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PAVEMENT REPAIR ADJUST FRAMES AND COVERS RETROFIT CURB RAMP PAVEMENT REINFORCING FABRIC <br /> Location Quantity AND FRAME AND GRATE DETECTABLE WARNING SURFACE Location Quantity <br /> PORTOLA AVENUE Location Quantity Location Quantity PORTOLA AVENUE <br /> (1 Location) 2 SY STORM DRAIN MAINTENANCE HOLES ARROYO WAY/SANTA ROSA WAY Ste 10+27 to Ste 23+15 2,129 SY <br /> SANTA ROSA WAY PORTOLA AVENUE NE Corner (Existing Romp) 1 Each SAN LUIS WAY <br /> Ste 11+521 (CL) 1 Each SE Corner (Existing Ramp) 1 Each Ste 10+15 to Ste 18+87 1 ,461 SY <br /> (4 Locations) 134 SY ARROYO Westside (Existing Ramp) 1 Each <br /> WAY <br /> TOTAL 136 SYSANTA ROSA WAY <br /> Ste 22+221 (CL) 1 Each TOTAL 3 Each <br /> PLANING ASPHALT SSte 25+02±te 27+951 1' (CL) 1 Each Ste 10+16 to Ste 18+89 1,464 SY <br /> (Lt) 1 Each <br /> Ste 19+19 to Ste 21 +25 372 SY CONCRETE PAVEMENT SANITARY SEWER M.AlNTENeuGE ASPHALT CONCRETE (TYPE B)HOLES SAN GABRIEL WAY <br /> Location Quantity SANTA ROSA WAY <br /> Location Quantity Ste 10+16 to Ste 18+91 1,662 SY PORTOLA AVENUE Ste 20+501 1' (Rt) 1 Each PORTOLA AVENUE <br /> Mainline 232 Tons ARROYO WAY <br /> Conform 27 Planing Area 200 Tons Ste 20+18 to Ste 30+67 2,020 SY <br /> Ste 10+02 to Ste 10+'� 167 SY ARROYO WAY Pavement Repair 1 Tons <br /> Ste �+95 to Ste 23+40 167 SY Ste 20+731 11 ' (Lt) 1 Each SAN PABLO WAY <br /> Planin923 GS Ste 23+581 8' (Lt) 1 Each SAN LUIS WAY Ste 13+09 to Ste 23+88 1 ,994 SY <br /> Ste 10+29 to Ste 2111 2,069 SY Ste 26+391 11 ' (Lt) 1 Each Mainline 166 Tons <br /> 02 23 .4v Ste 29+441 11' (Lt) 1 Each Planing Area 132 Tons TOTAL 11,102 SY <br /> SAN LUIS WAY Misc Area 1 ion <br /> Planing WATER VALVES MINOR CONCRETE <br /> D Ste 10+15 to Ste 18+87 1 ,584 SY PORTOLA WAY SANTA ROSA WAY (CURB, GUTTER & SIDEWALK) <br /> O Ste 10+10± 14' (Lt) 1 Each Mainline <br /> SANTA ROSA WAY 204 Tons <br /> Ste 10+13± 13' (Lt) 1 Each Planing Area 174 Tons Location Quantity <br /> m Conform 25' Ste 10+16± 14' Lt 1 Each Pavement Repair 45 Tons SAN LUIS WAY <br /> z <br /> Ste 21 +88 to Ste 21 +50 167 SY ( ) <br /> s Misc Area 1 Ton <br /> s Planing 90 Ste(119+26± 12' (Lt) 1 Each Ste 18+06 to Ste 18+ 10 (Rt) 4 LF <br /> Ste 10+16 to Ste 18+✓� 1 ,587 SY Ste 19+361 8' (Lt) 1 Each SAN GABRIEL WAY Ste 18+26 to Ste 18+30 (Rt) 4 LF <br /> Ste 19+39 to Ste 21 +90 339 SY Ste 22+08± 7.5' (Lt) 1 Each <br /> 20 SD Mainline 188 Tons <br /> SAN GABRIEL WAY SANTA ROSA WAY Planing Area 133 Tons SANTA ROSA WAY <br /> Ste 10+24 to Ste 10+30 (Rt) 6 LF <br /> Planing Ste 17+88± 10' (Lt) 1 Each ARROYO WAY Ste 13+47 to Ste 13+51 (Lt) 4 LF <br /> Ste 10+16 to Ste 18+91 1 ,590 SY Ste 20+62± 10' (Lt) 1 Each Mainline 224 Tons Ste 13+ to Ste 13+91 (Lt) 12$ LF <br /> Planing Area 152 Tons Ste <br /> �r-^^ 5+99 <br /> ARROYO WAY ARROYO WAY Misc Area 1 Ton `S 1S}7s Ste 15+90.50tDto+Q LZ -l-93 ") <br /> ( ) <br /> (Rt) 9 LF <br /> vJ Conform /B Ste 20+84± 11 ' Lt ` 8 LF <br /> Ste 19+93 to Ste 20+45 178 SY 1 Each ARROYO WAY <br /> laning <br /> Ste 23+67± 11 ' (Lt) SAN PABLO WAY <br /> P 1 Each s <br /> Mainline 221 TonSte 29+26 to Ste 29+38 (Rt) 12 LF <br /> � Ste 26+531 8' (Lt) 1 Each <br /> Ste ffi+rl� to Ste 30+67 1,640 5Y Planing Area 150 Tons SAN PABLO WAY <br /> l9 ya Ste 29+33± 8' (Lt) 1 Each 9 <br /> a Misc Area 1 Tons Ste 23+16 to Ste 23+49 (Rt) 33 LF <br /> E SANnPABLO WAY form STORM DRAIN INLETS <br /> n Ste 12+84 to Ste 13+" 167 SY SANTA ROSA WAY — <br /> r Planing Ste 10+27 (Rt) 1 Each SAhI Sn wA <br /> M Ste %3+34 to Ste 23+88 1,630 SY Corrections Bir /+� h - Vial E/JC/i4 _ 00+C-8 -b -moi 29t1� [Lk a LF <br /> z /2 84 TOTAL 22 Each No Changes Ey <br /> 0 <br /> TOTAL 11,285 SY Dale /- d5 - d J{n 204 1-2 {- s-(q -,v+2? (L4;) C Lr <br /> Any Person Using 1 his Drawing Should Verify S4q 21+74 32 L.F <br /> e: 7'oTsrL 139 LP <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES COLONIAL HEIGHTS RESURFACING, PHASE 4 Sheet No. <br /> (NWM WAY, P01MIA IME, SW GOVE1 WAY, SAN LL6 W1Y, SMI PMW W1Y d SWIA RM WMY) 6 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL MMENDED DATE <br /> RECO <br />