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REMOVING CONCRETE PLANING ASPHALT CONCRETE PAVEMENT DRIVEWAYS (TYPE D) PLACE A.C. DIKE (TYPE C) 18" DIA. REINFORCED CONCRETE PIPE <br /> Location Quantity Location Quantity Location Quantity Location Quantity (CLASS V) <br /> Sta. 71 +97 to Sta. 75+00 (Rt.) 303 L.F. Mainline 1 Location 56 S.Y. Sta. 60+84 to Sta. 61 +28 (Rt.) 44 L.F. Location Quantity <br /> Sta. 75+65 to Sto. 77+88 (Rt.) 237 L.F. Sta. 60+70 to Sta. 61 +20 439 S.Y. Sto. 64+29 to Sto. 64+71 (Lt.) 42 L.F. <br /> Sta. 64+ 10 to Sta. 64+80 576 S.Y. Sta. 64+43 to Sta. 64+79 (Rt.) 36 L.F. Sta. 69+58 to Sta. 69+62 (Rt.) 4 L.F. <br /> Total 540 L.F. Sta. 70+46 to Sta. 75+80 (Rt.) 534 L.F. <br /> Sta. 67+64 to Sta. 67+94 247 S.Y. Sta. 67+64 to Sta. 68+ 10 (Rt.) 46 L.F. <br /> Sta. 91 +00 to Sta. 99+30 (Lt.) 738 S.Y. DRIVEWAYS (TYPE E) Sta. 67+72 to Sta. 68+ 15 (Lt.) 43 L.F. Total 538 L.F. <br /> Sta. 109+95 to Sta. 110+95 (Rt.) 267 S.Y. Location Quantity Total 211 L.F. <br /> REMOVING A.C. DIKE Sta. 1 1 1 +75 to Sta. 112+50 (Lt.) 200 S.Y. <br /> Sta. 114+71 to Sta. 117+02 (Rt.) 220 S.Y. 20 Locations 1 ,293 S.Y. <br /> Location Quantity Sta. 117+52 to Sto. 118+02 356 S.Y. 18" STORM DRAIN INLET (S.D.I.) <br /> Newton Road Railroad Approaches PAVEMENT REINFORCING FABRIC <br /> 3 Locations 439 L.F. Location Quantity <br /> 2 Locations 121 S.Y. ASPHALT CONCRETE (TYPE A) Location Quantity <br /> Intersections sta. 72+00 (48' Rt.) 1 Each <br /> @ McAllen Road 50 S.Y. Location Quantity Sta. 60+70 to Sta. 64+80 (48' Wide) 2, 187 S.Y. Sta. 73+25 (48' Rt.) 1 Each <br /> ADJUST MONUMENT FRAME AND COVER p Newton Road 53 S.Y. Asphalt Concrete (Type ASto. 67+64 to Sta. 113+00 (48' Wide) 24, 192 S.Y. Sta. 74+50 (48' Rt.) 1 Each <br /> Location Quantity Total 3,263 S.Y. Mainline Resurfacina Sta. 113+00 to Sta. 118+02 (36' Wide) 2,008 S.Y. Total 3 Each <br /> Sta. 87+62t (36't Lt.) 1 Each Sta. 60+70 to Sta. 118+02 7,628 Tons Total 28,387 S.Y. <br /> Sta. 112+27f (31 'f Rt.) 1 Each A.C. Widenina " <br /> Sta. 70+50 to Sta. 77+88 (Rt.) 338 Tons 18 STORM DRAIN INLET <br /> Total 2 Each EARTHWORK (ROADWAY WIDENING) Pavement Repair MINOR CONCRETE (FRAME AND GRATE) <br /> Location Quantity 53 Locations 907 Tons (TYPE B3 CURB) <br /> Asphalt Concrete (Type B� Location Quantity <br /> PAVEMENT REPAIR Fs <br /> ta. 70+50 to Sta. 77+88 (Rt.) 7.38 Sta. Driveways (Type D & E) 147 Tons Location <br /> Quantity Sta. 72+00 (48' Rt.) 1 Each <br /> Location Quantity Asphalt Concrete (Misc. Areas) 8 Tons Sta. 70+50 to Sta. 74+59 (Rt.) 409 L.F. Sta. 73+25 (48' Rt.) 1 Each <br /> A.C. Dike (Type A & C) 9 Tons <br /> 53 Locations (Throughout Project) 1 ,576 S.Y. IMPORTED BORROW Total g Sta. 75+85 to Sta. 77+68 (Rt.) 183 L.F. Sta. 74+50 (48' Rt.) 1 Each <br /> 037 Tons Total 3 Each <br /> Location Quantity <br /> Total 592 L.F. <br /> RELOCATE ROADSIDE SIGNS Sta. 70+00 to Sta. 77+87 (Rt.) 342 C.Y. PLACE ASPHALT CONCRETE (MISC. AREAS) . <br /> 12" DIA. REINFORCED CONCRETE PIPE CHAIN LINK FENCE AND GATE SYSTEM <br /> Location Quantity Location Quantity (CLASS III) Location Quantity <br /> Sta. 74+65 (57' Rt.) 1 Each SHOULDER BACKING Sta, 69+50t Rt. (A.C. Outfall) 23 S.Y. <br /> Sta. 77+70 (54' Rt.) 1 Each Location Quantity Location Quantity Sta. 72+22 (Rt.) Lump Sum <br /> Total 2 Eich Mainline Sta. 72+00 (Rt.) 5 L.F. < a <br /> Sta. 60+70 to Sta. 118+02 1 ,230 Tons PLACE A.C. DIKE (TYPE A) Sta. 73+25 (Rt.) 5 L.F. 9-ZG-OZ <br /> Location Quantity <br /> Sta. 74+50 (Rt.) 5 L.F. <br /> Gare Total 15 L.F. y <br /> -9" Y _ 9` Sta. 62+ 11 to Sta. 62+ 19 (Rt.) 8 L.F. No. C26994 <br /> Gate 3/8" thick Steel Bracket Sta. 68+ 10 to Sta. 70+50 (Rt.) 240 L.F. Exp 3-31-05 <br /> Post 9 CI VIS ��Q <br /> r Total 248 L.F. of CPUF° <br /> •� E ---- - t/4'x3'x3' Angle Iron Track with GATE <br /> ivy a 4" x #4 Rebar Dowels O 48' O.C. <br /> _ 48 6' __ y <br /> -,-- ° -- Class B Concrete '~ --- 24'-3" 24'-3" <br /> �$ ,:n- --- --- /5 Rebar cont. (2) yl <br /> M � C <br /> 12" <br /> F9 19 <br /> SECTION C—C c <br /> SECTION A—A <br /> C <br /> Exist. Chain Link GATE Exist. Chain Link <br /> Fence not shown B Fence not shown <br /> for clarity 253 (Chain Link Fence) 48' (Clear) 25'3 (Chain Link Fence) for clarity <br /> 6'-2" 6'-2" _ 6'-2" _ 6'-2' 24' 24' � 6'-2" 6'-2" � 6'-2- � 6'-2- <br /> 2 <br /> - ------- ----- ---- --- ._----- - <br /> r 1.1 5/8" O.D. 2 3/8' O.D. 3 Strands -2 3/8' O.D. <br /> Fence Bracing Fence Posts Barbed Wire Gote Frame <br /> y ._.._ __. _ ........ ....__ __ __. <br /> i <br /> \o <br /> Track Wheel <br /> \ <br /> / r \ <br /> / I <br /> & Guide <br /> 1 <br /> > , <br /> \ <br /> \. / <br /> \\ \XX <br /> ° <br /> (2)-- <br /> >/t / / <br /> I t <br /> \ <br /> / <br /> i <br /> T✓ <br /> \ <br /> h <br /> h/ —CaC Pipe <br /> Commerical Quoht58' OPost <br /> i <br /> N •./ \ <br /> I <br /> i <br /> }i\ <br /> / <br /> h <br /> - <br /> X' <br /> r. <br /> ✓/ <br /> I <br /> � \ <br /> \/ <br /> \ <br /> '! x <br /> f <br /> io <br /> Pipe Tracklc <br /> D. <br /> sO.D <br /> 4" . <br /> End Pas <br /> \ <br /> 1> A <br /> it <br /> \ <br /> xn <br /> 4-- - - _ _ - - - - - - - _ — — <br /> 2 3/8' O.D. V-Groove Wheel V-Groove—Wheel <br /> Gate Frame — — — — <br /> —1 III I I IIIII <br /> I I IIIII I I IIIII <br /> I I III <br /> I <br /> b <br /> III <br /> J L J L�J J L� L 1 L J LTJ D-1 D-1 LTJ LTJ <br /> _ Past OD.-X_4-Min � ELEVATION � <br /> SECTION B-6 CB�-� CHAIN LINK FENCESta. +22 AND GATE SYSTEM (B�-' <br /> DRAWN BY DATE PROJECT ENGINEER DATE ED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SUMMARY OF QUANTITIES WILSON WAY IMPROVEMENTS SNO.T SHEETS <br /> 'OncentLi 4102 COUNTY OF SAN JOAQUIN NO SCALE <br /> 19h*lol9�j /ot y o � AND GATE DETAILS (Alpine Avenue to 600 'f North of McAllen/Newton Roods) s s <br /> FILE NAME DRAWER SHEET NO. A REVISIONS DATE <br /> 9 3 2002 <br /> Driveway, <br /> \\Acedtemp\projects\wilson way\wilson big plan.dwg Fence & Gate Quanti{ies <br /> Ila <br />