Laserfiche WebLink
PAVEMENT REPAIR DRIVEWAYS TYPED PAVEMENT REINFORCING FABRIC <br /> Location Quantity Location Quantity Location Quantity <br /> oc <br /> Hewitt Road 41 Lations 492 SY Campbell Avenue <br /> 33 Locations Throughout Project 1,603 SY Sto 10+42 to Sta 63+05 Tota10,526 SY <br /> l 10,526 SY <br /> DRIVEWAYS TYPE E <br /> PLANING ASPHALT CONCRETE PAVEMENT Location Quantity <br /> Location Quantity 16 Locations 3t5 SY PLACE MONUMENT FRAMES AND COVERS <br /> State Highway Rt 4 Conform Location Quantity <br /> Sta 10+20 to Sta 10+70 216 SY Hewitt Road <br /> Hewitt Road at Copperopolis Road Conform PENETRATION TREATMENT Sta 34+46 1 Each <br /> Sta 168+47 to Sta 168+87 173 SY Sta 61+23 (1' Lt) 1 Each <br /> Hewitt Road — Minor Structure Location Quantity Sta 87+78 1 Each <br /> Sta 89+00 to Sto 89+18 37 SY 8 Locations Throughout Project 410 SY Sto 114+59 1 Each <br /> Campbell Ave. at Lone Tree Road Conform Total 410 SY Sta 140+93 (1.5' Rt) 1 Each <br /> Sta 10+12 to Sta 10+42 204 SY Sto 160+78 (14' Rt) 1 Each <br /> Campbell Ave. at Edwards Avenue Conform Total 6 Each <br /> Sto 63+05 to Sto 63+30 184 SY ASPHALT CONCRETE (TYPE B) _ <br /> � Total 814 SY Location Quantity <br /> Hewitt Road <br /> Mainline Resurfacing <br /> g Sta 10+20 to Sto 39+48 <br /> i Sta 42+34 to Sta 86+75 <br /> Sta 90+54 to Sta 168+27 6,040 Tons <br /> ADJUST MONUMENT FRAME AND COVER <br /> x s AC Transitions <br /> g Location Quantity Sta 10+20 to Sto 11+20 <br /> -. Campbell Avenue Sta 39+48 to Sta 40+48 <br /> i m Sta 36+63 1 Each Sta 41+34 to Sto 42+34 <br /> Sta 86+75 to Sta 89+00 <br /> Total 1 Each Sto 89+00 to Sta 89+14 <br /> m Sta 89+18 to Sto 90+78 <br /> Sta 168+27 to Sta 168+87 223 Tons <br /> SHOULDER BACKING Pavement Repair <br /> 33 Locations Throughout Project 427 Tons <br /> a Location Quantity Driveways (Types D & E) <br /> Hewitt Road 2965 41 Locations Throughout Project 96 Tons <br /> = Sto 10+20 to Sta 167+87 t,= Tons Campbell Avenue <br /> �Y Campbell Avenue Mainline Resurfacing <br /> Sta 10+12 to Sto 63+30 761�4;14 Tons Sto 10+72 to Sto 62+80 1,620 Tons <br /> Total 2M" Tons AC Transitions <br /> Sto 10+12 to Sto 10+72 _ <br /> u, 36.7D Sto 62+80 to ota 63+30 52 Tons T—��^^++f� t� R-1 <br /> '1 1 <br /> o Driveways (Types D & E) R is C� i s i.•o D i'iii d V i I V G <br /> 16 Locations Throughout Project 32 Tons Correc±ion_ ry /7i. 9 V19 L LhJ GA <br /> iPaved Shoulder 117 Tons Na Chnaa=s Dy <br /> M Total 8,607 Tons Oa e^7 OE off' <br /> r As } Fc- n Ucin, :^ g S. „id Vs,ify <br /> m AIS I •;.. wr x3 T.re S:,e Of Work <br /> z <br /> COUNTY OF SAN JOA UIN NO SCALE SUMMARY OF QUANTITIES HEWITT ROAD AND Sleet <br /> of 7 <br /> Q CAMPBELL AVENUE RESURFACING <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL ECOMMENDED DATE <br /> D. Gombini 9/07 .T ///if /• ksr^—� r `f•7 �O ��/ <br />