Plan Review Notes
Plan Review Notes For Project Z22040014
Project Number Z22040014
Review Stop STORM
Sequence Number 1
Notes
Date Text
2022-05-12 13:09:43THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. DRAINAGE STRUCTURES, EXFILTRATION TRENCHES, ETC. ARE
 NOT TO CROSS THE PROPERTY LINE.
  
 2. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH
 EXFILTRATION TRENCH SYSTEMS.
  
 3. PLEASE PROVIDE CONVERSION EQUATION BETWEEN THE
 VERTICAL DATUM USED ON THE PLANS (NGVD1929) TO
 NAVD1988.
  
 4. SHOW CURRENT LAYOUT OF BANYAN BLVD.
  
 5. PROVIDE FLOW ARROWS SHOWING DIRECTION OF SURFACE
 RUNOFF.
  
 6. PROVIDE CROSS SECTIONS FOR THE DRIVEWAYS (EXTEND TO
 HIGH POINT) AND ON-STREET PARKING AREAS SHOWING HOW
 PAVEMENT WITH SLOPE. PROVIDE DIMENSIONS FROM EDGE OF
 TRAVEL LANE TO ALL CURBING, BREAK POINTS AND RIGHT OF
 WAY LINE.
  
 7. PROVIDE CROSS SECTIONS AT EACH PROPERTY LINE FROM
 CENTERLINE OF ROAD TO FACE OF BUILDING. PROVIDE
 DIMENSIONS TO SURFACE FEATURES AND BREAK POINTS IN
 SURFACE SLOPES. LABEL THE RIGHT OF WAY WITH THE STREET
 NAME.
  
 8. DEMOLITION PLAN INDICATES THE CURB INLETS ON
 CLEARWATER DRIVE ARE TO REMAIN BUT THE PGD PLAN CALLS
 FOR THEM TO BE REMOVED. EXISTING STRUCTURES SHOULD NOT
 REMAIN IF THE EXISTING PIPE CAN BE EXTENDED TO THE NEW
 STRUCTURES.
  
 9. BUILDINGS OVER EXFILTRATION TRENCHES SHOULD HAVE
 SUFFICIENT VERTICAL CLEARANCE BELOW THE BUILDING FOR
 MAINTENANCE EQUIPMENT FOR THE EXFILTRATION TRENCH AND
 FOR REPLACING THE EXFILTRATION TRENCH IN THE FUTURE
 WHEN IT NO LONGER IS FUNCTIONING AS INTENDED.
  
 10. STREETS SHALL BE PROPERLY SHOWN ON THE PLAN VIEWS.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH
 THE ENGINEERING PERMIT SUBMITTAL.
  
 2. PROVIDE SPREAD CALCULATIONS FOR THE INLETS ON
 CLEARWATER DRIVE.
  
 2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF
 CONSTRUCTION.
  
 3. PROVIDE EROSION CONTROL PLAN WITH THE ENGINEERING
 PERMIT SUBMITTAL.
  
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
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