Plan Review Details - Project Z20010014
Plan Review Stops For Project Z20010014
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 2 Status F Date 06-09-2022 Cont ID  
Sent By scwelter Date 06-09-2022 Time 15:57 Rev Time 0.00
Received By scwelter Date 06-09-2022 Time 15:58 Sent To  
Notes
2022-06-09 15:58:42CONTACT [email protected] FOR AN ART ASSESSMENT
 APPLICATION - DEVELOPMENT SUBJECT TO PUBLIC ART
 REQUIREMENT.
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 03-09-2021 Cont ID  
Sent By scwelter Date 03-09-2021 Time 14:26 Rev Time 0.00
Received By scwelter Date 06-09-2022 Time 15:55 Sent To  
Notes
2021-03-09 14:26:47PUBLIC ART REQUIREMENT:
 IF TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE
 OVER $500,000 IT WILL BE SUBJECT TO THE PUBLIC ART
 REQUIREMENT AS PER CITY ORDINANCE.
 SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS,
 INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR
 IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT.
 OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE
 VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE
 TOTAL CONSTRUCTION COSTS; OR
 OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF
 ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT
 TO THE PUBLIC ART ACCOUNT.
 A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS
 REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL.
  
 PLEASE CONTACT SYBILLE WELTER AT [email protected] OR
 561.822.1521 TO OBTAIN AN APPLICATION AND REVIEW THE
 REQUIREMENTS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 6 Status P Date 11-02-2020 Cont ID  
Sent By rrossano Date 11-02-2020 Time   Rev Time 0.00
Received By rrossano Date 11-02-2020 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 5 Status F Date 10-29-2020 Cont ID  
Sent By RRossano Date 10-29-2020 Time   Rev Time 0.00
Received By rrossano Date 10-29-2020 Time   Sent To  
Notes
2020-10-29 18:32:58THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, PUBLIC UTILITIES
 CITY OF WEST PALM BEACH ? [email protected] OR
 561-822-2262
  
 -RESUBMITTED CIVIL PLANS ARE MISSING SOME SHEETS SUCH
 AS DEMOLITION. WERE SHEETS THAT WERE NOT INCLUDED NOT
 REVISED? LAST DEMOLITION PLAN I SEE IS FROM SEP2020 ?
 WOULD THAT BE THE MOST CURRENT REVISION?
  
 -SOME PAVEMENT RESTORATION FOR THE WATER SERVICES IS
 MISSING FROM SHEET C-8. PLEASE ADD THAT TO PLAN AND
 MAKE SURE ALL PAVEMENT RESTORATION AREAS/LIMITS ARE
 ACCEPTABLE WITH THE AGENCY MAINTAINING THE FRONTAGE
 ROAD AS THEY MAY NOT BE LARGE ENOUGH.
  
 -FOR FORMAL ENGINEERING SUBMITTAL: IT IS DIFFICULT TO
 UNDERSTAND FROM LOOKING AT THE WATER PLAN THAT SOME
 EXISTING PRIVATE FIRELINE PIPING IS BEING
 ELIMINATED/REROUTED BECAUSE THAT EXISTING PIPING IS NOT
 SHOWN. PLEASE ADD NOTE OR LABEL ON SHEET C-8 NEAR THAT
 AREA THAT THE EXISTING PIPING THAT IS BEING REMOVED IS
 NOT SHOWN ON THIS PLAN, BUT CAN SEE ON DEMO PLAN.
  
 -FOR FORMAL ENGINEERING SUBMITTAL: IT APPEARS THERE MAY
 BE SOME OUTAGES OF THE FIRELINE WATER SERVICE. PLEASE
 ADD NOTE TO C-8 TO MINIMIZE DURATION OF ANY OUTAGES TO
 FIRELINE AND NOTIFY WPB FIRE DEPARTMENT IF THERE ARE
 ANY.
  
 -THERE APPEARS TO BE A FIRE HYDRANT WEST OF THE
 EXISTING BUILDING NEAR TR351 THAT IS NOT LABELED.
 PLEASE LABEL FOR FORMAL ENGINEERING SUBMITTAL.
  
 -FOR FORMAL ENGINEERING SUBMITTAL: PLEASE BETTER SHOW
 WHERE EXISTING FIRELINE TERMINATES ON WEST SIDE OF THE
 EXISTING BUILDING.
  
 -CANNOT TELL FROM CIVIL PLANS IF EXISTING PRIVATE
 FIRELINE HAS PORTION THAT ROUTES UP TO THE EXISTING
 BUILDING. PLEASE VERIFY/CONFIRM IF FIRELINE JUST FEEDS
 FIRE HYDRANTS OUTSIDE OR ALSO SOMETHING INSIDE THE
 EXISTING BUILDING.
  
 RESPECTFULLY,
  
 MARK HURLEY
 FIELD CUSTOMER SERVICE SUPERVISOR
 CITY OF WEST PALM BEACH PUBLIC UTILITIES
 561-822-2262
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 4 Status F Date 09-11-2020 Cont ID  
Sent By rrossano Date 09-11-2020 Time   Rev Time 0.00
Received By rrossano Date 09-11-2020 Time   Sent To  
Notes
2020-09-11 10:30:23THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, PUBLIC UTILITIES
 CITY OF WEST PALM BEACH ? [email protected] OR
 561-822-2262
  
 -DISCOVERED MAJOR REVISION TO WATER PLAN FROM USE OF
 EXISTING 3 IN. DOMESTIC WATER METER TO A 4 IN. WATER
 METER. THIS WOULD REQUIRE REMOVAL OF EXISTING SMALL
 BYPASS LINE WITH CONVERSION TO ABOVE-GROUND METER
 INSTALLATION (INSTEAD OF VAULT) AND FULL SIZE BYPASS.
 THAT EXISTING WATER SERVICE MAY ALSO BE CONFIGURED
 DIFFERENT THAN SHOWN ON THE PLAN ? SEE WATER SERVICE
 DRAWING FOR 1225 BELVEDERE RD. THE UNUSED REFERENCED
 WATER SERVICE STANDARD DETAILS WILL NEED BE REMOVED AND
 REMAINING ONES UPDATED TO SEP2019 REVISION. IF HISTORIC
 DRAWING FOR 1225 BELVEDERE RD WATER SERVICE IS STILL
 CORRECT, THEN FIRELINE POINT OF SERVICE WILL NEED BE
 MOVED TO THE NEXT GATE VALVE NORTH. A BRAND NEW GATE
 VALVE THAT ISOLATES JUST THE DOMESTIC METER (AND NOT
 THE FIRELINE) MUST BE LOCATED UPSTREAM OF METER.
  
 COMMENT FROM TRACY L. WARD, P.E., SENIOR STORMWATER
 ENG., CITY OF WPB ENG. SERVICES, 561-494-1120 /
 561-351-0510, [email protected]:
  
 IF THERE IS CONSTRUCTION PROPOSED NEAR CITY MAINTAINED
 DRAINAGE SYSTEMS THEN THE SYSTEMS WILL NEED TO BE
 CCTV?D. THAT BEING SAID, BELVEDERE ROAD IS MAINTAINED
 BY THE COUNTY OR FDOT [SAME MAY BE TRUE FOR THE SERVICE
 ROAD - PLEASE CONFIRM] AND THAT ENTITY MAINTAINS THE
 DRAINAGE SYSTEM IN THE R/W SO NO STORM CCTV FOR THE
 CITY MAY BE NEEDED.
 COMMENT FROM RICK ROSSANO, PROJ. COORDINATOR, CITY OF
 WPB ENG. SERVICES, 561-494-1098, [email protected]
  
 PLEASE PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER
 ALONG ENTIRE PROJECT FRONTAGE. PROVISION OF CCTV IS AN
 ENGINEERING REQUIREMENT OF SITE PLAN APPROVAL BEFORE
 FORMAL ENGINEERING SUBMITTAL.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status F Date 07-20-2020 Cont ID  
Sent By rrossano Date 07-20-2020 Time   Rev Time 0.00
Received By rrossano Date 07-20-2020 Time   Sent To  
Notes
2020-07-20 07:19:32COMMENTS PER RICK ROSSANO, PROJECT COORDINATOR, CITY OF
 WPB ENG. SERVICES, [email protected] ? 561-494-1098
 CCTV OF STORMWATER IS A SITE PLAN REVIEW REQUIREMENT.
 PLEASE PROVIDE.
 COMMENTS PER MARK HURLEY, FIELD CUSTOMER SERVICE SUPV.,
 CITY OF WPB PUBLIC UTIL. [email protected] 561-822-2262
 PREVIOUS COMMENTS:
 1. RE: SHEET C-8 UTILITY EASEMENT - BACKFLOW ASSEMBLIES
 CANNOT BE IN THE UTILITY EASEMENTS ? PLEASE UPDATE
 PLAN. WOULD ALSO NEED UE FOR NEW IRRIGATION WATER
 SERVICE AND METER BOX. ON BOUNDARY & TOPOGRAPHY SURVEY
 (SHEET V-2), THERE IS A LISTED UTILITY EASEMENT ? IF
 THAT STILL EXISTS MAYBE IT CAN BE INCORPORATED ON SHEET
 C-8. IF NOT EXISTING, THEN ALSO WOULD LIKE UTILITY
 EASEMENTS FOR EXISTING WATER SERVICES TO EXISTING
 HOTEL. CIVIL PLAN ALSO SHOWS A WATER MAIN APPROACHING
 THOSE WATER SERVICES FROM ROAD. PLEASE VERIFY IF THAT
 IS DRAWN CORRECTLY AND IF CITY-OWNED. IF SO, THEN NEED
 UE FOR THAT ALSO.
 RESPONSE: COMPLIED; PLEASE REFER TO THE REVISED CIVIL
 PLANS.
 CAN'T FIND WHERE UE UPDATED. ALSO SEE SOME BACKFLOWS
 INSIDE THE UE - NEED REVISION.
 2. PLEASE LABEL FIRELINE POINT OF SERVICE GATE VALVE
 ADJACENT TO WATER MAIN.
 RESPONSE: COMPLIED; PLEASE REFER TO THE REVISED CIVIL
 PLANS.
 CAN'T FIND WHERE LABELING WAS ADDED -> LOOKS TO STILL
 NEED IT.
 3. DEMOLITION PLAN DID NOT HAVE A LABEL WITH WHAT IS
 HAPPENING TO OLD EXISTING IRRIGATION WATER SERVICE AND
 BACKFLOW PREVENTER FOR EXISTING HOTEL. AS-BUILT PLAN
 ALSO SHOWS IT ARRANGED DIFFERENTLY. PLEASE VERIFY
 CONFIGURATION. IS IT GOING TO BE CUT & CAPPED, REMOVED,
 OR LEFT IN PLACE AS-IS? THERE WAS ANOTHER COMMENT
 RELATED TO THIS FROM ENGINEERING.
 RESPONSE: COMPLIED; PLEASE REFER TO THE REVISED CIVIL
 PLANS.
 CAN'T FIND WHERE THIS WAS UPDATED.
 NEW COMMENT:
 -FIRELINE SHOWING LABELS AS 8 IN. AND 6 IN. - IS THAT
 CORRECT OR IS ONE OF THEM A MISTAKE?
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 06-04-2020 Cont ID  
Sent By rrossano Date 06-04-2020 Time   Rev Time 0.00
Received By rrossano Date 06-04-2020 Time   Sent To  
Notes
2020-06-04 11:43:47COMMENTS FROM RICK ROSSANO, PROJ. COORDINATOR, CITY OF
 WPB ENG. SERVICES, 561-494-1098.
  
 PLEASE CLEARLY LABEL BELVEDERE RD ROW.
 PLEASE PROVIDE STORMWATER CCTV ALONG ENTIRE PROJECT
 FRONTAGE.
 PLEASE REMOVE STANDARD DETAIL WS-2 FROM DETAILS AND
 ADJUST PLANS AS RELATED.
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR, CITY OF WEST PALM BEACH PUBLIC UTILITIES,
 561-822-2262 :
  
 PREVIOUS COMMENTS:
  
 RE: SHEET C-8 UTILITY EASEMENT - BACKFLOW ASSEMBLIES
 CANNOT BE IN THE UTILITY EASEMENTS ? PLEASE UPDATE
 PLAN. WOULD ALSO NEED UE FOR NEW IRRIGATION WATER
 SERVICE AND METER BOX. ON BOUNDARY & TOPOGRAPHY SURVEY
 (SHEET V-2), THERE IS A LISTED UTILITY EASEMENT ? IF
 THAT STILL EXISTS MAYBE IT CAN BE INCORPORATED ON SHEET
 C-8. IF NOT EXISTS, THEN ALSO WOULD LIKE UTILITY
 EASEMENTS FOR EXISTING WATER SERVICES TO EXISTING
 HOTEL. CIVIL PLAN ALSO SHOWS A WATER MAIN APPROACHING
 THOSE WATER SERVICES FROM ROAD. PLEASE VERIFY IF THAT
 IS DRAWN CORRECTLY AND IF CITY-OWNED. IF SO, THEN NEED
 UE FOR THAT ALSO.
  
 RE: SHEET C-8 IRRIGATION - THERE SHOULD BE NO REDUCER.
 1.5 IN. OR 2 IN. METERS BOTH HAVE 2 IN. SERVICE LINES
 PER SD & AML. THE CURBSTOPS ARE THE UNIVERSAL TYPE THAT
 ACCOMMODATES EITHER SIZE METER. PLEASE UPDATE C-8.
  
 NEW COMMENTS:
  
 -PLEASE LABEL FIRELINE POINT OF SERVICE GATE VALVE
 ADJACENT TO WATER MAIN.
  
 -DEMOLITION PLAN DID NOT HAVE A LABEL WITH WHAT IS
 HAPPENING TO OLD EXISTING IRRIGATION WATER SERVICE AND
 BACKFLOW PREVENTER FOR EXISTING HOTEL. AS-BUILT PLAN
 ALSO SHOWS IT ARRANGED DIFFERENTLY. PLEASE VERIFY
 CONFIGURATION. IS IT GOING TO BE CUT & CAPPED, REMOVED,
 OR LEFT IN PLACE AS-IS? THERE WAS ANOTHER COMMENT
 RELATED TO THIS FROM ENGINEERING.
  
 -ON ENGINEERING SUBMITTAL, PLEASE LABEL CONFLICT
 CROSSINGS FOR IRRIGATION WATER SERVICE WITH FM & SS AND
 PROVIDE RESOLUTION.
  
 -A SIDEWALK ABRUPTLY ENDS BEFORE THE IRRIGATION WATER
 METER BOX. IF ANTICIPATE CONTINUING SIDEWALK LATER OR
 HEAVY FOOT TRAFFIC OVER METER BOX, PLEASE RELOCATE
 METER BOX SLIGHTLY NORTH OUT OF THE WAY.
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 02-12-2020 Cont ID  
Sent By rrossano Date 02-12-2020 Time   Rev Time  
Received By rrossano Date 02-12-2020 Time   Sent To  
Notes
2020-02-12 09:56:04Z20010013, Z20010014 - 1301 BELVEDERE PB AIRPORT HOTEL
 REZONING AND WAIVER
  
 1. THE CITY OF WEST PALM BEACH HAS A NUMBER OF
 REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY
 AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND
 WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK
 BELOW: HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=
 ~\WPB_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION
 -FULL-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC0
 2A97B1960045731D3658206F27451722716EF
 THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBL
 IC-WORKS/FORMS,-PERMITS-APPLICATIONS
 2. CODE OF ORDINANCES, CITY OF WEST PALM BEACH,
 FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED
 SEPT. 22, 2008. (SUPPLEMENT NO. 18)
 CHAPTER 90 UTILITIES, ARTICLE I. SEC. 90-7.
 POLICY REGARDING EXTENSION OF WATER OR SEWER SERVICE
 FACILITIES OF THE CITY.
 THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE
 CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY
 BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS,
 BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION.
 3. AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
 4. PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1040 FOR FURTHER
 ASSISTANCE.
 5. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS
 OF ALL WATER, STORMWATER, AND SANITARY AND SEWER LINES,
 INCLUDING STUBS TO EACH PROPERTY LINE FOR WATER AND
 SANITARY SEWERS, THE MAKE AND MODEL OF ALL VALVES,
 METERS, AND OTHERS 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. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW. DIRECTION OF FLOW SHALL BE SHOWN ON PLAN
 VIEW ON PLAN VIEW FOR ALL SANITARY AND STORM SEWERS.
 PLEASE SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL. ADDITIONALLY, 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. PROVIDE PROFILE AND CLEARANCES AT ALL
 UTILITY CROSSINGS.
 6. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 RIGHT OF WAY.
 7. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
 8. 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-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER.
 9. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
 10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
 11. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 12. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 13. PLEASE LABEL WATER LINES AS PRIVATE WHERE
 APPLICABLE.
 14. 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]
 15. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS
 FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS.
 16. PROVIDE CURRENT LIFT STATION CAPACITY.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, PUBLIC UTILITIES
 CITY OF WEST PALM BEACH ? [email protected] OR
 561-822-2262
  
 -ALL WATER METER BOXES ON PROPERTY NEED TO BE IN U.E.
 OR ROW. WILL NEED TO CREATE UTILITY EASEMENT FOR ANY
 WATER METER BOXES ON PRIVATE PROPERTY AND NOT IN U.E.
  
 -1.5? IRRIGATION SHOULD HAVE 2? WATER SERVICE LINE
 PIPING. SHOULD BE LABELED WITH ASSOCIATED WATER SERVICE
 STANDARD DETAIL #. MUST HAVE RPZ/RPPA BACKFLOW
 ASSEMBLY.
  
 -EXISTING BACKFLOW ASSEMBLIES APPEAR TO BE DRAWN
 IN-LINE INSTEAD OF PARALLEL. NEED CORRECTED.
  
 -FIRELINE POINT OF SERVICE FOR EXISTING HOTEL IS AT FAR
 SE CORNER OF LARGE PROPERTY. IF PROPOSED HOTEL IS
 DIVIDED SEPARATELY WITH DIFFERENT OWNERS AND PROPERTY
 LINES COULD BE PROBLEMATIC IN FUTURE SHARING FIRELINE
 WITH RESPECT TO BILLING, MAINTENANCE, AND OWNERSHIP.
  
 -CUSTOMER WOULD NEED TO HAVE EXISTING BACKFLOW
 ASSEMBLIES AT SE AREA TESTED WITH PASSING REPORT AND
 REPAIRED/REPLACED AS NEEDED.
  
 -CUSTOMER WOULD NEED TO START ACCOUNT FOR 3? WATER
 SERVICE AT SE AREA OF PROPERTY AND PAY ANY APPLICABLE
 FEES/CHARGES TO USE WATER.
  
 -ON UTILITY PLAN, THE DOMESTIC WATER SERVICE FOR THE
 EXISTING HOTEL NEEDS TO BE CLEARLY LABELED.
  
 MARK HURLEY
 FIELD CUSTOMER SERVICE SUPERVISOR
 PUBLIC UTILITIES
 CITY OF WEST PALM BEACH
 561-822-2262
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 2 Status   Date 07-29-2020 Cont ID  
Sent By rcaranci Date 07-29-2020 Time 15:05 Rev Time 0.00
Received By rcaranci Date 07-29-2020 Time 15:05 Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 1 Status P Date 06-11-2020 Cont ID  
Sent By rcaranci Date 06-11-2020 Time 10:37 Rev Time 0.00
Received By rcaranci Date 06-11-2020 Time 10:37 Sent To  
Notes
2020-06-11 10:38:455 FOOT LANDSCAPE BUFFER REQUIREMENT BEING ADDRESSED
 WITH PLANNED DEVELOPMENT APPLICATION Z20010013
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 2 Status P Date 07-28-2020 Cont ID  
Sent By tward Date 07-28-2020 Time 11:36 Rev Time 0.00
Received By tward Date 07-28-2020 Time 11:47 Sent To  
Notes
2020-07-28 11:46:56THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE JULY
 16, 2020 SUBMITTAL REVIEW PACKAGE. COMMENTS CAN BE
 ADDRESSED IN THE ENGINEERING PERMIT SUBMITTAL.
  
 1. PROVIDE INFORMATION FOR THE EXISTING CONTROL
 STRUCTURE (WEIR/BLEEDER ELEVATIONS, ETC).
  
 2. ON THE EXFILTRATION DETAIL, PROVIDE EITHER (A) TOP
 AND BOTTOM OF TRENCH ELEVATIONS OR (B) TOP OR BOTTOM OF
 TRENCH ELEVATION AND TOTAL TRENCH HEIGHT (5 FEET).
  
 3. NOTE #8 ("CITY LOGOS ...") ON SHEETS C-5 AND C-6 MAY
 BE SUPERFLUOUS BECAUSE BELVEDERE ROAD IS NOT CWPB RIGHT
 OF WAY AND ALL OF THE DRAINAGE STRUCTURES ONSITE WILL
 BE PRIVATE.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120 (O)
 561-351-0510 (M)
Review Stop STORM STORMWATER
Rev No 1 Status F Date 02-10-2020 Cont ID  
Sent By tward Date 02-10-2020 Time 17:43 Rev Time 0.00
Received By tward Date 02-10-2020 Time 17:45 Sent To  
Notes
2020-02-10 17:45:36THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE OBTAINED FROM THE
 ENGINEERING SERVICES DEPARTMENT.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. ALL PLANS AND SURVEYS SHOULD USE THE SAME VERTICAL
 DATUM. THE CITY'S VERTICAL DATUM IS NGVD 1929. THE CITY
 HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE
 CONVERSION EQUATION TO NGVD1929 IS PROVIDED. THE
 VERTICAL DATUM AND CONVERSION EQUATION TO NGVD1929
 SHOULD BE LISTED ON EVERY PLAN SHEET WITH ELEVATION
 INFORMATION.
  
 2. PIPE INVERTS FOR EXFILTRATION TRENCHES DO NOT AGREE
 WITH THE EXFILTRATION DETAIL.
  
 3. DRAINAGE STRUCTURE #4 WILL BE INSTALLED IN THE
 MIDDLE OF AN EXISTING EXFILTRATION TRENCH. PROVIDE
 PRB'S ON EACH CONNECTION TO THE EXILTRATION TRENCH.
  
 4. PROVIDE INFORMATION ON THE PLANS FOR THE EXISTING
 CONTROL STRUCTURE AND OUTFALL.
  
 5. SHOW MILL AND OVERLAY LIMITS FOR THE UTILITY CUTS.
  
 6. PROVIDE DOCUMENTATION OF A MASTER ASSOCIATION TO
 OPERATE AND MAINTAIN THE SURFACE WATER MANAGEMENT
 SYSTEM. DRAINAGE EASEMENTS IN FAVOR OF EACH PARCEL MAY
 BE REQUIRED.
  
 7. PART OF SITE FALLS WITHIN A SPECIAL FLOOD HAZARD
 AREA (SFHA). A MINIMUM OF 2 FEET OF FREEBOARD ABOVE THE
 BASE FLOOD ELEVATION IS REQUIRED FOR STRUCTURES ON
 PARCELS WITHIN A SFHA.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE OBTAINED FROM THE ENGINEERING SERVICES
 DEPARTMENT.
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. PROVIDE A COPY OF THE SFWMD ERP PRIOR TO STARTING
 CONSTRUCTION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 10-28-2020 Cont ID  
Sent By vnoel Date 10-28-2020 Time 09:02 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 09-17-2020 Cont ID  
Sent By vnoel Date 09-17-2020 Time 11:03 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2020-09-17 11:13:361. PRM INSPECTION HAS BEEN COMPLETED AND ACCEPTED.
 2. CHANGE 20' ACCESS EASEMENT ON SHEET 2 TO ACCESS &
 UTILITY.
 3. CHECK BEARING AND DISTANCE OF 128.36' COURSE VS. AKA
 LEGAL DESCRIPTION.
 4. I DO NOT BELIEVE A DRILL HOLE IS ACCEPTABLE AS
 MONUMENTATION.
 5. ADD STATED SCALE BELOW GRAPHIC SCALE TO SHEET 2.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 07-29-2020 Cont ID  
Sent By llouie Date 07-29-2020 Time 15:17 Rev Time 0.00
Received By llouie Date 07-29-2020 Time 15:17 Sent To  
Notes
2020-07-29 15:18:40GENERAL COMMENTS:
  
 1.) PARCEL DIMENSIONS ARE NOT CONSISTENT WITH THE
 SIGNED AND SEALED SURVEY OF THE PROPERTY. PLEASE
 ADDRESS FOR CONSISTENCY.
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * ANY CHANGES ON THE RESUBMITTED PLANS AND/OR DOCUMENTS
 MAY RESULT IN ADDITIONAL COMMENTS.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE THREE (3) PAPER
 COPIES, ONE (1) REDUCED COPY IN 11 INCHES X 17 INCHES,
 AND AN ELECTRONIC COPY OF ALL PLANS AND DOCUMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT ($600.00) OF THE ORIGINAL
 APPLICATION FEE.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
Review Stop Z ZONING
Rev No 2 Status F Date 06-11-2020 Cont ID  
Sent By llouie Date 06-11-2020 Time   Rev Time 0.00
Received By llouie Date 06-11-2020 Time   Sent To  
Notes
2020-06-11 08:18:31*** THE FOLLOWING COMMENTS HAVE BEEN PROVIDED FOR THE
 PLANS RECEIVED/STAMPED BY STAFF ON 5/22/2020 ***
  
 GENERAL COMMENTS:
  
 1.) ALL DOCUMENTS AND PLANS AS IT RELATES TO THIS
 APPLICATION SHALL BE PROVIDED IN BOTH DIGITAL AND PAPER
 FORMAT. A HARD COPY OF THE PROPOSED PLAT WAS NOT
 PROVIDED FOR THE FILE.
  
 2.) ANY CHANGES MADE TO THE PLAT SHALL ALSO BE
 REFLECTED IN THE PLANS FOR THE PROPOSED DEVELOPMENT
 (REFERENCE: PB CASE NO. 1846).
  
  
 PLAT COMMENTS:
  
 1.) SIMPLIFY THE NAME BY RENAMING THE PLAT TO "HOLIDAY
 INN PBI." ALSO MAKE THE NECESSARY CORRECTIONS ANYWHERE
 THE PLAT NAME IS REFERENCED FOR CONSISTENCY.
  
 2.) PLEASE LABEL THE PARCELS IN THE PLAT (SHEET 2 OF 2)
 FOR CLARIFICATION.
  
 3.) PLEASE ADDRESS THE FOLLOWING IN THE PARCEL TABLE:
 A) THE OVERALL PARCEL SIZE IS INCONSISTENT WITH THE
 SURVEY. B) BUILDING SQUARE FOOTAGE INFORMATION AND
 CALCULATIONS SHALL BE CONSISTENT WITH THE SURVEY.
  
 4.) THE MINIMUM WIDTH OF A TWO-WAY ACCESS DRIVE IS 24
 FT. (PLAT SHOWS THAT THE CROSS-ACCESS EASEMENT IS ONLY
 20 FT. WIDE WHICH DOES NOT MEET THE MINIMUM
 REQUIREMENTS OF THE ZLDRS). [ZLDR S.94-485]
  
 5.) CLARIFICATION NEEDS TO BE PROVIDED FOR THE
 MAINTENANCE OF THE CROSS-ACCESS EASEMENT. THE NOTE IN
 THE PLAT DEDICATES THE ACCESS EASEMENT TO THE
 FEE-SIMPLE OWNERS, BUT WHO MAINTAINS IT? LANGUAGE MAY
 NEED TO BE WORKED OUT WITH THE CITY'S SURVEYOR.
  
 6.) CROSS ACCESS DEPICTED IN THE PLAT DOES NOT MATCH
 THE CROSS ACCESS PROVIDED IN THE MASTER DEVELOPMENT
 PLAN. PLEASE ADDRESS FOR CONSISTENCY.
  
 7.) SHEET NUMBERS NEED TO BE CORRECTED.
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * ANY CHANGES ON THE RESUBMITTED PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF
 FIFTEEN (15) PAPER COPIES, ONE (1) REDUCED COPY IN 8.5
 INCHES X 11 INCHES AND ONE (1) SET IN 11 INCHES X 17
 INCHES, AND AN ELECTRONIC COPY OF ALL PLANS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH
 RESUBMITTAL FEE WILL BE 20% ($120.00) OF THE ORIGINAL
 APPLICATION FEE.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
Review Stop Z ZONING
Rev No 1 Status F Date 02-07-2020 Cont ID  
Sent By llouie Date 02-07-2020 Time   Rev Time  
Received By llouie Date 02-07-2020 Time   Sent To  
Notes
2020-02-07 08:24:10GENERAL COMMENTS:
  
 1.) THE PRELIMINARY PLAT DOCUMENT IS MISSING FROM THE
 APPLICATION SUBMITTAL. PLEASE PROVIDE FOR STAFF REVIEW.
  
 2.) THE APPLICANT SHALL PROVIDE A RESPONSE TO EACH
 STANDARD PROVIDED IN SEC. 94-342, SUBDIVISION GENERAL
 DESIGN STANDARDS, OF THE ZONING AND LAND DEVELOPMENT
 REGULATIONS.
  
 3.) EACH PROPOSED SUBDIVIDED LOT SHALL MEET THE MINIMUM
 LOT SIZE REQUIREMENTS FOR THE DISTRICT/PROPOSED USES.
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * ANY CHANGES ON THE RESUBMITTED PLANS AND/OR DOCUMENTS
 MAY RESULT IN ADDITIONAL COMMENTS.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF
 FIFTEEN (15) PAPER COPIES, ONE (1) REDUCED COPY IN 8.5
 INCHES X 11 INCHES AND ONE (1) SET IN 11 INCHES X 17
 INCHES, AND AN ELECTRONIC COPY OF ALL PLANS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT ($600.00) OF THE ORIGINAL
 APPLICATION FEE.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
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