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M H� <br /> No. 21258 <br /> RELOCATE FENCE SHOULDER BACKING PAVEMENT REINFORCING Eq. 2--V47 <br /> '9Tf. CIVIC R�\e <br /> Location Quantit Location Quantit FABRIC cnuE° <br /> Sto. 475+20 Lt. 90 L.F. Location Quantity m <br /> Sto. 390+40 to Sto. 631+70 (Lt. &RL) 2,385 C.Y. Ste. 390+90 to Sta. 631+20 64,080 S.Y. <br /> RELOCATE PIPE GATE CLASS 2 AGGREGATE BASE TERMINAL SECTION TYPE M <br /> Location LocaQuantity Lo. tion Lt. 1 Each Location Quantit Location Quantity <br /> Type F Driveways 34 C.Y. 18��0 CORRUGATED STEEL PIPE Bridge No. 29C-177 <br /> (0. 109 THICK) N. E. Comer 1 Each <br /> S. E. Corner 1 Each <br /> S. W. Corner 1 Each <br /> Location Quantity N. W. Comer 1 Each <br /> Sta. 411+80f Lt. 40 LF. <br /> Sto. 414+20f Rt. 40 LF. Bridge No. 29C-178 <br /> Sto. 474+80f Rt. 20 LF. N. E. Comer 1 Each <br /> Sto. 477+00t Lt. 60 L.F. S. E. Comer 1 Each <br /> Sto. 477+00± Rt. 60 LF. S. W. Comer 1 Each <br /> PLANING ASPHALT Total 220 L.F. N. W. Comer 1 Each <br /> CONCRETE PAVEMENT Total 8 Each <br /> Location Quantity DRIVEWAYS <br /> Mainline Quantity <br /> Sta. 390+40 to Sto. 390+90 200 S.Y. Type <br /> Sta. 631+20 to Sto. 631+70 200 S.Y. N Area <br /> Intersections D 100 268 S.Y. <br /> E 12 495 S.Y. <br /> Carrolton Road (S) 51 S.Y. F 3 361 S.Y. <br /> Skiff Road (E) 78 S.Y. <br /> Van Allen Rood (S) 48 S.Y. <br /> Van Allen Rood (N) 45 S.Y. <br /> Doods Rood W 84 S.Y. <br /> Deeds Rood E 40 S.Y. METAL BEAM GUARD RAILING END SECTION <br /> Total 746 S.Y. <br /> Location Quantity Location Quantity <br /> Bridge No. 29C-177 Berge No. 29C-177 <br /> N. E. Comer 62.5 LF. N. E. Corner 1 Each <br /> S. E. Comer 62.5 LF. S. E. Comer 1 Each <br /> S. W. Comer 62.5 LF. S. W. Comer 1 Each <br /> N. W. Comer 62.5 LF. N. W. Corner 1 Each <br /> Bridge No. 29C-178 Bridge No. 29C-178 <br /> N. E. Comer 62.5 LF. N. E. Comer 1 Each <br /> IMPORTED BORROW ASPHALT CONCRETE (TYPE A) S. E. Comer 62.5 LF. S. E. Comer 1 Each <br /> S. W. Comer 62.5 LF. S. W. Comer 1 Each <br /> Location Quantity Location Quantity N. W. Comer 62.5 L.F. N. W. Comer 1 Each <br /> Sta. 390+40 to Sto. 631+70 3,942 C.Y. Mainline 15,876 Tons Total 500 L.F. Total 8 Each <br /> Intersections 300 Tons <br /> Total 16,176 Tons <br /> ANCHORAGE ASSEMBLY <br /> — <br /> EARTHWORK (MISC. AREAS) ASPHALT CONCRETE (TYPE B) CONCRETE BARRIER (BREAKAWAY TYPE M)Location Quantity <br /> Location Quantity Location Quantity TYPE 27 MODIFIED Bridge No. 29C-177 <br /> N. E. Comer 1 Each <br /> Sta. 390+40 to 535+00 Li. 144.6 Sta. Driveways (Type D) 60 Tons Location Quantit S. E. Corner 1 Each <br /> Sto. 552+00 to 579+00 Lt. 27.0 Sta Driveways (Type E) 53 Tons Bridge No. 29C-177 Lt. 69 LF. S. W. Comer 1 Each <br /> Sta. 390+40 to 541+00 Lt. 150.6 Sta. Bridge No. 29C-177 Rt. 69 LF. N. W. Corner 1 Each <br /> Sto. 549+00 to 588+00 Rt. 9.0 Sto. Total 113 Tons Bridge No. 29C-178 Lt. 59 LF. Bh* No. 29C-178 _ <br /> Sta. 576+00 to 591+00 Rt. 15.0 Sto. Bridge No. 29C-178 Rt. 59 LF. N. E. Comer 1 Each <br /> S. E. Comer 1 Each <br /> Total 3,46.2 Sta. Total 256 LF. S. W. Comer 1 Each <br /> N. W. Corner 1 Each <br /> Total 8 Each <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> E. M. Peterson 6/97 7 COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES MARIPOSA ROAD RESURFACING NO. SHEETS <br /> — �� �± 3'97 � 71-7) 97 (Gowns Road to Dodds Road) 6 6 <br /> FILE NAME DRAWER I SHEET NO. ACAD REVISIONS DATE <br /> 152 e:\pete\projects\mo ri poso <br />