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ADJUST FRAMES AND GRATES CLASS 2 AGGREGATE BASE MINOR CONCRETE (SDI) (Class 2) (Curb. Gutter and Sidewalk) Location Quantity Location Quantity Location Quantity Sta. 16+34 (Rt.) 1 Each Sta. 15+28 to Sta. 31 +65 1 ,325 C.Y. Handicap Ramp Sonoma & Wallace (NW) 15 L.F. Handicap Ramp Sonoma & Wallace (NE) 15 L.F. Handicap Ramp Sonoma & Wallace (SW) 19 L.F. Handicap Ramp Sonoma & Wallace (SE) 23 L.F. Handicap Ramp Sonoma & Wisconsin (NE) 15 L.F. Sta. 15+53 to Sta. 17+02 (Rt.) 149 L.F. Sta. 15+60 to Sta. 16+60 (Lt.) 100 L.F. Sta. 17+31 to Sta. 18+68 (Lt.) 137 L.F. ADJUST FRAMES AND COVERS Sta. 19+45 to Sta. 20+50 (Rt.) 105 L.F. (Manhole) Sta. 23+44 to Sta. 24+17 (Rt.) 73 L.F. Sta. 24+18 to Sta. 26+G5 (Lt.) 187 L.F. Location Quantity ASPHALT CONCRETE Sta. 26+25 to Sto. 28+32 (Rt.) 207 L.F. Sta. 27+04 to Sta. 28+35 (Lt.) 131 L.F. Sta. 18+75 (Lt.) 1 Each (Type B) Sta. 28+59 to Sta. 29+65 (Lt.) 106 L.F. Sta. 22+28 (Lt.) 1 Each Sta. 29+00 to Sta. 30+20 (Rt.) 120 L.F. Total 2 Each Location Quantity Sta. 30+55 to Sta. 31 +60 (Lt.) 105 L.F. Sta. 15+28 to Sta. 31 +65 1 ,765 TONS Total 1,507 L.F. ROADWAY EXCAVATION Location Quantity MINOR CONCRETE Sta. 15+28 to Sta. 31 +65 2,987 C.Y. (Driveways) Location Quantity PAVEMENT REINFORCING FABRIC Sta. 15+79 (Rt.) 7 S.Y.Sta. 15+84 (Lt.) 14 S.Y. Sta. 16+27 (Rt.) 7 S.Y. Location Quantity Sta. 16+30 (Lt.) 1 S.Y. MAINTAIN EXISTING LAWN (SOD) Sta. 15+28 to Sta. 31 +65 4,365 S.Y. Sta. 16+49 (Lt.) 20 S.Y. Sta. 16+76 (Rt.) 6 S.Y. Wallace Intersection N&S 211 S.Y. Sta. 17+85 (Lt.) 12 S.Y. Location Quantity Total 4,576 S.Y. Sta. 18+46 (Lt.) 6 S.Y. 25 Driveway Locations (Both Sides) 31 S.Y. Sta. 19+73 (Rt.) 9 S.Y. 4 Handicap Ramp (Wisconsin NE, Wallace NE,NW,SE) 8 S.Y. Sta. 20+35 (Rt.) 6 S.Y. 1 Walkway (Both Sides) — Sta. 16+30 1 S.Y. Sta. 23+60 (Rt.) 11 S.Y. 37 Sidewalk Locations 114 S.Y. Sta. 24+29 (Lt.) 11 S.Y. Sta. 24+78 (Lt.) 11 S.Y. Total 154 S.Y. Sta. 25+35 (Lt.) 16 S.Y. Sta. 25+92 (Lt.) 14 S.Y. Sta. 26+69 (Rt.) 6 S.Y. Sta. 27+15 (Lt.) 5 S.Y. Sta. 27+24 (Rt.) 11 S.Y. Sta. 27+72 (Lt.) 8 S.Y. Sta. 27+91 (Rt.) 9 S.Y. Sta. 28+25 (Lt.) 10 S.Y. CLEAN EXISTING DRAINAGE FACILITW MISCELLANEOUS DRAINAGE FACIUTIY Sta. 28+71 (Lt.) 14 S.Y. Sta. 29+13 (Rt.) 10 S.Y. Location Quantity Location Quantity Sta. 29+36 (Lt.) 18 S.Y. Sta. 29+66 (Rt.) 17 S.Y. Sta. 15+26 Manhole Inlet (Lt.) Sta. 15+38 (Lt.) 1 Each Sta. 31 +12 (Lt.) 13 S.Y. Sta. 16+35 SDI (Rt.) Sta. 15+78 (Lt.) 1 Each Sta. 18+73 SDI (Rt.) Sta. 16+27 (Lt.) 1 Each Total 272 S.Y. Sta. 18+76 SDI (Lt.) Lump Sum Sta. 29+20 (Lt.) 1 Each Sta. 22+89 SDI (Rt.) Sta. 31 +06 (Lt.) 1 Each Sto. 23+13 SDI (Lt.) > Sta. 31 +19 (Lt.) 1 Each Total 6 Each SOIL STABIUZATION FABRIC Location Quantity Sta. 15+28 to Sta. 31 +65 4,928 S.Y. Wallace Intersection N&S 367 S.Y. Total 5,295 S.Y. �. l2`��yZ DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED JDATESONOMA AVENUE RECONSTRUCTION NOSHEETS Chad Gamble 1 997 COUNTY OF SAN JOA UIN NO SCALE SUMMARY OF QUANTITIES (Wisconsin Ave to Kirk Ave) 7 7 / Aft FILE NAME DRAWER I SHEET NO. ACAD REVISIONS DATE e:\sam\sonoma\sumquant2