Laserfiche WebLink
AMERICAN CONCRETE INdUSTRIES, INC. <br />350 North Rock Road / Fort Pierce, Florida 34945 <br />U72) 464 1187 fax (772) 595-9050 <br />36' <br />6" 24" 6" Design Notes-- <br />1. <br />otes1. All concrete has a minimum compressive <br />I /�'' 24'0 Hole Up 57" strength of 4000 psi at 28 days. <br />J <br />For 15" RCP Up 61 1/2' <br />\ \ \\ 9 2. Type II Cement <br />3. Reinforcing steel is Grade 60 rebor with 2" <br />minimum cover unless noted otherwise. Conforms <br />r A with Index 232 <br />A — / <br />4. Lifting holes taper from 2 1/2'0 to 2"0. <br />L <br />°'r n / Eye ain 5. All pipe openings shall receive 1 — extra #4 <br />& h�-V bar each side do above pipe opening. Bars to have <br />/ — 1 1/2' min. hole clearance. Side bars to overlap <br />top bars 3" min. Top bar to overlap side bars min. <br />6 Comer holes shall have 4 extra 14 bars above <br />28"0 Hole Up 7" the hole (continuous around toner evenly spaced). <br />{ \\ \ \ For 18" RCP Up 12" Tie to the outside of vertical wall reinforcement <br />I �24"0 Hole Up 58 1/2' <br />24 0 Hole Up 59 1/2" <br />for 15" RCP Up 64 1/2" For 15" RCP Up 63" <br />Plan View <br />US Foundry #4155-6614 <br />Frame and -' <br />24"0 <br />J4 0 12" O.C.E.W. of <br />" Adjustment <br />ly Contractor <br />14 Q 12" O.C.E.W. or Equal <br />0 <br />1 <br />O <br />TYPE "C" INLET <br />0'-15' <br />16th Street & 20th Avenue <br />Grate: <br />19.58 <br />N Inv: <br />17.29 <br />S Inv. <br />17.42 <br />E Inv: <br />13.16 <br />W Inv: <br />17.52 <br />Bottom: <br />12.40 <br />Riser Wt: 2500 lbs <br />Bose Wt: 3600 Ibs <br />Vero Beach 110 <br />