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Limits off' Cleoring Grubbing Width (Refer to chart be/ow) 1' /Slurry Seal -- - - Project Street Non-Project Street Existing Roadway — Shoulder Detoi/ Shoulder Detail q) with Curb 4' Gutter without Curb 4� Gutter Confbrm to E.P TYPICAL .SECTION (Typicol) a ® slurry Seal No Scole See Note - - - - -- Below — Non - Project Street — — — — INTERSECTION DETAILS 0.50'Aspholt Concrete No Sco% Note: Width, length and location to be determined by the Engineer GENERAL NOTES PAVEMENT REPAIR DETAILS Sco No Sco% /. Maintoinin4 Trorfic — Streets may be closed during slurry seol opplicotion far o moximum time oft 4 hours, however, streets may not be closed simultaneously that will inconvenience on entire oreo. One week prior to the stort of work, Me contractor shot/ furnish to the STREET NAME L /M/TS WIDTH LENGTH AREA engineer o schedule showing proposed street closures on each holt- o doy basis. No work shot/ commence until this schedule is opproved F Lincoln Rood City Limit to Coron Ave. 30' 6 /7' 2,083 S.Y. by the engineer. UJ V oree/y Way Pershing Ave. to Lincoln Rd. 34' 952' 3,701 S.Y. Stanton Woy Vicksburg P/. to Gettysburg Pl. 28' 1,263' 4,033 S.Y. 2. Asphalt Concrete Leve/inq — I{' required prior to slurry seal, sholl Comeron Woy H1128' 1,244' 3,974 S.Y. be directed by the engineer. Poyment for furnishing and placing Se word Woy " " 28' /,242' 3,968 S.Y. Aspho/t Concrete Leveling sholl be by Item *l, Force Account. w Mc Cellan Woy " 28' / 256' 4,012 5.Y. Q p Benjamin Holt Dr Leesburg P/. to Pacific Ave . 48' 2,943' 15, 748 S.Y. 3. All intersection rodii within project limits ShoH be slurry seal t7� 5heridon Woy Vicksburg Pl. to Gettysburg P/. 28' 1,337' 4,264 S.Y. tooted to /ip of existing curb and gutter. Rutledge Woy It " 28' /,406' 4,478 S.Y. Calhoun Woy It " 28' 1,478' 4,702 S.Y. Leesburg Ploce Doug/os Rd. to Senjomin Holt Dr. 34' /, 238' 4,781 S.Y. CONSTRUCTION NOTES Pershing Ave. 11 54' 1, 210' 7364 S.Y. PAVEMENT REPAIR 300 S.Y. Vicksburg Place City Limit to Gree/y Woy 34' 2, 669' 10, 344 S.Y. ¢ Total /8855' 73452 S , , . Y. SLURRY SEAL 73,452 S.Y. Z ASPHALT CONCRETE /00 Ton wNote : The S. Y. quantifies shown includes intersection rodii. ( TYPE B) J iL et No. COUNTY OF SAN JOAQUIN TYP/CAND CONSTRUCTIOAL SECTION, N DETAILS LS NOTES SLURR SEAL 1983 2D DISTRICT 2 8 of Z Pro ect En ineer Oate Checked B Data Assoclate En ineer Date A a Recomme ded B Date (le(-f 1618-3 G�83 S. 6/83 r/