Plan Review Notes
Plan Review Notes For Project Z19110010
Project Number Z19110010
Review Stop STORM
Sequence Number 2
Notes
Date Text
2020-07-31 06:09:50THE FOLLOWING COMMENTS ARE FROM THE SUBMITTAL PROVIDED
 FOR THE JULY 9, 2020 PPRC MEETING AND MUST BE ADDRESSED
 PRIOR TO SITE PLAN APPROVAL:
  
 1. [NOT SATISFIED] PAGE 17 OF THE DECLARATION OF
 CONVENANTS (ORB5430, PAGE 1548) STATES THERE IS TO BE A
 20' BUFFER ADJACENT TO LAKES AND NO PARKING IS
 PERMITTED IN THE BUFFER. PROVIDE A COPY OF THE AMENDED
 CONVENANT.
  
 1.1 [NEW COMMENT] SHOW THE 20' BUFFER PER THE
 DECLARATION OF COVENANTS ALONG THE PROPOSED LAKE
 EXPANSION.
  
 1.2 [NEW COMMENT] PART OF THE CORNERS OF THE BUILDING
 AND BALCONIES APPEAR TO ENCROACH IN THE 20' CANAL
 BUFFER.
  
  
 1.3 [NEW COMMENT] SECTION 8 OF THE DECLARATION OF
 COVENANTS STATES PARKING WILL NOT BE PERMITTED ON
 PUBLIC ROADWAYS.
  
 2. [NOT SATISFIED] UPDATE THE REFERENCE TO THE FEMA
 FIRM LISTED ON THE SURVEY. NEW FLOOD MAPS WERE ISSUED
 IN 2017.
  
 3. [SATISFIED] CONSIDER RELOCATING THE WATER AND FIRE
 SERVICE LINES FROM UNDER LANDSCAPE ISLANDS TO AVOID
 CONFLICTS WITH THE PROPOSED LANDSCAPING.
  
 4. [NO LONGER APPLICABLE] PROVIDE CROSS SECTIONS IN
 EACH DIRECTION OF THE DETENTION AREA SHOWING THE GRAVEL
 PATHWAY.
  
 5. [SATISFIED] THE STORM ALIGNMENT ON THE LANDSCAPE
 PLANS DOESN'T APPEAR TO MATCH THE ALIGNMENT OF ON THE
 ENGINEERING PLANS.
  
 6. [NEW COMMENT] CONFIRM THE LENGTH OF RETAINING WALL
 ALL ALONG THE LAKE DOES NOT EXCEED 40 PERCENT OF THE
 SHORELINE LENGTH PER SFWMD WET RETENTION/DETENTION AREA
 DIMENSIONAL CRITERIA. THE SHORELINE IS MEASURED AT THE
 CONTROL ELEVATION.
  
 7. [NEW COMMENT] THE FOLLOWING APPEAR TO BE PROPOSED TO
 BE CONSTRUCTED ON LAND NOT OWNED BY THE APPLICANT.
 CONSTRUCTION EASEMENTS AND MAINTENANCE AGREEMENTS MAY
 BE NECESSARY.
 A. LAKE EXPANSION AND RETAINING WALL
 B. PAVER ENTRANCE
 C. WATER MAINS, WATER METER AND BACKFLOW ASSEMBLIES
 D. STORMWATER AND SANITARY SEWER STRUCTURES
 E. PARKING LOT MODIFICATIONS
  
 8. [NEW COMMENT] PROVIDE CCTV OF THE STORM SEWER AS
 SHOWN ON MAP PROVIDED BY V. NOEL/CWPB. CCTV WILL NOT BE
 NEEDED IF THE APPLICANT CAN PROVIDE DOCUMENTATION THAT
 THE OPERATION AND MAINTENANCE OF THE STORM SEWER IS NOT
 THE RESPONSIBILITY OF THE CITY.
  
 9. [NEW COMMENT] EAST SIDE OF PROPOSED BUILDING WILL BE
 CONSTRUCTED CLOSED TO THE EXISTING DRAINAGE SYSTEM.
 THERE IS AN EXISTING CATCH BASIN INLET UNDER A PROPOSED
 BALCONY.
  
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
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