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'ON 133HS a3MV80 PAVEMENT REPAIR ADJUST FRAMES AND COVERS EARTHWORK ASPHALT CONCRETE PLACE STORM DRAIN INLET Location Quantity (SURVEY MONUMENTS) (MISCELLANEOUS AREAS — TYPE 1 ) Location Quantity ( 18" S.D.I) 144 Locations Total 3,285 S.Y. Location Quantity Location Quantity ASPHALT CONCRETE (TYPE A) Location Quantity Sta. 13+34 1 Each Sta. 50+53 to Sta. 51 +23 (Lt.) 0.7 Sta. Mainline Resurfacing I Sta. 63+35 (60' Rt.) Total 1 Each Sta. 25+20 1 Each Sta. 53+20 to Sta. 54+00 (Lt.) 0.8 Sta. Sta. 12+28 to Sta. 51 +52 6,094 Tons PLANING ASPHALT CONCRET PAVEMENT Sta. 37+10 1 Each Sta. 54+80 to Sta. 62+00 (Lt.) 7.2 Sta. Sta. 53+ 12 to Sta. 64+45 1 ,077 Tons Sta. 37+50 (16' Rt.) 1 Each Sta. 53+36 to Sta. 54+36 (Rt.) 1 .0 Sta, Pavement Repair 1 ,423 Tons Location Quantity Sta. 63+97 (2' Lt.) 1 Each Sta. 54+80 to Sta. 60+90 (Lt.) 6.1 Sta. A.C. (Misc. Areas 1 .0' Thick) 272 Tons PLACE FRAME AND GRATE ( ) ASPHALT CONCRETE (TYPE B) ( 18" S.D.I) Sta. 12+28 to Sta. 12+78 Lt. 217 S.Y. Total 5 Each Total 15.8 Sta. Sta. 12+48 to Sta. 12+98 (Rt.) 311 S.Y. Driveways (Type E) 33 Tons Sta. 12+98 to Sta. 50+40 (Rt.) 2,495 S.Y. A.C. (Misc. Areas 0. 17' Thick) 4 Tons Location Quantity Sta. 50+42 to Sta. 51 +52 562 S.Y. Sta. 63+35 ) Asphalt Concrete Dike 39 Tons ' Total 1 Each (60Rt. Sta. 53+ 12 to Sta. 54+12 511 S.Y. ADJUST FRAMES AND COVERS EARTHWORK Total 8,942 Tons Hansen Road (North Leg) 67 S.Y. (WATER VALVE) (MISCELLANEOUS AREAS — TYPE 2) Hansen Road (South Leg) 196 S.Y. Location Quantity Location Quantity ADJUST METAIL BEAM GUARD RAILING Total 4,359 S.Y. Sta. 15+51 (58' Rt.) 1 Each Sta. 62+00 to Sta. 63+83 (Lt.) Total 2.3 Sta. PLACE ASPHALT CONCRETE Location Quantity Sta. 15+56 (58' Rt.) 1 Each (MISCELLANEOUS AREAS) N/W Quadrant Bridge # B29C-346 25 L.F. Sta. 15+57 (60' Rt.) 1 Each N/E Quadrant Bride # B29C-346 25 L.F. ADJUST FRAMES AND COVERS Sta. 15+70 (58' Rt.) 1 Each Location Quantity S/E Quadrant Bridge # B29C-346 25 L.F. ( ) MAINTENANCE HOLES Sta. 16+27 (58' Rt.) 1 Each EARTHWORK 9 Locations Total 536 S.Y. Total 75 L.F. Sta. 25+20 (51 ' Rt.) 1 Each (MISCELLANEOUS AREAS — TYPE 3) Location Quantity Sta. 25+24 (47' Rt.) 1 Each Sta. 25+24 (51 ' Rt.) 1 Each Location Quantity Sta. 13+33 (14' Lt.) 1 Each Sta. 25+48 (46' Rt.) 1 Each Sta. 63+60 to Sta. 64+45 (Rt.) Total 1 .6 Sta. PLACE ASPHALT CONCRETE DIKE Sta. 15+40 (14' Lt.) 1 Each Sta. 25+54 (47' Rt.) 1 Each ( ) PLACE TERMINAL SYSTEM (TYPE SRT) Sta. 19+40 (14' Lt.) 1 Each Sta. 25+54 (48' Rt.) 1 Each TYPE A Sta. 23+40 (14' Lt.) 1 Each Location Quantity Sta. 25+12 14' Lt. 1 Each Sta. 26+48 (46 Rt.) 1 Each Location Quantity( ) Sta. 31 +19 (46' Rt.) 1 Each EARTHWORK N/W Quadrant Bridge # B29C-346 1 Each Sta. 29+18 (14' Lt.) 1 Each Sta. 54+83 to Sta, 63+00 (Lt.) 817 L.F. N/E Quadrant Bridge # B29C-346 1 Each Sta. 37+17 (48 Rt.) 1 Each (MISCELLANEOUS AREAS — TYPE 4) Sta. 33+18 (14' Lt.) 1 Each Sta. 54+88 to Sta, 60+90 (Rt,) 602 L.F. S/E Quadrant Bride B29C-346 1 Each Sta. 37+05 14' Lt. 1 Each Sta. 37+21 (44 Rt.) 1 Each / g # ( ) Location Quantity Sta. 40+05 (14' Lt.) 1 Each Sta. 37+21 (48 Rt.) 1 Each Total 1 ,419 L.F. Total 3 Each Sta. 44+05 (14' Lt.) 1 Each Sta. 45+45 (46' Rt.) 1 Each Sta. 48+75 to Sto. 49+ 13 Total 0,38 Sta. Sta. 48+05 (14' Lt.) 1 Each Sta. 49+61 (78' Rt.) 1 Each Sta. 49+45 (14' Lt.) 1 Each Sta. 62+51 (13' Rt.) 1 Each Sta. 49+45 (67' Rt.) 1 Each Sta. 64+01 (5' Rt.) 1 Each PLACE ASPHALT CONCRETE DIKE PLACE TERMINAL SECTION (TYPE C) Sta. 55+20 (5' Rt.) 1 Each Sta. 64+06 (10' Rt.) 1 Each IMPORTED BORROW (TYPE C) Location Quantity Sta. 56+02 1 Each Total 21 Each LocationLocation Quantit Sta. 60+01 (7' Lt.) 1 Each QuantityS/W Quadrant Bridge # B29C-346 Total 1 Each Sta. 49+35 to Sta. 51 +22 (Lt.) 187 L.F. Sta. 49+35 to Sta. 62+00 187 C.Y. Sta. 63+84 (15' Lt.) 1 Each Sta. 63+84 (69' Lt.) 1 Each Sta. 53+44 to sta. 60+90 111 C.Y. Sta. 53+20 to Sta. 54+83 (Lt.) 163 L.F. Sta. 53+37 to Sta. 54+88 (Rt.) 151 L.F. Total 18 Each ADJUST METAL BEAM GUARD RAILING Subtotal 298 C.Y. 8„ THEROMPLASTIC TRAFFIC STRIPE Total 501 L.F. Location QuantityBulk Factor (+40%) 119 C.Y. Location Quantity N/W Quadrant Bridge # 29C-346 25 L.F. Total 417 C.Y. 15 Locations Total 5,678 L.F. ADJUST FRAMES AND COVERS N/E Quadrant Bridge # 29C-346 25 L.F. (TRAFFIC DETECTOR HANDHOLES) S/E Quadrant Bridge # 29C-346 25 L.F. PAVEMENT REINFORCING FABRIC Total 75 L.F. SHOULDER BACKING Location Quantity Location Quantity 4” THEROMPLASTIC TRAFFIC STRIPE Location Quantity Sta. 12+28 to Sta. 51 +52 35,789 S.Y. Sta. 12+60 (20' Lt.) 1 Each Sta. 53+ 12 to Sta. 64+65 6,237 S.Y. Location Quantity Sta. 12+58 (20' Rt.) 1 Each Sta. 12+28 to Sta. 49+35 701 Tons 86 Locations Total 29,774 L.F. Sta. 20+87 (60' Rt.) 1 Each RETROFIT EXISTING CURB RAMP Sta. 53+12 to sta. 64+65 64 Tons Total 42,026 S.Y. Sta. 22+55 (60' Rt.) 1 Each WITH TRUNCATED DOMES Sta. 24+12 (9' Lt.) 1 Each Total 765 Tons Sta. 24+12 (60' Rt.) 1 Each Location Quantity Sta. 27+85 (20' Lt.) 1 Each 12 Locations Total 12 Each PAVEMENT REINFORCING MESH THERMOPLASTIC PAVEMENT MARKING Sta. 32+85 (48' Rt.) 1 Each DRIVEWAYS (TYPE E) Location Quantity Location Quantity Sta. 33+85 (54' Rt.) 1 Each Locations 40 1 ,653 S.F. Sta. 34+53 (54' Rt.) 1 Each Location QuantitySta. 43+95 to Sta. 62+00 (Lt.) 1 ,406 S.Y. Arrows ( ) Sta. 36+10 (8' Rt.) 1 Each RELOCATE ROADSIDE SIGNSSta. 53+44 to Sto. 60+90 (Rt.) 829 S.Y. Symbols and Numerals (5 Locations) 385 S.F. 5 Locations Total 249 S.Y. Words (30Locations) 1 ,496 S.F. Sta. 36+ 10 (54 Rt.) 1 Each Location Quantity Total 2,235 S.Y. Cross Walks (12 Locations) 1 ,000 S.F. Sta. 39+70 (20 Lt.) 1 Each Sta. 45+48 (Lt.) 1 Each Limit Lines (7 Locations) 264 S.F. Total 13 Each Sta. 48+74 (Lt.) 1 Each Total 4,798 S.F. Sta. 48+74 (Rt.) 1 Each PLACE 12" DIA. CORRUGATED STEEL PIPE Sta. 55+50 (Lt.) 1 Each ADJUST FRAMES AND COVERS Total 4 Each (0.079„ THICK) Location Quantity PAVEMENT MARKER (TRAFFIC PULL BOXES) Sta. 63+36 to Sta. 63+40 (Rt.) 4 L.F. Location Quantity Location Quantity Sta. 64+31 to Sta. 64+35 (Rt.) 4 L.F. Type A White Non—reflective 340 Each 4 Locations Total 4 Each RECORC� I�RAV6 ! Total 8 L.F. Type D Two—way Yellow Retroreflective 146 Each Type D Two—way Blue Retroreflective 5 Each Corrections By Type G One—way Clear Retroreflective 530 Each Changes By Type H One—way Yellow Retroreflective 176 Each DateAny Person Using This Dra�roa�g $,� ga VerifyTotal 1 , 197 Each All information By inspecting The Site Of+ask DRAWN BY DATE PROJECT ENGINEER DATE C ED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL �ncente �� - COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES SCHULTE ROAD RESURFACING NO. SHEETS �( 4�g 01"WQ,4!/0 r� .4 (Mountain House Parkway to Hansen Road) 8 8 FILE NAME DRAWER SHEET NO. CAD REVISIONS DATE is 4�j E:\Projects\2006\Schu1te Rood (22688 Ions\Schulte AII.Dwq