Plan Review Notes
Plan Review Notes For Project Z20120033
Project Number Z20120033
Review Stop STORM
Sequence Number 2
Notes
Date Text
2021-07-13 09:22:32THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 6/24/2021 SUBMITTAL. THEY CAN BE ADDRESSED DURING
 ENGINEERING PERMIT SUBMITTAL.
  
  
 1. PER SFWMD ERP MANUAL, THE ALTERNATE EXFILTRTION
 TRENCH EQUATION TO BE USED BECAUSE THE TRENCH WIDTH IS
 MORE THAN TWICE THE TRENCH DEPTH.
  
 2. PROVIDE A DETAIL OF THE CONTROL STRUCTURE
  
 3. THE CITY MAY REQUEST STRUCTURE S-201 BE LOCATED NW
 OF THE CONTROL STRUCTURE AND PIPED TO THE EXISTING
 MANHOLE AT THE END OF FLAMINGO DRIVE.
  
 4. SITE PLAN SHOWS FLAMINGO DRIVE TO BE 17 FEET WIDE.
 ON THE CIVIL PLAN, THE ROAD SCALES 16.5 FEET. SHOW THE
 WIDENING OF THE ROAD TO 17 FEET.
  
 5. PROVIDE TYPICAL CROSS SECTIONS FOR FLAMINGO DRIVE
 AND DOCK STREET. IT APPEARS BOTH STREETS WILL BE
 RECONSTRUCTED DUE TO UTILITY REPLACEMENT AND PROPOSED
 GRADES.
  
 6. COORDINATE THE PROJECT DESIGN WITH THE CITY'S
 PINEAPPLE PARK UTILITY IMPROVEMENT PLANS WHICH INCLUDES
 THE STORMWATER SYSTEM ON FLAMINGO DRIVE AND THE FORCE
 MAIN ON DOCK STREET.
  
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
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