Plan Review Details - Project E23020039
Plan Review Stops For Project E23020039
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 2 Status P Date 06-09-2023 Cont ID  
Sent By lquinone Date 06-09-2023 Time 15:58 Rev Time 0.00
Received By lquinone Date 06-09-2023 Time 15:58 Sent To  
Notes
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Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 03-16-2023 Cont ID  
Sent By lquinone Date 03-16-2023 Time 07:06 Rev Time 0.00
Received By lquinone Date 03-16-2023 Time 07:06 Sent To  
Notes
2023-03-16 07:06:29E23020039 - 433 ANTIGUA LN, 2.28.23 INIT REVIEW
  
 COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPT., 561-494-1098
 [email protected] :
  
 1. 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]
 2. PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, GREASE TRAPS, ETC. INCLUDING
 STUBS TO EACH PROPERTY LINE FOR WATER AND SANITARY
 SEWERS, THE MAKE AND MODEL OF ALL VALVES, POTABLE AND
 IRRIGATION METERS, BACKFLOWS, FIRE HYDRANTS AND FDCS,
 AND OTHER DEVICES TO BE INSTALLED ON THE SYSTEM, CATCH
 BASINS, CULVERTS, DITCHES INCLUDING GRADES, PIPES
 SIZES, MATERIALS, ELEVATIONS, ASSUMPTIONS,
 CALCULATIONS, INVERT ELEVATIONS FOR ALL INLETS AND
 MANHOLES AND PROFILES OF SANITARY SEWER LINES. PLAN
 VIEW SHALL SHOW ALL EXISTING AND PROPOSED UNDERGROUND
 UTILITY LAYOUT, INCLUDING FIBER OPTIC, ELECTRIC, GAS,
 AND CABLEVISION & TELECOMMUNICATION FACILITIES LOCATED
 ON THE RIGHT-OF-WAY.
 3. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION, AND
 EXISTING METER AND BACKFLOW. BACKFLOWS SHALL BE
 INSTALLED ON PRIVATE PROPERTY OUTSIDE OF EASEMENTS AND
 RIGHTS OF WAY. DOMESTIC WATER METERS SHALL BE INSTALLED
 IMMEDIATELY ADJACENT TO PROPERTY LINE.
 4. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING
 AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR
 GREATER.
 5. PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES AT ALL UTILITY CROSSINGS PER CITY OF
 WEST PALM BEACH STANDARD DETAIL GN-2 SERIES.
 6. 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.
 7. PLEASE CLEARLY LABEL ROAD RIGHT OF WAY.
 8. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 9. 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]:
  
 -PLEASE VERIFY WATER MAIN IS 4 INCH DIP AT LOCATION OF
 PROPOSED TAP. WPB GIS HAS IT LABELED AS 2 INCH COPPER.
 -SHOW AND LABEL EXISTING AND PROPOSED SANITARY SEWER
 LATERALS AND CLEANOUTS.
 -VERIFY HOUSE WILL NOT HAVE FIRE SPRINKLERS.
 -ARE THERE ANY ADDITIONAL DWELLING UNITS SUCH AS
 GUESTHOUSES?
 -ADD COPY OF SURVEY IN RESUBMITTAL PACKAGE.
 -LABEL THE UTILITY EASEMENTS AS EXISTING OR PROPOSED.
 -VERIFY METER BOX IS LOCATED MINIMUM OF 3 FEET AWAY
 FROM NEARBY PODOCARPUS TREE TRUNK.
  
 COMMENTS FROM RICKY ELIZONDO, UTILITIES PLANS EXAMINER,
 PUBLIC UTILITIES, 561-494-1101, [email protected]
  
 -PER GIS, MAIN RUNNING ON EAST SIDE OF PROPERTY IS 2???
 COPPER (NOT 4??? DIP AS SHOWN ON PLANS) PLEASE VERIFY
 -A CONNECTION FROM ANTIGUA WOULD BE PREFERRED SO THE
 2??? COPPER LINE CAN BE ABANDONED
 -DATUM CONVERSION IS INCORRECT. THE FACTOR IS NOT
 MULTIPLIED, BUT ADDED OR SUBTRACTED DEPENDING ON THE
 GIVEN DATUM
 -MAKE EXISTING AND PROPOSED CONDITIONS MORE EVIDENT.
 HARD TO TELL WHAT IS PROPOSED AT FIRST LOOK OF THE
 PLANS.
  
  
 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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