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A <br />m <br />3. Reinforcing steel is Grade 60 rebor with 2" <br />L is <br />t <br />A <br />M <br />n <br />4. Lifting holes toper from 2 1/270 to 2"0. <br />—JT <br />is <br />bar each side do above pipe opening. Bars to have <br />AMERICAN CONCRETE INdUSTR1ES, INC. <br />350 North Rode Road / Fort Pierce, Florida 34945 <br />(772) 4641187 fax (772) 595-9050 <br />36" <br />Qin Notes: <br />6" 24' 6' 1. All concrete has a minimum compressive <br />strength of 4000 psi at 28 days. <br />Grate #6198 <br />'i <br />14 Bars ® 12" O.C. <br />#4 a 12" O.C.EW. or Equal <br />.0 <br />Grate: 18.58 <br />E Inv: 16.08 <br />Inv: — <br />n <br />Inv. — <br />Inv: — <br />Bottom: 15.08 <br />(D Weight: 2400 lbs <br />2' x 2' YARD DRAIN <br />16th Street & 20th Avenue <br />Vero Beach <br />111 <br />2. Type tl Cement. <br />3. Reinforcing steel is Grade 60 rebor with 2" <br />minimum cover unless noted otherwise. <br />A <br />t <br />4. Lifting holes toper from 2 1/270 to 2"0. <br />—JT <br />5. All pipe openings shall receive 1 — extra 14 <br />bar each side do above pipe opening. Bars to have <br />1 1/2" min. hole clearance. Side bars to overlap <br />Lop bars 3" min. Top bar to overiop side bars min. <br />6". Comer holes shall have 4 extra 14 bars above <br />24'0 Hole Up 7 1/2" <br />the hole (continuous around corner evenly spaced). <br />For 15" RCP Up 12" <br />Tie to the outside of vertical wall reinforcement. <br />#4 a 12" O.C.EW. or Equal <br />.0 <br />Grate: 18.58 <br />E Inv: 16.08 <br />Inv: — <br />n <br />Inv. — <br />Inv: — <br />Bottom: 15.08 <br />(D Weight: 2400 lbs <br />2' x 2' YARD DRAIN <br />16th Street & 20th Avenue <br />Vero Beach <br />111 <br />