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i <br /> CLEARING E GRUBBING ASPHAL T CONCRETE Edison St. <br /> Conform at Co#for," to E.P. <br /> f/N/SH/NC ROADWAY (TYPE B� end o! rodiw --- <br /> LOCATION QUANT/T Y OCAT/ON QUANTITY <br /> Conform to conform to o Conform to <br /> NORTHLAND RD. NORTHLAND RD. /020 Tons exist rod, 4w exist rod iw exist. radar c <br /> Sto. 0+00 to 5ta. 29+ 75 / L. S. GRANT AVE /Zf Tons <br /> o%P c`y <br /> GRANT AVE. LINCOLN AVG. 235 Tons - - - <br /> Sta. f,,10 <br /> -- - - <br /> Sta. ft/O to Sm. l/+ff S. DR/I/.EWAYS conform Jo E.P. <br /> L INCOL N AV,E. North/and Rd. 60 Toms Northland Rd. Aiomedo St. <br /> Sta.1'+140 to Sta.18r2f / L. S. Grant Ave. 35 yons <br /> L/nco/n Ave. 40 Tons Northland Rd. 4 brant Ave. I Grant Ave. 4 <br /> Tota/ A. C. 1515 Tons Schafer Ave. Alameda St. Edison St. <br /> EARTHWORK (ROADWAY A99re9ates /440 Tons <br /> WIDENING) ( TYPEZ) Pov/n Aspbalt 75 Tons <br /> Z OCAT/ON QUANT/T Y Conform to Con�a,,ty A 6. <br /> o exist rodlw i <br /> NORTHLAND RD. Conform /o <br /> Sla. o►oO to V& 29+75 29.75 seta. ASPHALT CONCRETE ex.:rt rad:�s -��) ' 'Q moo• - - - <br /> Edison St. <br /> GRANT AVE. (LL�"VEL/NG ) -- - - <br /> Std.fela to Sta. /l+11" 6.-Of Sta. Conform to .E.J o <br /> LINCOLN AVE. LINCOLN AVE. l 95 Ions Alameda St. <br /> Sta.fr/O to Std. l8r2f /3.11" ,Sia. 6RAN7 AVE. l0 Tons <br /> ! i J <br /> Tota/ 4 9 .35 Sta. Total 2 0 5 Tons <br /> Li�m I Alameda St Lince_ve- i Edison St. <br /> DRIVEWAYS (TYPE D) LEGEND <br /> QUANT/TY ® Var. dep/h A.C. <br /> LOCATION No. S. r. INTERSECTION DETAILS o resurf0. .c. <br /> NORTHLAND RD. 29 760 AS BUILT ® 0.1Z'A. novel- <br /> GRANT AVE. / 9 450 No Scale <br /> steeped, Conpocted, <br /> LINCOLN AYE. 214 470 �GRa CT�c NS sy Conform fo .E.P. Native. <br /> Tota/ 69 /680 NO CHANGES <br /> b <br /> BATE <br /> ORI VE WAY DETAIL <br /> Type O = 0. 12' A.C. over graded t compacted native <br /> C wateriot, or Var; depth A.C. over exist A. C. <br /> No Scale <br /> COUNTY OF SAN JOAQUIN SCALE: AS NOTED CONSTRUCTION RD. DIST. V RESURFACING E Sheet No. <br /> +� NO TES t PVA/LS RECONS TRUC T/ON 197d- 77 (pH. III) 9 of 9 <br /> Project Engineer Date Checked By Dote Aeeociate Engineer] Date lAporoval Ruommended Date�4f� /r <br />