Plan Review Notes
Plan Review Notes For Project Z17020026
Project Number Z17020026
Review Stop STORM
Sequence Number 3
Notes
Date Text
2017-06-20 16:32:04THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE JUNE
 8, 2017 REVIEW PACKAGE.
  
 1. THE 5/9/2017 STORM COMMENTS WERE NOT ADDRESSED.
  
 2. ENGINEERING PLAN SHEET 5 OF 6 CALLS OUT 12" P.C.V.
 PIPE. WHAT DOES THE ABBREVIATION P.C.V. STAND FOR?
  
 3. MINIMUM STORM PIPE SIZE IN THE RIGHT-OF-WAY IS 15".
  
 4. STORM PIPE MATERIAL IN THE RIGHT OF WAY SHALL BE RCP
 (REINFORCED CONCRETE PIPE).
  
 5. SPECIFY CATCH BASIN INLETS INSTEAD OF YARD DRAINS
 FOR THE PROPERTY NORTH OF 2ND STREET.
  
 6. STRUCTURE A4 IS LOCATED WITHIN THE 10-FT TRAVEL
 LANE. CAN IT BE SHIFTED TO BE CENTERED ON THE EDGE OF
 TRAVEL LANE SIMILAR TO STRUCTURE A5?
  
 7. SHEET 4 OF 6 CALLS OUT 12" HEADER CURB FOR
 CENTERLINE STRIPING. SECTION C-C ON SHEET 6 OF 6 CALLS
 OUT 6" HEADER CURB FOR CENTERLINE STRIPING.
  
 8. CONSIDER ADDING CATCH BASIN ON SOUTH SIDE OF 2ND
 STREET BETWEEN NARCISSUS AND FLAGLER DRIVE.
  
 9. LABEL VERTICAL DATUM ON SHEET 6 OF 6.
  
 10. MOVE THE EXFILTRATION TRENCH ON NARCISSUS AVE FROM
 UNDERNEATH THE STREET TREES. THE PLANTING AREA FOR THE
 TREES EXTEND OUT BEYOND THE TREE GRATE.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
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