Laserfiche WebLink
Metadata
Document management portal powered by Laserfiche WebLink 9 © 1998-2015 Laserfiche. All rights reserved.
'ON 133HS d3MVdG 3V4VN 3113 <br /> PAVEMENT REPAIR TEMPORARY FENCE DRIVEWAYS (TYPE F) 18 " DIA. REINFORCED CONCRETE TERMINAL SYSTEM (TYPE ET) <br /> Location Quantity (TYPE ESA) Location Quantity PIPE (CLASS IV) Location Quantit <br /> 408 Locations throughout project 5,845 S.Y. Location Quantity Location Quantity 21 locations 512 S.Y. Bridge 29C-163 (Mormon Slough) <br /> Sta. 759+05 to Sta. 765+55 Sta. 881 +51 to Sta. 881 +75 (31 ' Lt.) 24 L.F. NW Quad. 1 Each <br /> Sta. 902+00 to Sta. 915+00 (LT & RT) 3,533 L.F. SE Quad. 1 Each <br /> Bridge 29C-162 (Channel A. Potter Creek) <br /> NW Quad. 1 Each <br /> DRIVEWAYS (TYPE G) SE Quad. 1 Each <br /> PLANING ASPHALT CONCRETE PLACE MONUMENT FRAME Bridge 29C-161 (Duck Creek) <br /> PAVEMENT Location Quantity NW Quad. 1 Each <br /> 881 +62 (Lt.) 43 S.Y. AND COVER SE Quad. 1 Each <br /> Location Quantity <br /> EARTHWORK Location Quantity Bridge 29C-160 (,N. Little John's Creek) <br /> Mainline Sta. 834+35 <br /> Sta. 595+00 to Sta. 595+50 238 S.Y. ( MISC. AREAS) Sta. 940+32 1 Each NW Quad. 1 Each <br /> 1 Each SW Quad. 1 Each <br /> Sta. 724+00 to Sta. 724+33 117 S.Y. Location Quantity SE Quad. 1 Each <br /> Sto. 725+70 to Sta. 725+82 42 S.Y. Total 2 Each <br /> Sta. 740+00 to Sta. 744+00 1 ,422 S.Y. Sta. 595+00 to Sta. 941 +45 (Both Sides) *333.9 sta. ASPHALT CONCRETE (TYPE A) Total 9 Each <br /> Sta. 750+15 to Sta. 750+40 88 S.Y. <br /> Sta. 751 +12 to Sta. 751 +42 106 S.Y. Location Quantity <br /> * Refer to Plan Sheets for omitted areas <br /> Sta. 759+94 to Sta. 760+29 124 S.Y. Mainline <br /> Sta. 761 +01 to Sta. 762+01 356 S.Y. Sto. 595+00 to Sta. 941 +45 20,353 Tons <br /> Sta. 807+69 to Sta. 807+81 , Hwy. 4 (N) 194 S.Y. Intersections METAL BEAM GUARD RAILING TERMINAL SYSTEM (TYPE SRT) <br /> Sta. 808+05 to Sta. 808+ 16, Hwy. 4 (S) 158 S.Y. <br /> Sta. 881 +53 to Sta. 882+48 338 S.Y. Whitehouse Road 63 Tons Location QuantityLocation Quantity <br /> Sta. 883+62 to Sta. 884+72 392 S.Y. Copperopolis Road <br /> Sta. 916+91 to Sta. 919+46 906 S.Y. Pavement Repair Bridge 29C-163 (Mormon Slouch) Bridge 29C-160 (N. Little Johns Creek) <br /> Sta. 940+95 to Sta. 941 +45 178 S.Y. Sta. 595+00 to Sta. 941 +45 3,600 Tons SE Quad. (Advance Railing) 37.5 L.F. NE Quad. 1 Each <br /> Intersections ( <br /> Total 24,016 Tons W-540 MS SW Quad. 12.5 L.F. Weber Slouch) <br /> � <br /> Whitehouse Road 25 S.Y. IMPORTED BORROW SE Quad. 12.5 L.F. NW Quad. 1 Each <br /> Copperopolis Rd (E) 121 S.Y. NW Quad. 12.5 L.F. NE Quad. 1 Each <br /> Copperopolis Rd (W) 95 S.Y. Location Quantity NE Quad. 12.5 L.F. <br /> NW Quad. (Advance Railing) 37.5 L.F. SW Quad. 1 Each <br /> Total 4,900 S.Y. Sta. 722+84 to Sta. 724+00 (Rt) 5 C.Y. SE Quad. 1 Each <br /> Sta. 726+00 to Sta. 727+27 (Lt) 6 C.Y. Bridge 29C-162 .(Channel A. Potter Creek) <br /> Sta. 881 +62 (Lt) 9 C.Y. SW Quad. 37.5 L.F. Total 5 Each <br /> ASPHALT CONCRETE (TYPE B) SE Quad. 25 L.F. <br /> 20 C.Y. NW Quad. 12.5 L.F. <br /> Location Quantity NE Quad. 37.5 L.F. <br /> REMOVE ASPHALT CONCRETE DIKE Driveways (Type D, E, F & G) 503 Tons NW Quad. (Advance Railing) 37.5 L.F. TERMINAL SECTION (TYPE B) <br /> Bridge 29C-161 (Duck Creek) <br /> Location Quantity <br /> A.C. Dike 5 Tons SE Quad. (Advance Railing) 37.5 L.F. Location Quantity <br /> Total 508 Tons SW Quad. 37.5 L.F. <br /> 7 Locations throughout project 632 L.F. SE Quad. 12.5 L.F. Bridge 29C-163 (Mormon Slouch) <br /> NW Quad. 12.5 L.F. NW Quad. 1 Each <br /> NE Quad. 12.5 L.F. NW Quad. (Advance) 1 Each <br /> NW Quad. (Advance Railing) 37.5 L.F. NE Quad. 1 Each <br /> SHOULDER BACKINGSW Quad. 1 Each <br /> Bridge 29C-160 (N. Little John's Creek) SE Quad. 1 Each <br /> REMOVE METAL BEAM Location Quantity PLACE A. C . DIKE (TYPE C) SW Quad. 25 L.F. SE Quad. (Advance) 1 Each <br /> SE Quad. 25 L.F. <br /> GUARD RAILING Sta. 595+00 to Sta. 941 +45 4,134 Tons Location Quantity NW Quad. 25 L.F. Bridge 29C-162 (Channel A. Potter Creek) <br /> NE Quad. 25 L.F. NW Quad. (Advance) 1 Each <br /> Location Quantity Sta. 722+77 to Sta. 724+28 (Lt) 34 L.F. NW Quad. 1 Each <br /> Sta. 725+75 to Sta. 727+27 (Lt.) 152 L.F. Total 525 L.F. NE Quad. 1 Each <br /> 12 Locations throughout project 1 ,375 L.F. Sta. 722+84 to Sta. 724+28 (Rt) 144 L.F. <br /> SW Quad. 1 Each <br /> Sta. 725+75 to Sta. 727+09 (Rt) 35 L.F. <br /> Bridge 29C-161 (Duck Creek) <br /> Total 365 L.F. NW Quad. (Advance) 1 Each <br /> SINGLE THRIE BEAM BARRIER NW Quad. 1 Each <br /> NE Quad. 1 Each <br /> ADJUST MONUMENT DRIVEWAYS (TYPE D) Location Quantity SW Quad. 1 Each <br /> SE Quad. 1 Each <br /> Location Quantity FRAME AND COVER Bridge 29C-163 (Mormon Slough) SE Quad. (Advance) 1 Each <br /> Location Quantity 17 Locations 547 S.Y. PAVEMENT REINFORCING FABRIC West Side 137.5 L.F. <br /> East Side 137.5 L.F. Total 16 Each <br /> Sta. 596+27 (10' Rt) 1 Each Location Quantity Bridge 29C-162 (Channel A. Potter Creek) <br /> Sta. 622+73 (10' Rt) 1 Each Mainline West Sider, 87.5 L.F. z <br /> Sta. 649+06 (10' Rt) 1 EachEast Side 87.5 L.F. a <br /> Sta. 675+65 (10' Rt) 1 Each Sta. 595+00 to Sta. 717+66 (24 Wide) 32,709 S.Y. <br /> Sta. 717+66 to Sta. 724+33 (32' Wide) 2,372 S.Y. Bride 29C-161 Duck Creek D <br /> Sta. 702+08 (10' Rt) 1 Each Sta. 725+70 to Sta. 733+00 32' Wide 2,596 S.Y. g ( ) w <br /> ( ) West Side 75 L.F. <br /> Sta. 728+51 (10' Rt) 1 Each �OFESSI�}y o' <br /> Sta. 754+93 (10' Rt) 1 Each Sta. 733+00 to Sta. 753+40 (24' Wide) 4,640 S.Y. East Side 75 L.F. <br /> Sta. 781 +40 (10' Rt) 1 Each Sta. 751 +12 to Sta. 760+29 (24' Wide) 2,445 S.Y. � � 9��y�z Qo <br /> Sta. 860+91 1 Each DRIVEWAYS (TYPE E) Sta. 761 +01 to Sta. 807+81 (24' Wide) 12,480 S.Y. Bridge 29C-160 (N. Little John's Creek) <br /> No. 38465 <br /> West Side 125 L.F. • Exp. 3-31-OS . w <br /> Sta. 887+41 1 Each Sta. 808+05 to Sta. 882+48 (24' Wide) 19,848 S.Y. \P z <br /> Sta. 913+85 1 Each Location Quantity Sta. 833+62 to Sta. 941 +45 (24' Wide) 15,488 S.Y. East Side 125 L.F. 9� CIV1E p��' o <br /> OF CA��F Y <br /> Total 11 Each 71 Locations 2,517 S.Y. Total 92,578 S.Y. Total 850 L.F. <br /> Z( <br /> Z <br /> Peter D. Martin r <br /> Registered Civil Engineer 0 <br /> w <br /> 0 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL a <br /> 05 COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES JACK TONE ROAD RESURFACING N0. SHEETS <br /> �/° (State Highway Route 26 to Mariposa Road) 8 8 <br /> U•�f�l Z��o��5 �'�l%f <br /> FILE NAME DRAWER I SHEET N0. ACADEVISIONS DATE <br />