Plan Review Notes
Plan Review Notes For Project Z13110009
Project Number Z13110009
Review Stop STORM
Sequence Number 1
Notes
Date Text
2013-12-11 09:45:561. PARCEL LINE BEARINGS AND DISTANCES NOT SHOWN ON THE
 BOUNDARY SURVEY.
 2. CONDITION ASSESSMENT OF THE EXISTING STORMWATER
 PIPES ON THE PROPERTY TO BE PROVIDED.
 3. ON CONCEPTUAL SITE ENGINEERING PLAN SHEET 1 OF 2, CB
 #3 IS LISTED TO BE CONSTRUCTED OVER 24" RCP. PIPE IS
 LABELED AS 36" RCP TO THE WEST OF CB.
 4. CB'S #1, #2, AND #3 SHOULD BE CONSTRUCTED WITH
 BAFFLES ON THE EAST WALL TO PREVENT FLOATABLES FROM
 FLOWING INTO LAKE WORTH LAGOON AND WITH SUMPS TO
 COLLECT SEDIMENTWITHIN THE DRAINAGE PIPES.
 5. SHOW UTILITIES ON THE LANDSCAPE PLANS. AVOID
 PLANTING TREES WITHIN FIVE FEET EITHER SIDE OF UTILITY
 LINES.
 6. SHOW THE PROPOSED FINISHED FLOOR ELEVATION ON THE
 ENGINEERING PLAN. HOW WILL THE FINISHED FLOOR
 TRANSITION TO THE EXISTING PARKING ON THE NORTH SIDE.
 7. THE SOUTH ELEVATION (SHEET A11) SHOWS THE DOCK LEVEL
 WITH THE SEAWALL WALKWAY. THE NORTH ELEVATION (SHEET
 A11B) SHOWS THE DOCK LOWER THAN THE WALKWAY.
 8. PROVIDE COPY OF SFWMD ERP BEFORE START OF
 CONSTRUCTION.
 9. NPDES STORMWAER CONSTRUCTION PERMIT TO BE OBTAINED
 BEFORE START OF CONSTRUCTION.
 9. PROVIDE SWPPP AND FINAL PAVING, GRADING AND DRAINAGE
 PLANS WITH ENGINEERING PERMIT APPLICATION.
  
 TRACY L. WARD, P.E.
 SENIOR STORM WATER ENGINEER
 ENGINEERING AND PUBLIC WORKS DEPARTMENT
 (561) 494-1120.
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