Plan Review Notes
Plan Review Notes For Project E22090027
Project Number E22090027
Review Stop ENG-A
Sequence Number 1
Notes
Date Text
2022-11-07 19:24:05E22090027 - PHIPPS PARK CONCESSION & RESTROOMS INIT
 REVIEW
  
 COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPT., 561-494-1098
 [email protected] :
 1. CONFIRM THAT A COMPLETED LOS ANALYSIS SUMMARY TABLE
 HAS BEEN SUBMITTED DIRECTLY TO ENGINEERING (SHEET 33 OF
 CITY OF WPB DEVELOPMENT APPLICATION).
 2. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 3. PROVIDE CALCULATIONS ON PLANS OF EXISTING AND
 PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM
 AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS SHALL BE
 PER FAC 64E-8 FOR WATER AND PER FAC 64-E.008 FOR SEWER.
 4. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 5. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING
 PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT
 HIM AT 561-494-2262 OR [email protected]
 6. PLAN VIEW SHALL SHOW ALL EXISTING AND PROPOSED
 UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER OPTIC,
 ELECTRIC, GAS, AND CABLEVISION & TELECOMMUNICATION
 FACILITIES INCLUDING PIPES SIZES AND MATERIALS.
 7. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION, AND
 EXISTING METER AND BACKFLOW (TO BE REMOVED?). BACKFLOWS
 SHALL BE INSTALLED ON PRIVATE PROPERTY OUTSIDE OF
 EASEMENTS AND RIGHTS OF WAY.
 8. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA
 AND SPECIFY LEAD FREE DESIGN ON ALL BACKFLOWS (IF ANY).
 9. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING
 AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR
 GREATER.
 10. FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND
 NPDES NOI REQUIREMENTS WILL BE ENFORCED.
 - AN NOI IS REQUIRED FOR PROJECTS THAT:
 - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS
 THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF
 DEVELOPMENT OR SALE;
 - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE
 STATE OR TO SURFACE WATERS OF THE STATE THROUGH A
 MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
 - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF
 CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION
 THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL
 SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT
 OF THE 10-2 CERTIFICATION.
 11. WHEN SUBMITTING APPROVED MATERIALS LIST, PLEASE
 PROVIDE MATERIAL/CUT SHEETS FOR ALL PROPOSED BACKFLOW
 DEVICES SHOWING SPECIFIC MODEL NUMBER AND SPECIFYING
 USC APPROVED LEAD-FREE DESIGN.
 12. PLEASE PROVIDE SANITARY ELEVATIONS AT MANHOLE
 TIE-IN.
 13. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 14. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (E-XXXXXXXX).
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR
 [email protected]:
 -PROPOSED WATER METER ON C103 WOULD BE A PRIVATE SUB
 METER. WPB PUBLIC UTILITIES WILL NOT READ, OWN, OR
 MAINTAIN IT.
 -C103: NEW SEWER LATERAL FROM CONCESSION BUILDING SAYS
 4 INCH, BUT CLEANOUT SAYS 6 INCH; PROVIDE EACH
 DIRECTION INVERT ELEVATION AT SANITARY MANHOLES;
 CLEANOUT LABELS ARE MISSING ELEVATION INFO; ADDITIONAL
 NOTE NUMBER 4 DOES NOT SEEM TO MAKE SENSE AND POSSIBLY
 WRONG PIPE MATERIAL TYPE; ADD WATER AND SEWER DEMAND
 CALCULATIONS TO PLAN SHEET.
  
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