Plan Review Notes
Plan Review Notes For Project E22100035
Project Number E22100035
Review Stop ENG-A
Sequence Number 2
Notes
Date Text
2022-12-09 14:21:00E22090007 - MINT ECO 10.25.22 RESUB REVIEW
  
 COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPT., 561-494-1098
 [email protected] :
  
 SPECIFY PIPE SIZE AND MATERIAL OF WATER LINE BEING
 TAPPED AT CONNECTION AND ADD TO PLAN AND BLOW-UP DETAIL
 A.
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR
 [email protected]:
  
 -REMINDER TO ADD MEP PLANS IN RESUBMITTAL PACKAGE AS
 REFERRED TO IN RESPONSE LETTER.
  
 -VERIFY THERE WILL BE NO FIRE SPRINKLERS IN BUILDING.
  
 -SEWER CLEANOUT BEHIND DUMPSTER AREA MAY CONFLICT WITH
 PROPOSED PLANTS FROM LANDSCAPING PLAN. CHECK AND
 COORDINATE WITH LANDSCAPING PLAN DESIGNER AS NECESSARY.
  
 -WATER AND SEWER DEMAND CHART HAS REFERENCES TO MANY
 BEDROOMS AND DWELLING UNITS. PLEASE VERIFY AND UPDATE
 THE INFORMATION AS NEEDED.
  
 -IF CAR WASH HAS A DESIGNATED ADDRESS, THEN PLEASE ADD
 TO PLANS.
  
 COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS
 EXAMINER, [email protected] , 561-494-1101:
  
 IS A WATER SERVICE LINE BEING REMOVED? IF SO, SHOW ON
 PLANS.
  
 -DENOTE INVERT FOR PROPOSED SEWER LATERAL AS POINT OF
 SERVICE (OR ADD CLEANOUT BEFORE OR JUST WITHIN PROPERTY
 LINE).
  
 -SHOW DIRECTION OF FLOW FOR EXISTING SANITARY LINE.
  
 -PROVIDE A PROFILE FOR SEWER LATERAL TO SHOW SEPARATION
 OF DRY UTILITIES.
  
  
 COMMENTS FROM TRACY WARD, SR. STORMWATER ENG.,
 ENGINEERING SERVICES, [email protected] 561-494-1120:
  
 1. REVISE THE PIPE MATERIAL HDPE TO RCP IN THE
 CONNECTION NOTE TO THE EXISTING CATCH BASIN AT INVERT
 ELEVATION 10.9N.
 2. STRUCTURE A8 ??? INDICATE WHICH INVERT WILL BE
 COVERED BY THE PRB.
 3. STRUCTURE A6 SHOULD HAVE TWO PRBS.
 4. CONTROL STRUCTURE A1 DETAIL:
 A. SECTION VIEW SHOWS FRAME AND GRATE BUT LABEL CALLS
 OUT USF 620- GRATE / NO FRAME (TYPE ???E???)
 B. CONFIRM USF 620 GRATE INSTEAD OF USF 6290, 6300 OR
 6616. (COMMENT ALSO PERTAINS TO THE STANDARD TYPE
 ???C??? & ???E??? INLET DETAIL).
 5. TEXT OVERLAP ON THE CITY DETAIL ST-7.
 6. SHOULDN???T RECLAIM WATER TANKS BE CONNECTED TO THE
 SAND/OIL SEPARATOR? SHOULD DOMESTIC SEWER LINE FLOW
 THROUGH THE SAND/OIL SEPARATOR?
 7. WHAT ARE THE DIMENSIONS OF THE 1500 GALLON RECLAIMED
 WATER TANKS?
 8. PROVIDE SWALES ALONG PROPERTY LINES TO PREVENT
 DIRECT RUNOFF TO ADJACENT PROPERTY OR TO PALM BEACH
 LAKES R/W.
  
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT (561) 494-1098 [email protected]
  
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