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REMOVING CONCRETE EARTHWORK PAVEMENT REINFORCING Location Quantity (MISC. AREAS — TYPE 1 ) FABRIC Location Quantity Location Quantity Eastbound Ste. 6+80t to Ste. 9+50 Lt. 600 L.F. Ste. 13+50 TO 46+00 32.50 Ste. Westbound (Lt. Turn Is.) Ste. 11 +25 to 13+50 300 S.Y. Approximately 1 ,373 C.Y. of (12' Wide) Ste. 10+50 Lt. 35 L.F. excavated material to be used Westbound Sta. 13+50 to 47+00 8,933 S.Y. Ste. 9+30 Rt. 45 L.F. to construct shoulders. (24' Wide) Ste. 10+20 to Ste. 13+10 Rt. 615 L.F. Eastbound (Lt. Turn Is.) Ste. 10+77 to 31 +00 5,395 S.Y. Total 1,295 L.F. (24' Wide) Total 14,628 S.Y. EARTHWORK (MISC. AREAS — TYPE 2) GENERAL NOTES o CLEAN EXISTING Location Quantity d 1 . PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PLACED AFTER DRAINAGE FACILITIES EastbounPORTLAND CEMENT CONCRETE LALL ASPHALT CONCRETE PAVEMENT IS COMPLETED. ASPHALT CONCRETE Location Quantity sta. 6+0o to sta. 10+00 4.0o sta. PAVEMENT Ste. 10+77 to Ste. 31 +00 20.23 Ste. SHALL BE SAW CUT AND P.C.C. PLACED NEAT. Kasson Road Westbound Location Quantity Ste. 3+85t 18"OX66' X—Drain Ste. 11 +25 to Ste. 13+50 2.25 Ste. 2. EXISTING DRAINAGE FACILITIES SHALL REMAIN IN PLACE UNLESS OTHERWISE Ste. 4+85 18"OX115' X—Drain Lump Sum Westbound Ste. 5+15t (Lt.) S.D.I. Ste. 46+00 to Ste. 47+00 1 .00 Ste. Ste. 9+73 to 13+50 162 C.Y. NOTED. THE CONTRACTOR SHALL CONDUCT EARTHWORK OPERATIONS SO Turnaround Are Grant Line Rood AS NOT TO MODIFY OR OBSTRUCT THE EXISTING DRAINAGE. Ste. 27+00± 1 .00 Ste. Ste. 6+55 to 7+65 49 C.Y. Total 28.48 Ste. Total 211 C.Y. 3. ALL SHOULDER WORK (EXCEPT FOR FINAL SHOULDER GRADING) SHALL BE COMPLETED PRIOR TO PLACING FINAL LIFT OF ASPHALT CONCRETE. 4. ASPHALT CONCRETE USED FOR PAVEMENT REPAIR SHALL NOT BE PLACED IN LAYERS WHICH EXCEED 0.50' IN COMPACTED THICKNESS. PAVEMENT REPAIR 5. PLACEMENT OF ASPHALT CONCRETE SURFACING SHALL NOT BEGIN UNTIL Location Quantity THE ASPHALT CONCRETE USED IN PAVEMENT REPAIR HAS BEEN IN PLACE 14 Sites Throughout Project 1 ,309 S.Y. DRIVEWAYS TRAFFIC SIGNAL MODIFICATION FOR 36 HOURS. Quantity Location Quantity 6. ASPHALT CONCRETE SHALL BE PLACED IN TWO (2) LAYERS OF APPROXIMATE Type No. Area Refer to Sheet 4 of Plans EQUAL THICKNESS WITH PAVEMENT REINFORCING FABRIC PLACED ON THE and Special Provisions Lump Sum EXISTING OR PREPARED SURFACE. E 7 352 S.Y. (Section 86 Special) 7. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS FOR WORK AND TRAFFIC CONTROL WITHIN THE STATE'S RIGHT OF WAY. PLANING ASPHALT CONCRETE PAVEMENT Location Quantity Eastbound Ste. 10+77 to Ste. 12+77 737.2 S.Y. ASPHALT CONCRETE Ste. 30+50 to Ste. 31 +00 211 .1 S.Y. Westbound (TYPE A) Ste. 11 +25 to Ste. 13+50 975.0 S.Y. Ste. 13+50 to Ste. 16+00 277.8 S.Y. Location Quantity Ste. 46+50 to Ste. 47+00 133.3 S.Y. Mainline 2,909 Tons Grant Line Rood Widening Areas 3,717 Tons N/E Quadrant (0.25') 1 ,015.6 S.Y. Intersection 478 Tons Ste. 6+55 to Ste. 7+65 293.4 S.Y. Pavement Repair 1250 Tons Intersection Area 1 ,769.6 S.Y. Driveways (Type E) 40 Tons Total 5,413.0 S.Y. Total 8.394 Tons DRAWN BY DATE SUMMARY OF QUANTITIES SHEET TOTAL PROJECT ENGINEER DATE KED DATE SUBMITTED DATE APPROVA RECOMMENDED DATE ELEVENTH STREET RESURFACING No. SHEETS COUNTY OF SAN JOAQUIN SCALE AS SHOWN AND GENERAL NOTES (Kasson Rd./Grant Line Rd. to Interstate Route 5) 5 5 FILE NAME DRAWER S H Etf N 7C-AD- REVISIONS DATE All.dwg �' �� Accdtemp�projects�1 lth Street�AlLdwg Ali