIC SIGNAL MODIFICATION 6 SH6 — <br /> RLE NAME DRAWER I SHEEP NO. ACAD <br /> C.\MAIN-ORO\NOTES <br />