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CLEAN EXISTING ADJUST MAINTENANCE HOLE SHOULDER BACKING <br /> DRAINAGE FACILITIES FRAME AND COVER Location Quantity <br /> Location Quantity Location Quantity REPORT AVENUE <br /> REPORT AVENUE REPORT AVENUE Stu. 00+00 to Sta. 28+30 201 Tons <br /> Sta. 00+60 Lt Sta. 20+95 Lt. Sta. 06+00t ( 9' Rt.) 1 Each SIERRA LANE 0 <br /> Sta. O1+70 LL Leftl Sta. 21+50 Lt. Sta. 06+101 ( 1' Rt.) 1 Each <br /> Sia. 02+45 Lt. Sta. 21+80 Lt. Total 201 Tons <br /> Sta. 02+70 Lt. Stu. 10+271 ( 7' Rt.) 1 Each <br /> Sta. 03+30 Lt Sta. 03+33 Rt. Sta. 10+303 ( CL ) 1 Each <br /> Sta. 05+02 Lt Sta. 07+50 Rt. Sta. 14+351 ( CL ) 1 Each DRIVEWAYS <br /> Sta. 07+05 Lt. Sta. 09+10 Rt. Sta. 14+663 ( T Rt.) 1 Each <br /> Left Sta. 07+20 Lt. Sto. 09+75 Rt. Sta. 18+613 ( CL ) 1 Each REPORT AVENUE _- <br /> Sta. 07+67 Lt. Sta. 10+50 Rt. Sta. 18+633 ( 4' RL) 1 Each - <br /> Sta. 07+85 Lt. Right Sta. 11+32 Rt. Sta. 22+333 ( 7' Rt.) 1 Each TyP! Quantl <br /> Sta. 08+12 Lt. Stu. 11+75 Rt. NO. Area <br /> Sta. 08+32 Lt. Sta. 12+32 Rt. Sto. 22+803 ( CL ) 1 Each <br /> Sta. 10+70 Lt. Sta. 13+75 Rt Sta.Sta. 23+353 ( CL ) 1 Each D 7 112 S.Y. <br /> Sta. 11+05 Lt. Stu. 17+21 Rt. Sta. 24+003 ( 6' Rt.) 1 Each E 24 992 S.Y. <br /> Sta. 16+60 Lt. Sta. 17+45 Rt. Sta. 24+873 ( CL ) 1 Each SIERRA LANE p h <br /> Sta. 17+00 Lt. Sta. 26+203 ( CL ) 1 Each <br /> m Sta. 20+70 Lt. Sta. 28+203 ( 10' Rt.) 1 Each •-' <br /> SIERRA LANE 0 SIERRA LANE ASPHALT CONCRETE (TYPE A) <br /> Sta. 3+123 ( 7' Lt. ) 1 Each <br /> nSta. 4+203 ( CL ) 1 Each Location Quantity <br /> PAVEMENT REPAIR Sta. 6+513 ( 3' Lt ) 1 Each <br /> a REPORT AVENUE ` \ <br /> NLocation Quantity Total 18 Each Mainline 1,114 Tons <br /> c REPORT AVENUE <br /> m 5 Locations 550 S.Y. ASPHALT CONCRETE TYPE B <br /> SIERRA LANE o 12" DIA. CORRUGATED STEEL PIPE ( ) <br /> o m 0.079" THICK Location Quantity <br /> PLANING ASPHALT Location Quant REPORT AVENUE <br /> m Intersection 31 Tons <br /> CONCRETE PAVEMENT REPORT AVENUE Driveways 112 Tone <br /> Location Pavement Repair 184 Tons <br /> Quantity Sta. 03+133 (16'3 Lt.) 5 L.f. Leveling 21 Tons <br /> REPORT AVENUE Sta. 03+703 (16'3 Rt.) 5 L.f. SIERRA LANE (mainline) <br /> Sta. 28+10 to Sto. 28+30 62 S.Y. Sta. 05+043 (16'3 Rt.) 5 L.f. Sta. 01+10 to Sta. 06+02 221 Tons <br /> n ^ <br /> Intersection ® Harding Way 42 S.Y. Sto. 08+403 (16'3 Rt.) 5 L.f. Total 569 Tons <br /> v 1 ntersection O Francis Street 44 S.Y. Sta. 08+703 (16'3 Rt.) 5 Lf. <br /> Intersection a John Street 44 S.Y. Sta. 12+903 (16'3 Rt.) 5 L.f. <br /> Intersection Lewis Avenue 44 S.Y. PAVEMENT REINFORCING FABRIC <br /> Planing Alongg Conc. Gutter Sta. 13+673 (16'3 Lt.) 5 Lf. <br /> wr Sta. 24+84 to Sta. 28+10 217 S.Y. Sta. 14+213 (16'3 Lt.) 5 L.f. <br /> SIERRA LANE Sta. 15+303 (16'3 Rt.) 5 Lf. Location Quantity <br /> Q o <br /> f Stu. 06++60 to Stu. 06+52 219 S.Y.+85 89 S.Y. Sta. 15+603 (16'3 Rt.) 5 L.f. <br /> Stu. 0 <br /> Sta. 23+883 (16'3 Rt.) 5 L.f. REPORT AVENUE <br /> a <br /> F Planing Along <br /> to Sta. 06ng Conc. Gutter Sta. 24+203 (16'3 Rt.) 5 L.f. Sto. 00+00 to Sta. 28+10 7,111 S.Y. <br /> Chor Sta. 00+85 to Sto. 06+27 723 S.Y. SIERRA LANE 0 SIERRA LANE ,205 S.Y. <br /> m Sta. 00+85 to Sta. 06+27 <br /> i Total 1,484 S.Y. Total 80 Lf. Total 1 1,316 S.Y. <br /> 0 <br /> COUNTY OF SAN JOAQUINNQ SCALE SUMARY OF QUANTITIES I REPORT AVENUE & SIERRA LANE RESURFACING I Sheet No. <br /> (South End to Waterloo Rd. & Waterloo Rd. to Cherokee Rd.) 7 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE APPROVAL C MMENDED DATE <br /> � P oiio4 Vv c s9 <br />