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PLANING ASPHALT ASPHALT CONCRETE PAVEMENT MARKERS CONCRETE PAVEMENT TYPE A TERMINAL SYSTEM (TYPE ET) TYPE H Location Quantity Location Quantity Location Quantity Location Quantity Beginning of Project 356 S.Y. Mainline 4,234 Tons Sta. 535+28t (Lt.) 1 Each Sta. 511+77 to Sta. 528+00 (Lt.) 35 Each Banta Road Intersection (N & S) 128 S.Y. Sta. 511+77 to Sta. 522+44 (Rt.) 23 Each End of Project 356 S.Y. Sta. 529+05 to Stu 535+26 (Rt.) 14 Each Longitudinal Sta. 534+38 to Sto 535+26 (Lt.) 2 Each Ste. 509+57 to Sta. 523+95 (Lt.) 479 S.Y. Total 74 Each Sta. 509+57 to Sta. 527+75 (Rt.) 606 S.Y. Banta Road Intersection 203 S.Y. Sta. 529+36 to Sta. 540+13 (Lt.) 359 S.Y. ASPHALT CONCRETE PREFORMED Sta. 529+44 to Sta. 540+13 (Rt.) 356 S.Y. TYPE B PAVEMENT MARKINGS Total 2,843 S.Y. Location Quantity Location Quantity Driveways 35 Tons Typo arrow (White): 124 S.F. Typ: Arrow (White): 336 S.7. "SIGs!. (White): 192 S.F. "AHEAD" (White): 186 S.F. Conform O E.P. ADJUST MONUMENT 12" Limie Line 188 S.F. EP FRAME AND COVER Total 1,026 S.F. —T— Location Quantity ASPHALT CONCRETE BASE _� /1 Sta. 528+55.76 1 Each Location Quantity Conform Widening Areas 3,275 Tons 4" PREFORMED Existing Width 12 Min. TRAFFIC STRIPE 0.30' Asphalt Concrete over EARTHWORK Location Quantity shaped and compacted native ROADWAY WIDENING Detail 5 (All Locatio 35 L.F. 1. DRIVEWAY DETAIL (TYPE D) Location Quantity Detail 12 (All Locations) 1,525 L.F. PAVEMENT REINFORCING FABRIC Detail 22 (All Locatior °) 3,624 L.F. Sta. 509+07 to Sta. 523+95 (Lt.) 15 Sta. Detail 25AII Location .. r ( ) 3,399 L.F. Sta. 509+07 to Sta. 527+75 (Rt.) 19 Sta. Location Quantity Detail 27B (All Locatio-.$) 6,553 L.F. Sta. 529+36 to Sta. 540+63 (Lt.) 11 Sta. Detail 27C (All Locations) 68 L.F. Sta. 529+44 to Sta. 540+63 (Rt.) 11 Sta. Sta. 510+07 to Sta. 539+63 18,305 S.Y. Total 15,205 L.F. Banta Road Intersection 6 Sta. Total 62 Sto. Conform ® E.P. EP 12"0 REINFORCED CONCRETE 8" PREFOF MED --' �- 8'-15'• R EARTHWORK PIPE CLASS 4 TRAFFIC STRIPE I R Location Quantity Location Quantity BASIN EXCAVATION Conform Stu. 512+93 (Rt.) 40 L.F. De. .l 38 (All Location ; 1,008 L.F. Location Quantity Stu. 516+66 (Rt.) 48 L.F. Detail 38AAII Locations)) 313 L.F. Variable depth Asphalt Concrete Sta. 520+15 to Sto. 524+35 (Rt.) 1,404 C.Y. Total 88 L.F. Total 1,321 L.F. over existing paved driveway. R - Conform to existing radii DRIVEWAY DETAIL (TYPE E) • 15' — Sta. 513+13 Rt. and Sta. 516+90 Rt. 12' — Sta. 526+78 Lt. SHOULDER BACKING METAL BEAM GUARD RAILING PAVEMENT MARKERS 8' — Sta. 8+47 Rt. (Banta Road) and 539+86 Rt. TYPE D Location Quantity Location Quantity Location Quantity Sto. 509+07 to Sta. 540+63 (Rt.) 336 Tons Sta. 534+79 (Lt.) 12.5 L.F. Sta. 509+07 to Sto. b. 1+77 46 Each Sto. 509+07 to Sto. 540+63 (Lt.) 391 Tons Sta. 535+29 (Lt.) 37.5 L.F. Banta Roac 18 Each Total 727 Tons Total 50 L.F. Sta. 535+2 to Sta. 1-40+62 90 Each Total 155 Each SUMMARY OF EXCAVATION EMBANKMENT Excavation Road Widening Areas 834 C.Y. DRIVEWAYS THRIE BEAM BARRIER PAVEMENT MARKERS Basin 509+07 to Sto. 540+63) 1,404 C.Y. Type Number Quantity Location Quantity TYPE G —I (Ste. 520+15 to Stu. 524+35) Type D 1 Location 34 S.Y. LOcalior QuantityEmbankment Type E 4 Locations 244 S.Y. Sta. 534+92f (Lt.) (Transition) 6 L.F. -� Road Widening Areas 1,914 C.Y. Sta. 534+97f Lt. 25 L.F. 10k zac (Sta. 509+07 to Sta. 540+63) ( ) Sta. 509+07 to Sta. 528+: . Total 278 S.Y. Sta. 535+22t (Lt.) (Transition) 6 L.F. Sta. 529+05 to Sta. 540+62 62 Each Net Excavation 324 C.Y. Total 37 L.F. Total 1C4 Each DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES ELEVENTH STREET WIDENING AND RESURFACING NO. SHEETS J. it. os/oo & � ,,,/ ,,, � (0.4 mi. West of Banta Road to 0.2 mi. East of Banta Road) 7 7 FILE NAME DRAWER I SHEET NO. ACAD REVISIONS DATE