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EP Conform Q E.P. <br /> F< <br /> A <br /> The Storm Drain inlet Protection I_ 4' �� 4' 1:1 <br /> unit (Catch Basin Filter) is to _L_ <br /> ------- 7 <br /> remain in place and functioning <br /> from the beginning of the working Conform <br /> days until the end of the project. 12' Min. <br /> xisting Width <br /> S1_0 E TO a D D D D D o SLOPE TO <br /> DIN ° DDD ° ORAIN 0.30' Asphalt Concrete over shaped <br /> D and compacted native material. <br /> TYPE D <br /> Place a catch — Note: Portion of existing concrete driveway from <br /> basin filter Note: edge of pavement to 4' beyond sholl be removed. <br /> Rim elevation of grate A Concrete shall be sow cut to provide a neat straight <br /> o shall be 0.10' below joint at the conform line. Removal of concrete Driveways <br /> 0 y PROTECTION FOR surrounding ground elevation. sholl be considered as included in the contract Lump <br /> g EXISTING DRAINAGE INLET sum unit price for Clearing and Grubbing. <br /> PLAN <br /> In F Concrete Drivewoys <br /> In 38 N. Gertrude Ave. Sto: 41+10t (Rt.) <br /> Z <br /> ; 74 N. Gertrude Ave. Sto: 41+50t (Rt.) <br /> o <br /> ^ m <br /> P.C.C. Approximate 6" Thick <br /> `w Existing or prepare <br /> M Ground18" <br /> — — 4Resurfoced Roadwov <br /> 4' Min. Existing -ill III–III—IIJ= _ – — <br /> _III �–III=III=III 1= 1=III=III=1IF, -Conform 0 E.P. <br /> Surface III=III=III–II Drop III III=III=1i <br /> =III=1T1-1 1 1=11=1 1-1 EP <br /> o Structure Backfill =tll 111=11 Inlet 11 i_ - ---- ___ <br /> –Illi li ,l <br /> o Welded Wire Mesh 4' IR4PR <br /> 6X6—W1.4/W1.4 Min., _L____Note: Concrete R=Conform t <br /> Width (4' Minimum) Set at Flowline 12" existing radii <br /> Set at Flowline <br /> Approximate dimensions used for estimating 15't Min. 12"0 C.S.P. Variable depth Asphalt Concrete <br /> 15't Min. 12"0 <br /> purposes ore available upon request. 3" Min. over existing paved driveway. <br /> 1 (0.079' thick) Invert of pipe T-6•, C.S.P. 0.079 thick <br /> Dimensions and locations ore subject to change opennig to match existing ( ) <br /> at Engineer's discretion. grade (Typ.) SECTION A—ATYPE <br /> —� <br /> PAVEMENT REPAIR DETAIL TYPICAL DRIVEWAYS <br /> rn 18 STORM DRAIN <br /> r <br /> � %"NORD DRAWING <br /> m <br /> O (3 <br /> i <br /> COUNTY OF SAN JOAQUIN NO SCS CONSTRUCTION DETAILS EAST STOCKTON ST1EETS RE§&#M 0rpMAa6hluld verify Sheet No. <br /> ( arious) 'f> > 'nSpecting The Site Of W 14 of 17 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> EnriqueSiCva 02/07 ,p,4ce04/&4., �a7 a1� <br />