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ADJUST MANHOLE ASPHALT CONCRETE 12" DIA. ALTERNATIVE STORM <br /> FRAMES and COVERS (Type B) SEWER PIPE (Type A <br /> Location Quantity Location Quantity Location Quantity <br /> Sta. 13+19 Rt. 1 Each Roadway <br /> Sta. 13+10 to Sta. 13+33 20 L.F.Sto. 16+59 Rt. 1 Each Sta. 9+97 To Sta. 19+60 1 ,622 Tons (M.H) (S.D.I.) <br /> Se. -24"+;STZ - �___,_ Sta. 20+10 to Sta. 29+70 1 ,609 Tons Sta. 29+34 to Sta. 29+73 52 L.F. <br /> Sta. 21 +53 q 1 Each Roadway Total 3,231 Tons (M.H) (S.D.1.) <br /> Sta. 24+94 Rt. 1 Each Total 72 L.F. <br /> Sta. 24+96 Z 1 Each Intersections <br /> Sta. 26+36 Rt. 1 Each Mendocino Ave 145 Tons <br /> Sta. 28+04 Q- 1 Each Sonoma Ave 120 Tons <br /> Sta. 29+34 Rt. 1 Each Clement Ave 350 Tons <br /> Sfa- 78 +08 Rt Total Ift. 9 Each Euclid Ave 146 Tons <br /> Princeton Ave 58 Tons <br /> Intersection Total 819 Tons MINOR CONCRETE <br /> Dike 5 Tons <br /> Driveways 30 Tons (Curb, Gutter & Sidewalk) <br /> Total 4,085 Tons Location Quantity <br /> RELOCATE MANHOLE Sta. 10+26f to Mendocino Ave Rt. 275 L.F. <br /> FRAME AND COVER Sta. 13+33 Lt. L.F. <br /> Sta. 14+76t to Sonoma Ave Rt. 1555 L.F. <br /> Location Quantity Sonoma Ave to Alpine Ave Rt. 321 L.F. <br /> Sta. 18+12f to Sta. 18+91t Lt. 79 L.F. <br /> Sta. 13+10 Lt. 1 Each PLACE ASPHALT CONCRETE Clement Ave to Sta. 25+05 Rt. 167 L.F. <br /> DIKE (Type A (High Dike Euclid Ave to Princeton Ave Rt. 295 L.F. <br /> Location Quantity Total 1 ,298 L.F. <br /> Sta. 25+05 to Euclid Ave Rt. 165 L.F. <br /> ROADWAY EXCAVATION Sta. 29+73 (S.D.I.) Rt. 5 L.F. <br /> Total 170 L.F. <br /> Location Quantity <br /> Roadway <br /> Sta. 9+97 To Sta. 19+60 1 ,533 C.Y. MINOR CONCRETE (Driveways) <br /> Sta. 20+10 to Sta. 29+70 1 ,419 C.Y. <br /> Roadway Total 2,952 C.Y. Location Quantity <br /> Intersections 9 project Mendocino Ave 121 C.Y. * STORM DRAIN INLET 2 sites throughout ro ect 18 S.Y. <br /> Sonoma Ave 121 C.Y. (Type A) <br /> Clement Ave 322 C.Y. <br /> Euclid Ave 112 C.Y. Location Quantity <br /> Princeton Ave 26 C.Y. Sta. 13+33 Lt. 1 Each <br /> Intersection Total 702 C.Y. Sta. 29+73 Rt. 1 Each <br /> Total 3,654 C.Y. $1q. 12+9?-36' fit Total I Ear. Each FRAMES AND GRATES <br /> 3 c.r-.o so S.D.I. <br /> Location Quantity <br /> Sta. 12+85 Rt. 1 Each <br /> Sta. 13+33 Lt. 1 Each <br /> DRIVEWAYS (Type D) STORM DRAIN INLET Sta. 16+59 Rt. 1 Each <br /> Sta. 23+50 Rt. 1 Each <br /> Location Quantity (Type B Sta. 29+73 Rt. 1 Each <br /> Location Quantity Total 5 Each <br /> 7 sites throughout 119 C.Y. <br /> project Ste. 12 1 86--PR r z� <br /> C. C.o. »i <br /> CLASS 2 AGGREGATE MANHOLE (Storm Sewer) ALLOWABLE ALTERNATIVE <br /> BASE Location Quantity PIPE (Type A <br /> Location Quantity 51-a• I3+ I9 " 27' Rt. I Each Class V R.C.P., Class V A.C.P. <br /> Sta. 113++@- -t*.- 1 Each <br /> Lt <br /> Sta. 16+00 to Sta. 19+00 140 C.Y. I4-44 2 Each c.c.0.1 <br /> Sonoma Ave 32 C.Y. RECORD D <br /> a AW I N <br /> Total 172 C.Y. * Denotes Miscellaneous Facilities `+�( �+., �+ ( drr1�U Z <br /> o • Denotes Miscellaneous Metal <br /> x <br /> Lisle of 131 "92- - o <br /> Any Person Using This Drawing ShoW Vwify z <br /> Ali 4n*mahon IN Inspecbng The SdeOf tock <br /> 0 DRAWN BY DATE SHEET TOTAL <br /> ��3�91 PROJECT ENGINEER DATE CHECKE SATE SUBMITTED DATE APPROVED ,DATE COUNTY OF SAN JOAQUIN TYPICAL SECTION PROJECT WISCONSIN AVENUE RECONSTRUCTION No. SHEETS m <br /> 7/3J3� �3/9i 7�?asuuCnid '/B/ei 19�f� PLAN & CONST. NOTES River Drive to Kirk Avenue 8 10 <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> D:\wisconsi\sheet10 <br /> ;V- 640 <br />