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ADJUST MANHOLE FRAMES & COVERS ASPHALT CONCRETE Conform ® E.P. <br /> Location Quantity (Type B) <br /> Sta. 91 +21 (Rt.) 1 Each Location Quantity <br /> Sta. 91 +96 (Lt.) 1 Each Roadway Widening 8 �17 <br /> Sta. 92+54 (Lt.) 1 Each Sta. 95+97 to Sta. 97+00 (Lt.) 16 Tons <br /> Sta. 95+24 (Lt.) 1 Each Sta. 90+37 to Sta. 97+50 (Rt.) 174 Tons <br /> Sta. 95+33 (Lt.) 1 Each Roadway Resurfacing <br /> Total 5 EachSta. 89+20 to Sta. 97+60 240 Tons <br /> Leveling Exist. Width <br /> Sta. 91 +20 to Sta. 95+80 80 Tons 12' Mln. <br /> Intersection <br /> Cardinal Avenue 20 Tons <br /> ADJUST MONUMENT FRAME & COVER Driveways (Type E) 7 Tons 0.30' Asphalt Concrete over shape <br /> Driveways (Type D) 26 Tons and compacted native material. <br /> Location Quantity Total 563 Tons TYPE D <br /> Sta. 91 + 19 1 Each <br /> Sta. 95+38 1 Each <br /> TOTAL 2 Each (S) 4" PREFORMED TRAFFIC STRIPE Conform ® E.P. <br /> Type Quantity T <br /> PLANING ASPHALT Detail 22 1 ,528 L.F. 8' <br /> Detail 276 1 ,400 L.F. <br /> CONCRETE PAVEMENT Detail 38 390 L.F. <br /> Location Quantity Total 3,318 L.F. <br /> Roadway Conform Exist. Width R= Conform to <br /> Sta. 89+20 to Sta. 89+70 89 S.Y. existing radius <br /> Sta. 91 +20 to Sta. 95+11 (Lt.) 232 S.Y. <br /> Sta. 97+25 to Sta. 97+50 189 S.Y. <br /> (S) PREFORMED PAVEMENT MARKINGS Variable depth Asphalt Concrete <br /> Intersection over existing paved driveway. <br /> Cardinal Avenue 45 S.Y. Quantity <br /> Total 460 S.Y. Type TYPE E <br /> No. S.F. <br /> Type VI Arrows 3 126 <br /> Type IV (L) Arrows 2 60 TYPICAL DRIVEWAYS <br /> "STOP" 1 22 <br /> ROADWAY EXCAVATION "RING" 1 21 <br /> "SCHOOL" 1 35 <br /> Location Quantity "SLOW' 1 23 <br /> 45' 1 20 <br /> Sta. 90+37 to Sta. 97+50 89 C.Y. 12" Yellow Line (Crosswalk) 4 230 (` <br /> Cardinal Avenue <br /> Total537 Const . ; " <br /> SHOULDER BACKING 5' 27' �/L-�{ � <br /> I , <br /> Location Quantity (S) PAVEMENT MARKERS (Type G) Existing Surface <br /> Sta. 89+20 to Sta. 97+50 138 Tons 0.08' <br /> Type Quantity I �Ess/M. � <br /> Detail 38 12 Each <br /> T <br /> CAL1E� <br /> Quantity No. 21258 <br /> * Exp. 9-N1-97 <br /> � <br /> DRIVEWAYS Conform <br /> %Y�(F y Existing C.G.&S. <br /> No. Area Grading Plane <br /> Type (S) PAVEMENT MARKERS (Type D) Note: Asphalt Concrete surface <br /> D 3 108 S.Y. Type Quantity not shown for clarity. <br /> E 5 152 S.Y. Detail 22 70 Each <br /> PLANING DETAIL <br /> (S) Designates "Special Items" <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPRO A R COMMENDED DATE SHEET TOTAL <br /> 6D� gam. COUNTY OF SAN JOAQUIN CONSTRUCTION DETAIL AND MAIN STREET WIDENING AT CARDINAL AVENUE NO. SHEETS <br /> 3�/r� C/-e s/,2/9� � � /�/�� , y a�l� SUMMARY OF QUANTITIES (500' West to 200' East of Cardinal) 4 4 <br /> FILE NAME DRAWER SHEET NO. ACAD I I REVISIONS DATE <br /> 45241 :\ponch\adcadd\p\moincard\sumquan <br />