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'ON =HS b3M K PAVEMENT REPAIR DRIVEWAYS (TYPE F) PAVEMENT REINFORCING FABRIC ROCK SLOPE PROTECTION Location Quantity Location Quantity Location Quantity ( METHOD B , CLASS NO . 2) 4 Locations (Throughout Project) Z9 S.Y. Sta . 40+00 (Rt.) 9 S.Y. Sta . 0+33 to Sta . 2+21 (22' Wide) 460 S.Y. Location Quantity Sta . 41 + 10 (Rt.) 7 S.Y. Sta . 2 +21 to Sta . 6+78 (32' Wide) 11625 S.Y. Sta . 38+ 80 + (Rt. ) 10•c =5.8- C.Y. Sta . 45 +82 (Lt.) 5 S.Y. Sta . 6+78 to Sta . 64+65 (22' Wide) 121533 S.Y. Sta . 47 +00 (Lt.) 9 S.Y. Total 14, 618 S.Y. PLANING ASPHALT CONCRETE PAVEMENT Sta . 55+40 (Lt.) 13 S.Y. Location Quantity Total 43 S.Y. PLACE MONUMENT FRAMES AND COVERS Sta . 0+30 to Sta . 0+51 233 S.Y. 12 " DIA. CORRUGATED STEEL PIPE Location Quantity Sta . 5+06 to Sta . 5+ 16 213 S.Y. ( Thickness = 0 . 079 " ) sta . 12 +70t 1 Each Sta . 3+40 to Sta . 4+00 36 S.Y. ASPHALT CONCRETE (TYPE A) Sta . 38+96t 1 Each Sta . 64+50 to Sta . 64+ 65 43 S.Y. Location Location Quantity Quantity Sta . 52+08f 1 Each Total X25 S.Y. Sta . 55+07t 1 Each Sta . 7+50 40 L. F. _ Sta . 0+ 30 to Sta . 64+ 65 2,886 Tons Sta . 55+40 (Lt.) Q,o L. F. -Sta. 62+ 65f t Each Sta . 60+ 68 (Lt.) 28 L. F. Sta. 64+52f Each EARTHWORK ( MISCELLANEOUS AREAS) Sta . 62+30 (Lt.) 28 L. F. Total -6 - Each ASPHALT CONCRETE (TYPE B ) Sta . 62+75 (Lt.) 24 L. F. Location Quantity Total X60 L. F. Sta . 46 +00 to sta . 53+00 (Rt.) -7 - sta . Location Quantity METAL BEAM GUARD RAILING Roadway Widening 781 Tons Pavement Repair 20 Tons Location Quantity A.C. (Misc. Areas) 4 Tons 36 DIA. CORRUGATED STEEL PIPE Sta . 3+00 (Lt.) 12.5 L. F. EARTHWORK ( ROADWAY WIDENING) Driveways (Type E & F) 58 Tons ( Thickness = 0 . 109 ) Sta . 5+00 (Lt.) 12.5 L. F. Location Quantity A.C. Dike (Type C) 1 Tons Location Quantity5+00 (Lt ) Sta . . 12.5 L. F. Total O6 Tons Sta . 3+00 (Rt.) _. L. F. Sta . 6+78 to Sta . 64+ 65 57.87 Sta . Sta . 38+76 (Rt.) 11 L. F. Sta . 3+00 (Rt.) 12.5 L. F. , r Sta . 38+81 (Rt.) 11 L. F. Sta . 5+00 (Rt.) 12.5 L. F. Sta. 56+21 (Rt.) 24 LF. ASPHALT CONCRETE (TYPE B LEVELING) 7 ,3 ;, • :L; � Wiz: ' Total gip,' x L. F. IMPORTED BORROW Total cfi6 L.F. STS . , f , df � ,t.,�-, Location Quantity '' ? r m 4 '! t Location Quantity -�^�,i n� .{ rJc,+�l �'�' ' ' '• f , . Sta . 6+ 78 to Sta . 64+ 65 1,041 ` Tons TH R I E BEAM BARRIER RAIL Sta . 2+40 to Sta . 3+ 65 (Lt.) 31 C.Y. Z6 DIA. CORRUGATED STEEL TEE Sta. 5+40 to Sta . 6+ 65 (Rt.) 14 C.Y. =' ( Thickness = 0 . 109 " ) Location Quantity Sta . 6+78 to Sta . 64+ 65 453 C.Y. Sta . 38 +80 (Rt. ) 9 C.Y. PLACE ASPHALT CONCRETE Location Quantity North of Bridge No. 29C-282 125 L. F. Y South of Bridge No. 29C-282 125 L. F. Total 507 C.Y. ( MISCELLANEOUS AREAS ) Sta . 56+21 (Lt.) 1 Each Total 250 L. F. Location Quantity SHOULDER BACKING sta . 7+50 13.5 S.Y. Z&'! DIA. CORRUGATED STEEL ELBOW TERMINAL SYSTEM (TYPE ET) Location Quantity ( Thickness = 0 . 109 " ) Location Quantity Sta . 0+30 to Sta . 64+ 65 436 Tons ASPHALT CONCRETE DIKE (TYPE C) Location Quantity SW Quad . (Bridge # 29C-282) 1 Each c . Location Quantity Sta . 56+21 (Rt.) 1 Each NE Quad . (Bridge # 29C-282) 1 Each DRIVEWAYS (TYPE E) Sta . 3+56 to Sta . 3+90 (Rt.) 24 L.F. Total 2 Each Sta . 3+ 66 to Sta . 3+90 (Lt.) 34 L.F. Location Quantity Sta . 5+ 16 to Sta . 5+48 (Lt.) 32 L. F. Sta . 5+ 16 to Sta . 5+48 (Rt.) 32 L. F. 10 Locations 454 S.Y. TERMINAL SECTION (TYPE A) LL Total -122 L. F . 49 = 0 , Location Quantity C Bridge 29C-282 (6 Locations) 6 Each LL z LLa z C'k.` DRAWN BY DATE PROJECT ENGINEER DATE CH D DATE APPROVAL RECOMMENDED DATE KETTLEMAN LANE IMPROVEMENTS SHEET TOTAL �intr ""°3 COUNTY OF SAN JOAQUIN No SCALE SUMMARY OF QUANTITIIES N0. SHEETS u �� %Y-4 �„� � 1-1t ��-�8-o *� ,f "rq�p,3 (State Highway Route 88 to Jack Tone Road) 6 6 FILE NAME D A ER S T CO. I AtkD REVISIONS DATE E:\Projects\Kettleman ne(22611)\Plans\KettlemanAllPlan.dwg