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N3MV80 3WVN 3313 <br /> i <br /> ADJUST FRAME AND COVER TERMINAL SYSTEM <br /> PAVEMENT REPAIR DETECTOR HANDHOLE DRIVEWAYS TYPE ET <br /> Conform ® E.P. <br /> Location Quantity Location Quantity Type Number Area Location Quantity E.P. <br /> 43 Locations Throughout Project 1,749 S.Y. Type E 13 Locations 615 S.Y. Sta. 58+76 Left 1 Each R R 8' <br /> 9 J Sta. 59+93 (Right) 60 1 Each (Left) i <br /> Sta. 61+46 (Right) 52' 1 Each <br /> Sta. 63+10 (Right) 73' 1 Each Conform <br /> Sta. 63+12 (Right) 38' 1 Each <br /> Sta. 63+21 (Left) 9' 1 Each Existina Width <br /> Sto. 64+57 (Right) 90' 1 Each 12' Min. <br /> Sta. 65+27 (Left) 4' 1 Each <br /> Sta. 65+28 (Left) 54' 1 Each TYPE E <br /> Sta. 65+44 (Left) 83' 1 Each <br /> Sta. 66+84 (Left) 70' 1 Each ASPHALT C 0 N C R ETE <br /> PLANING ASP HALT <br /> Sta. 66+63 (Left) 6r , Each (TYP E A) Variable depth Asphalt Concrete <br /> Sta. 83+44 (Right) 15 1 Each over existing paved driveway. <br /> CONCRETE PAVEMENT Sta. 88+38 (Right) 26' 1 Each Location Quantity <br /> Sta. 94+72 (Left) 14' 1 Each TERMINAL SYSTEM R = Conform to Existing Radii. <br /> Location QuantityMainline 7,627 Tons <br /> Total 14 Each Driveways 77 Tons <br /> Begin Project 183 S.Y. Pavement Repair 933 Tons (TYPE CAT-350 TYPICAL DRIVEWAY DETAILS <br /> Intersections Total 8,637 Tons Location Quantity <br /> N/B 1-580 Off Ramp 38 S.Y. f <br /> N/B 1-580 On Ramp 150 S.Y. Sta. 54+55 1 Each <br /> Schulte Road West 419 S.Y. Stu. 62+18 1 Each <br /> Schulte Road East 528 S.Y. <br /> Total 2 Each <br /> Berkeley Road 205 S.Y. <br /> Bridges/Ove j <br /> 1-580 Overcrossing 345 S.Y. <br /> 29C-083L (CA Aqueduct)29C-083R (A Aqueduct) 366 S.Y. ADJUST FRAME AND PAVEMENT REINFORCING f <br /> 29C-335 (Delta—Mendota Canal) 334 S.Y. COVER ( 18" <br /> SDI FAB R I C <br /> i <br /> Longitudinal <br /> Sta. 46+71 to Stu. 48+22 (Left) 67 S.Y. LOCatIOn Quantity Location Quantity 2" Standard frame and <br /> Dia. or Sq cover assembly <br /> Sta. 47+29 to Sta. 48+22 (Right) 42 S.Y. Sta. 44+69 (Left) 31' 1 Each Sta. 43+06 to Sta. 125+50 20,451 S.Y. A.C. Overlay 6„ (Refer to S.J.Co. Std. <br /> Sta. 51+60 to Sta. 52+10 (Right) 67 S.Y. 1 Each Dwg. CW—M1 .) <br /> Sta. 59+69 to Sta. 62+75 (Right) 136 S.Y. <br /> Sta. 45+73 (Left) 31' <br /> Schulte Road East 115 S.Y. Total 2 Each 4" <br /> Sta. 60+96 to Sta. 62+84 (Left) 84 S.Y. TERMINAL SYSTEM 8.. <br /> Sta. 65+54 to Sta. 88+04 (Left) 1,000 S.Y. (TYPE B) Exist. Roadway— 6" <br /> P.C.C. 3 ' <br /> End Project 178 S.Y. <br /> Location Quantity <br /> Total 4,640 S.Y. Undisturbed f Exist. survey monument <br /> PORTLAND CEMENT Sta. 56+25 (Right) 1 Each basement soil to remain in place and <br /> Sta. 58+51 (Left) 1 Each <br /> CONCRETE PAVEMENT undisturbed. <br /> Sta. 92+42 (Right) 1 Each <br /> Location Quantity Sta. 94+65 (Left) 1 Each SURVEY MONUMENT DETAIL <br /> Total 4 Each <br /> ADJUST FRAME AND COVER Schulte Road East 67 C.Y. <br /> (WATER VALVE <br /> ADJUST FRAME AND Location Quantity <br /> COVER (MANHOLE) Sta. 63+94 (Left) 58' 1 Each <br /> Sta. 63+95 (Left) 61' 1 Each <br /> Location Quantity Sta. 63+97 (Left) 58' 1 Each <br /> Sta. 67+39 (Left) 61' 1 Each <br /> Sta. 62+74 (Left) 50' 1 Each Sta. 70+49 (Left) 41' 1 Each METAL BEAM GUARD RAIL <br /> Sta. 64+30 (Right) 40' 1 Each Sta. 73+01 (Left) 34' 1 Each <br /> Sta. 64+43 (Left) 72' 1 Each Sta. 73+09 (Left) 34' 1 Each <br /> Sta. 66+05 (Left) 69' 1 Each Sta. 73+11 (Left) 34' 1 Each Location Quantity See Note Below <br /> Sta. 70+55 (Left) 50' 1 Each Sta. 76+10 (Left) 29' 1 Each Existing Surface <br /> Sta. 74+00 (Left) 40' 1 Each Stu. 78+02 (Left) 26' 1 Each Sta. 54+56 to Stu. 54+69 25 L.F. <br /> END SECTION <br /> Stu. 76+00 (Left) 38' 1 Each Sta. 79+10 (Left) 24' 1 Each Sta. 56+00 to Sta. 56+25 (Right) 25 L.F. <br /> Sta. 78+46 (Left) 34' 1 Each Sta. 79+10 (Left) 25' 1 Each Sta. 58+51 to Stu. 58+76 (Left) 25 L.F. Location Quantity <br /> Sta. 82+00 (Left) 28' 1 Each Sta. 82+09 (Left) 20' 1 Each Sta. 62+06 to Sta. 62+18 25 L.F. <br /> Sta. 92+58 Left 1 Each ' <br /> Sta. 86+80 (Left) 25' 1 Each Sta. 82+11 (Left) 20' 1 Each Sta. 92+17 to Sta. 92+42 (Right) 25 L.F. (Left) 0.70 Asphalt <br /> Stu. 87+01 (Right) 22' 1 Each Sta. 88+79 (Left) 25' 1 Each Sta. 92+33 to Sta. 92+58 (Left) 25 L.F. Sta. 94+49 (Right) 1 Each Concrete (Type A).• <br /> Sta. 88+80 (Left) 28' 1 Each Sta. 94+49 to Sta. 94+74 (Right) 25 L.F. Total 2 Each <br /> Total 11 Each <br /> Sta. 88+82 (Left) 28' 1 Each Sta. 94+65 to Stu. 94+90 (Left) 25 L.F. PAVEMENT REPAIR DETAIL <br /> Sta. 89+27 (Left) 33' 1 Each Total 200 LF. <br /> Total 18 Each Note: Width (4' minimum), length <br /> and locations to be determined <br /> by the Engineer. <br /> I <br /> * — Pavement Repair at the conforms of the <br /> California Aqueduct bridges (Nos. 29C-083R&L, j <br /> Sta. 56+00 to Sta. 61+00 ONLY) shall be <br /> 0.80' Asphalt Concrete (Type A). <br /> ADJUST FRAME AND TERMINAL SYSTEM <br /> COVER (MONUMENT) TYPE SRT) <br /> Location Quantity TRAFFIC SIGNAL <br /> Location quantity LOOP DETECTORS <br /> Sta. 63+73 (Right) 120' 1 Each SHOULDER BACKING <br /> Sta. 64+16 (Right) 44' 1 Each Sta. 56+00 (Right) 1 Each Location Quantity <br /> Sta. 64+17 (Left) 9' 1 Each Location Quantity Sta. 92+17 (Right) 1 Each <br /> Sto. 69+00 (Left) 9' 1 Each Sta. 92+33 (Left) 1 Each Schulte Road W/B 10 Loops <br /> Sta. 88+94 (Right) 6' 1 Each Sta. 89+48 to Sta. 126+00 (Left) 152 Tons Sta. 94+74 (Right) 1 Each Sto. 65+42 8 Loops <br /> Sta. 116+31 (Center) 1 Each Sta. 64+35 to Stu. 126+00 (Right) 310 Tons Sta. 94+90 (Left) 1 Each Sta. 94+77 1 Loop <br /> ,_ <br /> Total 6 Each Total 462 Tona Total 5 Each Total 19 Loops <br /> ,y t <br /> bc`I .� ? ). tt t <br /> i <br /> TOTAL <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE i <br /> SAN .JOA UIN SCALE AS SHOWN SUMMARY OF QUANTITIES MOUNTAIN HOUSE PARKWAY RESURFACING SN� SHEETS <br /> COUNTY O F Q C 0 N STR U CTI O N DETAILS (500' south of interstate 580 to 1,100' south of Interstate 205) 7 7 <br /> FILE NAME-1 DRAWERSHEET NO. ACAD REVISIONS DATE <br /> I <br />