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11/01/2016 (2)
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11/01/2016 (2)
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Last modified
12/10/2020 10:53:39 AM
Creation date
1/4/2017 2:56:49 PM
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Meetings
Meeting Type
BCC Regular Meeting
Document Type
Agenda Packet
Meeting Date
11/01/2016
Meeting Body
Board of County Commissioners
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AMERICAN CONCRETE INdUSTRIES, INC. <br />350 Noah Roth Road / Fort Pierce, Florida 34945 <br />(772) 464 1187 fax M 595-9050 <br />38' <br />6" 24" 6- <br />24'0 Hole Up 14 1/2" <br />I For le RCP Up 19' <br />i <br />m <br />A <br />L w <br />ro <br />24"0 Hole Up 15" <br />For 15" RCP Up 19 1/2" <br />14 A 12" O.CF-W.. or <br />Eye Bolt <br />do Chain <br />Grate #621 <br />24"0, <br />Back <br />J <br />24"0 Hole Up 8" <br />For 15" RCP Up 12 1/2" <br />1. All concrete has a minimum compress1w <br />strength of 4000 psi at 28 days. <br />2 Type ii Cement <br />3. Reinforcing steel Is Grode 60 rebor with. 2" <br />minimum cover unless noted otherwise. Conforms <br />with Index 232 <br />4. Lilting holes toper from 2 1/2"0 to 2"0. <br />5. A8 pipe openings "I receive 1 — extra #4 <br />bar each side do &wm pipe opening. Bars to hove <br />1 1/2' min. hole clearance. Sid* trors to overlap <br />top bars 3" min. Top bar to overlap side bars min. <br />6". Comer holes shots hove 4 extra #4 tars above <br />the hole (continuous around comer evenly spaced). <br />Tie to the outside of vertical wall reinforcement. <br />0 12" O.C.E.W. or Equal <br />118 <br />Grote-,, 19.70 <br />N Inv. wk,'" 17,79 <br />24"0 <br />S Inv. 17.76 <br />W Ing 17.71 <br />0° <br />Inv: — <br />Bottom: 16.12 <br />SOU th <br />Weight: 3500 Ibs <br />lYPE "6' INLET <br />16th <br />Street & 20th <br />Avenue <br />Vero Bead, <br />118 <br />
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