Plan Review Notes
Plan Review Notes For Project Z20120016
Project Number Z20120016
Review Stop ENG - PPRC
Sequence Number 4
Notes
Date Text
2021-12-23 10:16:23NO COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR,
 ENG. SERVICES DEPT., 561-494-1098 [email protected] :
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR
 [email protected]:
  
 -COULD NOT FIND RESPONSE LETTER IN RESUBMITTAL PACKAGE.
 DID NOT HAVE RESPONSE BACK FROM LAST REVIEW COMMENTS:
 PLEASE VERIFY ROOT BARRIERS ARE NOT NEEDED FOR THE CITY
 PARKS METERED WATER SERVICE NEAR THE NORTHWEST AREA OF
 PROPERTY;
 WATER DEMAND CALCULATIONS HAD FOOD OPERATIONS ITEM AND
 SEE CAFE ON PLANS, BUT DID NOT SEE ANY GREASE TRAPS.
 ARE ANY NEEDED?;
 THE EXIT DRIVEWAY CURBING NEAR THE NORTH PROPERTY LINE
 ON THE CIVIL PLANS DOES NOT MATCH THE SITE PLANS OR
 LANDSCAPING PLANS. PLEASE MAKE SURE ALL PLAN SETS
 MATCH. IF CIVIL PLANS ARE ALTERED, SEE IF ANY CONFLICTS
 ARISE WITH THE VEHICLE CIRCULATION PLANS.
  
 -AREA OF DETECTABLE TACTILE PADS NEAR DRIVEWAYS DOES
 NOT MATCH BETWEEN ALL PLAN SETS. PLEASE UPDATE ALL PLAN
 SETS SO THAT THEY MATCH.
  
 -ARE THE PEDESTRIAN REFUGES LEVEL WITH THE DRIVEWAYS
 WITHOUT RAISED ELEVATIONS?
  
 -ON THE CIVIL PLANS A COUPLE OF THE SOUTHERN BIKE RACKS
 APPEAR TO BE CONFLICTING WITH TREE TRUNKS BUT THEY LOOK
 ON THE LANDSCAPING PLANS. PLEASE UPDATE AS NEEDED.
  
 COMMENTS FROM MICHAEL TECHNOW, PROJECT ENGINEER, WPB
 PUBLIC UTILITIES, 561-494-1047, [email protected] :
  
 -NO 3? SERVICE. USE 1? OR 4?.
 -NEED PROFILE OF WATER MAIN TIE IN SHOWING EXISTING
 UTILITIES AND CONFLICTS.
 -ADD NOTE THAT THIS IS IN LIFT STATION #40.
 -PROPOSED 8? PVC SANITARY IS TOO CLOSE TO THE FPL DUCT
 BANK.
 -WHEN 8? SANITARY LINE IS USED INSTALL A MANHOLE
 INSTEAD OF CLEAN OUT OR USE AN 8? CLEAN OUT.
 -IF NO EASEMENT IS PROVIDED THAN THE CLEAN OUT NEEDS TO
 BE IN THE RIGHT OF WAY.
 -SHOW PROFILE OF 8? CONNECTIONS WITH CONFLICTS AND
 CROSSINGS.
 -USE FDOT RESTORATION DETAIL.
 -MANHOLES NEED TO BE LEGIBLE ON DIXIE.
 -ADD NOTE TO LINE EXISTING GRAVITY SEWER AS THEY WILL
 BE CUTTING INTO IT.
 -SHOW EXISTING LATERALS ON GRAVITY MAIN. SHOW EXISTING
 WATER SERVICES.
 -PROVIDE POST CCTV OF PROPOSED LATERALS.
 -WHY PARKS AND REC REFERENCE?
 -ONCE SOFT DIGS AND POTHOLE REPORT HAS BEEN SUBMITTED
 WE WILL REASSESS.
 -?INSET A? IS UNDER REVIEW. WHY FIVE TAPS? WHY NOT
 GROUP AND SPLIT?
  
 COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., CITY OF
 WPB ENG. SERVICES, [email protected], 561-494-1120:
  
 THE STREETS SURROUNDING THE DEVELOPMENT ARE MAINTAINED
 BY FDOT. FDOT WILL NEED TO APPROVE THE PROPOSED
 LANDSCAPING AND BIKE RACKS IN THE RIGHTS-OF-WAY AS WELL
 AS THE SIDEWALK AREAS SLOPING TOWARD THE RIGHTS-OF-WAY.
  
 THE PROPOSED 18? PIPE LEAVING STRUCTURE OCS-2 CONNECTS
 TO A DRAINAGE STRUCTURE WITH ONLY 15? DIAMETER PIPE
 LEAVING THE STRUCTURE.
  
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
  
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