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L units of Clearing Grubbing <br /> W;aYh refer to chart he/go, / <br /> Protect Street <br /> Shoulder Defoi/ Shou/d« Djp>ail <br /> with Curb �` Gut ter without Curb � Gutter Conform to E.R ` <br /> ® S/carry Seo/ <br /> (ryPic%J � <br /> T YP/CAL SEC r/ON <br /> No Seale <br /> See Note <br /> Be%w Non Pro��ct Street <br /> 0 SO A•C. No Seale <br /> W rE width, /engfh and location to be <br /> detrrirrined by the engineer • GENERAL NO TES <br /> PAV4C4ACNr REPAIR 0ETA/LS /. iYlo;ntaininy Traffjb - Sfreels may be closed slalrey Seo/ <br /> No Scale app/,cation for a inaxlwaw trine of ¢ hours, heAvever, sirPAts may <br /> rot he closed Simultaneously that will inconvenience an entire area. <br /> STREET IAV TS JV/OTf/ LENGTH AREA 017e week prior to the start of wo,-k, the contractor shall AalwiJh fv <br /> NAME to the eny/weer a schea'a/e showly pr000sed sfreel c%saes <br /> Ade/herl Ave. Stale Highway � to Section 40; 2, 439 i2, //6 � Y on each hall-daJr ho ris• No work shall commence ant// fhis <br /> schedale is aoProved by the engineer <br /> Brown Ln. Adelherl Ave to Sinclair 321 576 2, 048 5•Y <br /> 2• As hall Cal7erele Leve/in If r uired rior to s/urr Seo% <br /> Dole St Section to Wagner 32 B 6?, 3, 55.5 S. Y P 9 - e9 P y <br /> m Drake Ave• Olive to Section 52,-.331 2, 520 , 9, 068 S. Y shot/ be os d/rected by the engineer. Poyment for furnishiny and <br /> Z fourlh St Drake to east end 32 3,345 ✓/, 8 99 S. Y placing Aspho/t Concrete Leveling shol/ be by Item 'y`/, Force Account <br /> Olive St• State Highway ¢ to Section �2 - 404 2, 6/3 /O, 080 S Y 3, Al/ intersection rodii within pro•ject limits sho// be slurry seal <br /> m Section Ave Oroke to east end 40'-01 31 6551 /6, 394 S Y tooted to /!o of existing curb and gutter: <br /> Sinclair Av Stele H;yhwey ¢ to nor/h end 40 , 2, 950, /9, 42/ I Y <br /> Six/h St. Olive to Sine/air 32 /, 32247 700 S.Y. CONSrRZICT/0N NOTES <br /> Third St. 5/17Clair to east and 311E /, 3/8 4, 686 S. Y <br /> Warner Ave. Fourth 9t. to end 32, /„238' .S 0/O SY PIMEMENT REP41,? /,233 S. Y <br /> SL URRY SEA/- -92, 9// S• Y <br /> m Toto/ 22,8¢3 9?, 9/.r SY ASPHALT CONCRETE 4/8 Ton <br /> NorE' The S• Y quantifies shown includes intersecfiar7 rod�i (TfrPE B) <br /> COUNTY OF SAN JOAQUIN SCALE: NONE TYP/CAL SECT/ON CONST ROAD D/STR/CT 3 Sheet <br /> z <br /> A/O TES AND 04CM/LS SLURRY SEAL /983 <br /> Drawn By Dofs Project Engineer Dafe Checked By Dofe Approval Recommended By Date Deputy Director Date <br />