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PAVEMENT REPAIR ASPHALT CONCRETE (TYPE A) EP conform at E.P. <br /> 15 LOCATIONS —2alL S.Y. Location Quantity --- <br /> �� 8' <br /> Mainline 4,891 Tons <br /> Intersection 324 Tons Conform <br /> PLANING ASPHALT <br /> Driveways 628 Tons Existin Width <br /> CONCRETE PAVEMENT Pavement Repair 102 Tons 12' Minimum <br /> Total 5,945 Tons �Q <br /> Location Quantity .30' Asphalt Concrete over shaped <br /> Stu. 488+80 to Sta. 489+30 178 S.Y. and compacted native material.PAVEMENT REINFORCING <br /> Sta. 490+57 to Sta. 500+80 455 S.Y. <br /> Sta. 583+50 to Sta. 584+00 178 S.Y. FABRIC <br /> 67 S.Y. Conform at E.P. <br /> Ad Art Road 144 S.Y. __�EP_ <br /> Hubbard Avenue Location Quantity ---- <br /> 8* <br /> Cherryland Avenue (south) 67 S.Y. R R <br /> a Cherryland Avenue (north) 67 S.Y. Sta. 489+30 to Sta. 583+50 25,120 S.Y. �— <br /> Tina Place Ad Ark Road *511+50 =10' (Lt.) <br /> � 67 S.Y. 532 S.Y. * Conform <br /> o Overhiser Road 43 S.Y. 512+75 =10' (Rt.) <br /> $ Wilmarth Road 55 S.Y. Total 25,652 S.Y. *517+85 = 2' (Rt.) Existin width R = Conform to <br /> *549+58 =10' Lt.) 12' Minimum Existing Radii. <br /> Total 1,321 S.Y. *578+70 =15' Lt.) TYPE E <br /> PLACE SURVEY MONUMENT Variable depth Asphalt Concrete <br /> nE AND COVER FRAMover existing e g paved driveway. <br /> SHOULDER BACKING dation <br /> QuantTYPICAL DRIVEWAY DETAI <br /> ,e <br /> Location Sta. 573+30 1 Each <br /> ` Quantity Sta. 582+45 1 Each —Standard frame and <br /> °'" �`" `` ➢ia. nr Sq. cover assembly <br /> a= Sta. 499+00 to Sta. 584+00521 Tons Total 2 Each (Refer to SJCO Std. <br /> Dwg. CW—M1.) <br /> C <br /> , Existing See Note Below <br /> v Surface 8" A.C. Overlay <br /> DRIVEWAYS - — - - - <br /> an P.C.C. 3, , 6" Exist. Roadway <br /> y <br /> Type <br /> NO. AfOO 0.75' Asphalt Concrete Undisturbed Su% monuments <br /> Q D basement soil — 3it4 • x30" iron pin <br /> ,s 957 S.Y. PAVEMENT REPAIR DETAI with ie installed <br /> moths <br /> E 73 3,857 S.Y. (To be installed by others) <br /> .Note: Width (4' minimum), length and locations <br /> to be determined by the Engineer. SURVEY MONUMENT DETAIL <br /> COUNTY OF SAN JOAQUIN NO SCALE �y� CONSTRUCTION OF CHEROKEE ROAD RESURFACING Sheet No. <br /> (State Highway Route 99 to Lagorio Road) 9 of 9 <br /> DRANK BY DATE PRQECT ENtlItEER DATE OHID*11 DATE WNTO DATE DA <br /> f{G Pa_ C�nrraP '�v/vu S v/ ..,._ . .I _.a jAJ,. . ,.i_ <br />