ALL ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. STRENGTH AT 28 DAYS: FC'=4000 PSI \(TYPE II CEMENT\) 4. SIGNED AND SEALED BUOYANCY CALCULATIONS MUST ALSO BE PROVIDED FOR UNDERGROUND STRUCTURES. SIGNED AND SEALED CALCULATIONS MUST BE PROVIDED TO SUPPORT HYDRAULIC AND STRUCTURAL DESIGN. PUMP STATIONS SHALL BE DESIGNED BY A STATE OF FLORIDA ENGINEER. THE ENGINEER OF RECORD SHALL VERIFY AND MODIFY INFORMATION SHOWN IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS TO COMPLY WITH THE REQUIREMENTS OF THEIR DESIGN AND CITY REQUIREMENTS. THE STANDARD DETAILS PRESENTED HEREIN ARE NOT THE STANDARD DETAILS PRESENTED HEREIN ARE NOT CONSTRUCTION DRAWINGS, BUT ARE GUIDELINES FOR MINIMUM DESIGN REQUIREMENTS.
F:\\WORK\\_Projects\\_Resources\\Standards\\CMBPWM\\CMBPWM - Interim Version\\CAD Files\\Section 16\\SANITARY PUMP STATION DETAILS.dwg)>ġ.
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