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4' Min. <br />See Note Below <br />Existing <br />Surface <br />ncrete <br />Note: Width (4' minimum). <br />Approximate dimensions used for estimating purposes <br />ore available upon request. Dimensions and locations <br />are subject to change at Engineer's discretion. <br />PAVEMENT REPAIR DETAIL <br />t <br />S.D.I. Co s. <br />23' 22' <br />S.D.I. Grate 12' 12' <br />(Eley.=91.40) R & D Exist. <br />S.D.I. & S.D.I. Grote <br />5'x5' A.C. Apron 12"0 C.M.P. Existing Roadway I Elev. = 91.00- <br />A.C. (Misc. Areas) <br />0.30' thick <br />Place 18"0 <br />S.D.I. (Typ.) I I - - _ 7 <br />o =� <br />6"0 Drain <br />Hole (Typ.) <br />S =Level <br />N a <br />~ 12"0 Corrugated Steel <br />6" (Min.) 1-1/2"x34" Pipe (0.079" Thick) <br />24" Clean Crushed Rock <br />under S.D.I. (Typ.) <br />q <br />S.D.I. <br />i <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS BANTA AREA STREETS RESURFACING Sheet No. <br />(F Street, Sixth Street, Seventh Street, Stoneridge Drive. & Rocky Point Court) 7 of 8 <br />DRAWN BY DATE PROJECT ENGINEER DATEC ECK� DATE APPROVAL RECOMMENDED DATE <br />hent �2i ocoS <br />0 <br />STOR�A DRAIN INLET EQUALIZER DETAIL <br />Sta. 11 +97 (Sixth Stre--t) <br />Asphalt Concrete <br />Note: Equalizers to be installed prior to overlay. <br />(Miscellaneous Areas) <br />714/1(7 <br />Assumed Elevation _ 91.54 (Exist SD1 Grote) <br />0 <br />N <br />0.30' A.C. r Exist. Surface <br />O <br />m <br />O <br />srn <br />r <br />z <br />6" 6" <br />0.30' Asphalt Concrete over <br />shaped and compacted native —Variableexis npth paved alt Co a rete <br />Conform Q E.P. Conform @ E.P. 9 P y <br />m <br />EP <br />EP <br />-I -I t l-1 <br />I-I-I-� <br />Structure Backfill <br />-I-I I I I -I -I I I I I -I -I I -I <br />1:1-I--I-I-I- I -I I -I I -I- TIT!- I -1-i-IT <br />I I -I I I...I I -i I <br />I I R R <br />a <br />10 <br />'. <br />(95% Relative <br />-I-I I -I -I -I -I -I -I -I -I -I I -I -I -I <br />iii -J1 <br />-I-I-I-I-I-I-I-I-1- <br />I 1:1 • <br />4;q- <br />4 <br />Compaction) <br />-I-I- I -I-1-1- I -1 -I -I- <br />0 <br />y <br />Conform <br />Conform <br />Sixth Street R <br />1 0•D• 1 <br />Existing Width <br />= <br />8' 0 Sto. 14+ 10 Lt.) I I <br />(Rt.) <br />Conform to <br />existing radii <br />12' Min, <br />Sto. 16+95 <br />TYPE E <br />O.D. + 2' <br />Sepunth Strent <br />*A.C. <br />TYPED <br />8' Sta- 13+98 FRONTAGE LOCATIONS <br />�Rt.)) <br />TRENCH DETAIL <br />Sto. 14+05 F Street : Sta 25+90 to Sta. <br />27+30 Rt.) <br />Sto 28+15 to Sto. <br />29+65 Lt.) <br />Sta. 11+97 (Sixth Street) <br />Sto 32+20 to Sto. <br />33+25 Rt.) <br />Sixth Street . Sto. 10+10 to Sta. <br />D R IVES WAYS D ETAI L <br />13+10 (Lt.) <br />m <br />z <br />O <br />i <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS BANTA AREA STREETS RESURFACING Sheet No. <br />(F Street, Sixth Street, Seventh Street, Stoneridge Drive. & Rocky Point Court) 7 of 8 <br />DRAWN BY DATE PROJECT ENGINEER DATEC ECK� DATE APPROVAL RECOMMENDED DATE <br />hent �2i ocoS <br />