Laserfiche WebLink
BRIDGE REMOVAL CLASS 2 AGGREGATE BASE 1 TO ALTERNATIVE PIPE (TYPE A) 1270 CORRUGATED STEEL PIPE <br /> Location Quantity Location QuantityLocation <br /> (0.079" THICK) <br /> Quantity Location Quantit <br /> Sta. 268+25 Lump sum Sta. 140+00 to Sta. 297+78 7,199 C.Y. Sta. 216+80 x—drain 52 L.F. Sta. 268+30 (Rt.) 60 L.F. <br /> Intersections 303 C.Y. Sta. 224+25 x—drain 48 L.F. <br /> Driveways 83 C.Y. Sta. 239=30 x—drain 50 L.F. <br /> Total = 7,585 C.Y. Sta. 291 +10 lx—draini 48 L.F. <br /> Total = 198 L.F. 18" � CORRUGATED STEEL PIPE <br /> (0.079" THICK) <br /> Location Quantit <br /> 24"0 ALTERNATIVE PIPE ) Sta. 269+00 (Lt.) 46 L.F. <br /> CLEARING AND GRUBBING (TYPE A <br /> ASPHALT CONCRETE (TYPE B) <br /> Location Quantity Location Quantity * STORM DRAIN INLET <br /> Location Quantity Sta. 162+55 x—drain) 48 L.F. <br /> Sta. 140+00 to 297+78 Lump sum Sta. 167+80 Double x—drain) 104 L.F. <br /> Sta. 140+00 to Sta. 297+78 7,206 Tons Location Sta. 172+40 x—drain 52 L.F. LQuantity <br /> Intersections 303 Tons Sta. 246+50 x—drain 52 L.F. <br /> Driveways 60 Tons Sta. 162+55 (Lt.) 1 Each <br /> Total = 7,569 Tons Total = 256 L.F. <br /> ROAD EXCAVATION * denotes Miscellaneous Facility <br /> 1 T" REINFORCED CONCRETE PIPE 12" Automatic Drainage Gate <br /> Location Quantity (CLASS M Location Quantity <br /> Sta. 140+00 to Sta. 297+78 17,365 C.Y. Location Quantity CLASS A CONCRETE sta. 268+59 (Rt.) 1 Each <br /> ( MINOR STRUCTURE BOX CULVERT) Sta. 297+50 (x—drain Extension) 40 L.F. <br /> Location Quantity <br /> Sta. 268+67 16 C.Y. (F) 18" Automatic Drainage Gate <br /> (wingwalls & cut off walls) Location QUantlt <br /> 187� REINFORCED CONCRETE PIPE <br /> SHOULDER BACKING DRIVEWAY PIPE CLASS Sta. 268+75 (Lt.) 1 Each <br /> Location Quantity Location Quantity— <br /> Sta. 173+45Lt. 24 L.F. <br /> Stu. 173+98 Lt. 30 L.F. <br /> Sta. 140+00 to Sta. 297+78 1 ,893 Tons Sta. 176+17 Rt. 48 L.F. <br /> Sta. 176+43 Lt. 48 L.F. FRAME AND GRATE (S. D. I .) <br /> PRECAST REINFORCED CONCRETE Sta. 176+91 Rt. 24 L.F. <br /> 7' X 4' DOUBLE BOX CULVERT Sta. 271 +15 11-t. 42 L.F. Location Quantity <br /> MINOR STRUCTURE Total 216 L.F. Sta. 162+55 (Lt.) 1 Each <br /> DRIVEWAYS Location Quantity rit . ire k�f. ) G4 c <br /> Location Quantities Sta. 268+67 44 L.F. (F) rot,.' 44 <br /> ' <br /> Type A Type BPLACE MONUMENT FRAMES <br /> 12"O REINFORCED CONCRETE PIPE <br /> o. S.Y. No. S.Y. (F) Denotes Final Pay Quantity DRIVEWAY PIPE CLASS 1Z AND COVERED <br /> As shown W 727 16 70-' Location <br /> on plans Location QuantityQuantit <br /> Sta. 147+91Lt: -4" Sta. 165+5981 <br /> 2� L.F. 1 Each <br /> 1z f6 Sta. 150+24 Rt. 24 L.F. Sta. 192+14= 1 Each <br /> Sta. 155+82Lt. 24 L.F. Sta. 249+018$ 1 Each <br /> 12" 0 ALTERNATIVE PIPE (TYPE A) sta. 162+40 Lt. 32 L.F. Sta. 271 +454Z 1 Each <br /> Sta. 162+85Lt. 64 L.F. <br /> Location QUantlt Sta. 165+26 Lt. 64 L.F. Total 4 Each <br /> CLASS 4 AGGREGATE SUBBASE y Sta. 192+10 Rt. 48 L.F. <br /> Sta. 185+45 (x—drain) 48 L.F. Sta. 192+32 Lt. 24 L.F. <br /> North County Landfill Entrance 64 L.F. Sta. 218+60 Rt. 24 L.F. <br /> Location Quantity Total 112 L.F. Sta. 218+75 Lt. 24 L.F. ALLOWABLE ALTERNtITIVE PIPE <br /> . <br /> Sta. 140+00 to Sta. 297+78 11 ,507 C.Y. Sta.Sta. 24 241 +03 4+77 RtRt. 24 L.F. <br /> 32 L.F. <br /> Intersections 485 C.Y. Sta. 245+12 Rt. 24 L.F. Type A = Reinforced Concrete <br /> Total 11 ,992 C.Y. Sta. 271 +65 Rt. 40 L.F. Pipe ( Class lZ } <br /> Corrugated Steul <br /> Total 472 L.F. Pipe 0.079" Thick ) <br /> LLI 44- <br /> at, <br /> z <br /> O <br /> Z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE <br /> COUNTY OF SAN JOAQUIN No scale CONSTRUCTION NOTES HARNEY LANE RECONSTRUCTION SHEET <br /> SHaEETS <br /> PROJECT <br /> FILE NAME DRAWER SHEET Na. ACRD Tully Road to Clements Road 19 19 <br /> Ro,4 O H 2-f& D:\Harney\Sht.4 <br />