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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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A+ <br />`— + n <br />is <br />24"0 Hole Up 7 1/2") <br />For 15" RCP Up 12" <br />AMERICAN CONCRETE INdUSTRIES, INC. <br />350 North Rock Road / Fool Pierce, Florida 34946 <br />(772) 464 1187 fax (772) 695-9050 <br />36` <br />6" 24' 6- <br />A <br />L <br />" <br />Grote #6212_ <br />14 ® 12` O.C.E.W. or Equd_l <br />Section A—A <br />Design Notes. <br />1. All concrete has a minimum compressive <br />strength of 4000 psi at 28 days. <br />2. Type II Cement. <br />3. Reinforcing steel is Grade 60 rebar with 2" <br />minimum cover unless noted otherwise. Conforms <br />with Index 232. <br />4. Lifting holes taper from 2 1/2"0 to 2`0. <br />A <br />5. Ah pipe openings shall receive 1 — extra #4 <br />bar each side & above pipe opening. Bars to have <br />1 1/2" min. hole clearance. Side bars to overtop <br />top bars 3" min. Top bar to overtop side bars min. <br />6". Comer holes shall hove 4 extra #4 bars above <br />the hole (continuous around corner evenly spaced). <br />Tie to the outside of vertical wall reinforcement. <br />X14 0 12" O.C.E.W. or Equal <br />North <br />TYPE 'C" INLET <br />16th Street & 20th Avenue <br />Vero Beach <br />Grote: <br />10 <br />�� <br />NO <br />-_ <br />17.88 <br />Inv. <br />— <br />Inv. <br />14 ® 12` O.C.E.W. or Equd_l <br />Section A—A <br />Design Notes. <br />1. All concrete has a minimum compressive <br />strength of 4000 psi at 28 days. <br />2. Type II Cement. <br />3. Reinforcing steel is Grade 60 rebar with 2" <br />minimum cover unless noted otherwise. Conforms <br />with Index 232. <br />4. Lifting holes taper from 2 1/2"0 to 2`0. <br />A <br />5. Ah pipe openings shall receive 1 — extra #4 <br />bar each side & above pipe opening. Bars to have <br />1 1/2" min. hole clearance. Side bars to overtop <br />top bars 3" min. Top bar to overtop side bars min. <br />6". Comer holes shall hove 4 extra #4 bars above <br />the hole (continuous around corner evenly spaced). <br />Tie to the outside of vertical wall reinforcement. <br />X14 0 12" O.C.E.W. or Equal <br />North <br />TYPE 'C" INLET <br />16th Street & 20th Avenue <br />Vero Beach <br />Grote: <br />19.70 <br />S Inv <br />17.88 <br />Inv. <br />— <br />Inv. <br />— <br />Inv: <br />— <br />Bottom: <br />16.88 <br />Weight: <br />3200 lbs <br />119 <br />
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