Plan Review Details - Project Z23040016
Plan Review Stops For Project Z23040016
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 2 Status F Date 07-05-2023 Cont ID  
Sent By swelter Date 07-05-2023 Time 16:46 Rev Time 0.00
Received By swelter Date   Time   Sent To  
Notes
2023-07-05 16:58:47I REQUESTED VIA EMAIL 6.01.23 A COPY OF THEIR 501(C)3
 NON-PROFIT STATUS TO CHRISTIAN BRYANT, SENIOR DESIGNER
 WGI.
  
 PER CODE: NON-PROFIT. PROJECTS ON PREMISES WHICH ARE
 OWNED OR LEASED BY A NON-PROFIT ENTITY THAT ARE NOT
 TAX-EXEMPT UNDER SECTION 501(C)(3) OF THE INTERNAL
 REVENUE CODE, OR PROJECTS ON PREMISES WHICH ARE OWNED
 OR LEASED SOLELY BY A NON-PROFIT ENTITY RECOGNIZED
 UNDER SECTION 501(C)(3) OF THE INTERNAL REVENUE CODE
 YET THE PROJECT IS NOT INTENDED TO BE USED IN
 FURTHERANCE OF THE NON-PROFIT PURPOSE, ARE SUBJECT TO
 THE PUBLIC ART ASSESSMENT
  
 PLEASE EMAIL [email protected] A COPY OF THE 501(C)3
 STATUS.
  
  
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By swelter Date 05-11-2023 Time 09:47 Rev Time 0.00
Received By swelter Date 05-11-2023 Time 09:49 Sent To  
Notes
2023-05-11 09:49:05PROJECT SUBJECT TO PUBLIC ART REQUIREMENT. CONTACT
 SYBILLE WELTER AT [email protected] TO SCHEDULE AN
 INTRODUCTORY MEETING TO REVIEW THE REQUIREMENTS,
 OPTIONS, AND PROCESS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 05-10-2023 Cont ID  
Sent By rbrown Date 05-10-2023 Time 20:25 Rev Time 0.00
Received By rbrown Date 05-10-2023 Time 20:25 Sent To  
Notes
2023-05-10 20:29:04DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS
 SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
 REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
 COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
 OR BY EMAIL: [email protected]
  
 3. ELECTRIC VEHICLE CHARGING STATION. IF ELECTRIC
 VEHICLE (EV) CHARGING STATIONS ARE PROVIDED AT LEAST 1
 IN 25 MUST COMPLY WITH ACCESSIBLE PARKING SPACE
 REQUIREMENTS.
  
 4. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
 THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
 THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
 AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
 FLORIDA BUILDING CODE.
  
 5. GREASE INTERCEPTOR. A GREASE INTERCEPTOR MAY BE
 REQUIRED FOR THE CAFE/BAR. FOR INFORMATION ON THE
 REQUIRED TYPE, SIZE AND LOCATION, PLEASE CONTACT RYAN
 BROWN, CHIEF PLUMBING INSPECTOR, DEVELOPMENT SERVICES
 DEPARTMENT, AT (561) 805-6692, OR BY EMAIL:
 [email protected]
  
 6. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, BACKFLOW PREVENTERS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 7. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES. THE CONTRACTOR SHALL SUBMIT A
 CONSTRUCTION PARKING PLAN TO THE ENGINEERING SERVICES
 DEPARTMENT.
  
 8. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 9. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
 10. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART LIFE ASSESSMENT UNDER THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES (AIPP) PROGRAM. FOR ADVICE
 ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
 ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
 PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
 [email protected]
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status F Date 06-28-2023 Cont ID  
Sent By lquinone Date 06-28-2023 Time 15:19 Rev Time 0.00
Received By lquinone Date 06-28-2023 Time 15:37 Sent To  
Notes
2023-06-28 15:38:51SANITARY CCTVS WERE PROVIDED. REPORTS ARE MISSING AS
 WELL AS STORMWATER CCTVS AND REPORT.
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 06-22-2023 Cont ID  
Sent By lquinone Date 06-22-2023 Time 12:27 Rev Time 0.00
Received By lquinone Date 06-22-2023 Time 12:27 Sent To  
Notes
2023-06-22 12:28:08Z23040016 ??? RESUBMITTAL PPRC COMMENTS
  
 COMMENTS FROM LINDA M. QUINONES- CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES AT 561-494-1085
 [email protected]
  
 1. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER PIPES ALONG ENTIRE PROJECT FRONTAGE.
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-01-2023 Cont ID  
Sent By lquinone Date 05-01-2023 Time 14:19 Rev Time 0.00
Received By lquinone Date 05-01-2023 Time 14:19 Sent To  
Notes
2023-05-01 14:19:48COMMENTS FROM LINDA M. QUINONES-CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES AT 561-494-1085
 [email protected]
 GENERAL:
 O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 O 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:
 A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP
 B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL
 L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97
 B1960045731D3658206F27451722716EF
 B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
 C. ALSO SEE: 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. IN GENERAL,
 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.
 O 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:
 A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU
 BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL
 O 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 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS
 DATA.
  
 BACKFLOW ASSEMBLY AND METERS:
 O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER
 SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING
 TO THEM.
 O SHOW EXISTING AND PROPOSED DEDICATED UTILITY
 EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO
 STRUCTURES WITHIN EASEMENT.
 O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW
 PREVENTION.
 O 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. 3 INCH AND LARGER WATER METERS SHALL BE
 INSTALLED ABOVE-GROUND ONLY.
 O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE
 NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA.
  
 WATER/WASTEWATER PLAN:
 O PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS.
 O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, 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.
 O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR
 SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW.
 O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW FOR ALL
 SANITARY AND STORM SEWERS.
 O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL.
 O PLAN VIEW SHALL SHOW ALL EXISTING AND PROPOSED
 UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER OPTIC,
 ELECTRIC, GAS, AND CABLEVISION & TELECOMMUNICATION
 FACILITIES INCLUDING PIPE SIZE AND MATERIAL LOCATED IN
 THE RIGHT-OF-WAY.
 O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
 DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. PLEASE
 INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND
 MATERIAL LOCATED IN THE RIGHT-OF-WAY.
 O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). 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.
 O PROVIDE FIRE FLOW TEST DATA.
 O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE
 (CONDITION OF SITE PLAN APPROVAL).
 O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL
 BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY
 PROPOSED LENGTH IN FEET.
 O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE
 JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET.
 O ADD NOTE TO PLANS SPECIFYING CITY???S DOWNSTREAM LIFT
 STATION NUMBER.
 O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE.
 O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE
 TRAPS (IF ANY).
 O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN
 OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER.
  
 FORMAL ENGINEERING REVIEW:
 O 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.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF
 WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 O FOR FORMAL ENGINEERING SUBMITTAL, 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.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE
 BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES.
 O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE
 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
 PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER
 CITY OF WPB STANDARD DETAIL GC-8.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
 QUESTIONS AND COORDINATION CONTACTS:
 O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH
 CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF
 BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT
 561-822-2262 OR [email protected]
 O COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER,
 [email protected], 561-494-1047:
 O COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS
 EXAMINER, [email protected] , 561-494-1101:
 O COMMENTS FROM TRACY WARD, SR. STORMWATER ENGINEER,
 ENG. SERVICES DEPT. AT 561-494-1120 OR [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 05-05-2023 Cont ID  
Sent By pleduc Date 05-05-2023 Time   Rev Time 0.00
Received By pleduc Date 05-05-2023 Time 11:18 Sent To  
Notes
2023-05-05 11:20:05THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE DEPARTMENT.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT. THE FOLLOWING COMMENTS ARE INTENDED
 TO PROVIDE GUIDANCE FOR BUILDING PLAN SUBMITTAL.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING(S) SHALL COMPLY
 WITH THE 7TH EDITION OF THE FLORIDA FIRE PREVENTION
 CODE, INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE
 CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE PER THE FLORIDA FIRE PREVENTION CODE.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED, AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
 THE PROPOSED LOCATION OF THE FIRE HYDRANT AND FDC SHALL
 BE WITHIN 100' OF EACH OTHER AND CLOSELY COORDINATED
 WITH THE BUREAU OF FIRE PREVENTION.
  
 THE PROPOSED LOCATIONS ARE ACCEPTABLE.
  
 9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER
 THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY
 ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM,
 ENSURE THEY COMPLY WITH THE REQUIREMENTS OF F.A.C. 61G
 AND SUBMITTED WITH THE MASTER PERMIT.
  
 9A. THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE
 LOCATIONS SHALL MEET AND BE INSTALLED PER THE
 REQUIREMENTS OF NFPA 24 AND SHALL BE COORDINATED WITH
 THE OFFICE OF FIRE MARSHAL, THE CITY'S ENGINEERS
 OFFICE, THE LANDSCAPE PLANNER, AND THE CITY'S PLANNING
 AND ZONING OFFICE.
  
 10. COMPLETE LIFE SAFETY PLANS FOR THE OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, EXIT SEPARATION DISTANCES, COMMON PATHS OF
 TRAVEL, DEAD-END CORRIDORS, EXIT SIGNS, EMERGENCY
 LIGHTING, EXITS LEADING TO A PUBLIC WAY, FIRE
 EXTINGUISHER LOCATIONS, AND ALL FIRE SAFETY FEATURES
 AND EQUIPMENT.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT SYSTEMS.
  
 NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY
 RADIO ENHANCEMENT SERVICES.
 11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM
 RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT
 COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL
 DETERMINED BY THE AHJ.
  
 CONTACT WILL NEED TO BE MADE TO MARK FILLA, PALM BEACH
 COUNTY PUBLIC SAFETY RADIO SYSTEMS MANAGER,
 [email protected], 561-233-0837; AS OUR RADIOS OPERATE
 ON THEIR SYSTEM FOR DETAILED RADIO FREQUENCY AND
 INSTALLATION INSTRUCTIONS.
  
 13. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 14. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 07-11-2023 Cont ID  
Sent By vbroglia Date 07-11-2023 Time 10:53 Rev Time 0.00
Received By vbroglia Date 07-11-2023 Time 10:53 Sent To  
Notes
2023-07-11 10:54:45NO LITTORAL PLANTING PLAN AND NO ARBORIST REPORT.
  
 REFERENCE AN ARBORIST REPORT IN RESPONSE, BUT I DON???T
 SEE IT.
  
  
 FOR ADDITIONAL INFORMATION CONTACT SMITH AMISIAL AT
 561-822-1562 OR [email protected]
Review Stop L LANDSCAPING
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By vbroglia Date 05-10-2023 Time 15:35 Rev Time 0.00
Received By vbroglia Date 05-10-2023 Time 15:35 Sent To  
Notes
2023-05-10 15:37:42FAILED FOR THE FOLLOWING REASONS:
  
 1.JAVA PLUMB AND CHINESE BANYAN ARE NOT INVASIVE
 SPECIES PER PLANTS LISTED IN RULE 5B-57.007 F.A.C,
 NOXIOUS WEED LIST FROM THE FLORIDA DEPARTMENT OF
 AGRICULTURE. CANOPY SQUARE FOOTAGE MUST BE INCLUDED IN
 MITIGATION CALCULATIONS.
  
 2.TREES LISTED IN TREE DISPOSITION SHOULD HAVE A RATING
 OF ???GOOD, FAIR, OR POOR.??? AN ARBORIST REPORT
 SUPPORTING THE RATINGS OF NATIVE TREES PROPOSED FOR
 REMOVAL MUST BE ACCOMPANIED WITH THIS PACKAGE. NATIVE
 TREES WITH A GOOD RATING MUST REMAIN IN PLACE OR BE
 RELOCATED OR THE ARBORIST REPORT MUST PROVIDE REASON AS
 TO WHY THE TREE CANNOT BE RELOCATED.
  
 3.PER SEC 94-450 LITTORAL PLANTING IS REQUIRED ON LAKES
 WHOSE WATER SURFACE IS LARGER THAN ONE-HALF ACRE IN
 SIZE. A LITTORAL ZONE PLAN COMPLIANT WITH SEC 94-450 IS
 REQUIRED FOR ALL LAKES BEING ALTERED.
  
 4.A CANOPY TREE IS REQUIRED IN EACH PLANTER ISLAND FOR
 ALL PARKING ROWS. TERMINAL ISLANDS THAT SHARE TWO
 PARKING ROWS REQUIRE TWO CANOPY TREES.
  
  
  
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  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 2 Status F Date 06-29-2023 Cont ID  
Sent By relizond Date 06-29-2023 Time 16:06 Rev Time 0.00
Received By relizond Date 06-29-2023 Time 15:45 Sent To  
Notes
2023-06-29 16:05:37-EXISTING MANHOLE PROPOSED FOR CONNECTION MUST BE
 REHABBE-EXISTING INLINE GATE VALVE SHOWN IN VICINITY OF
 PORPOSED TAP. VERIFY THAT THERE WILL NOT BE A CONFLUCT
 OR OBSTRUCTION
 -ONSITE FDEP PERMIT WILL BE REQUIRED FOR THE PROPOSED
 FIRE HYFRANT
 -LIST SIZE AND MATERIAL FOR ALL EXISTING AND PROPOSED
 UTILITIES
 -DENOTE THE CITY'S POINT OF SERVICE
 -PROVIDE A PROFILE FOR THE FIRE LINE FROM THE POINT OF
 CONNECTION TO THE POINT OF SERVICE
 -INCLUDE TOP/BOP ELEVATIONS FOR ALL UTILITY CONFLICTS
 -PRINT SHEETS SO THAT THEY ARE TO SCALE ON 11X17 PAPER
 -SHOW ALL UNDERGROUND DRY UTILITIES WITHIN THE PROJECT
 LIMITS
 -SEPARATE TAPS FOR DOMESTIC, FIRE, AND IRRIGATION ARE
 REQUIRED AS TO AVOID SERVICE INTERRUPTIONS DURING
 FUTURE MAINTENANCE AND REPAIRS
 -REFER TO CITY'S STANDARD DETAILS FOR PLACEMENT OF
 ABOVE GROUNT METER/RPZ AND DDCA
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By relizond Date 05-11-2023 Time 11:54 Rev Time 0.00
Received By relizond Date 05-11-2023 Time 11:54 Sent To  
Notes
***NONE***
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 2 Status F Date 06-29-2023 Cont ID  
Sent By mhurley Date 06-29-2023 Time 12:24 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-06-29 12:24:02PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -PROPOSED PRIVATE FIRE HYDRANT APPEARS TO BE TEED OFF
 DOMESTIC PLUMBING LINE. SHOULD CONNECT TO FIRELINE
 INSTEAD.
 -FOR PRIOR REVIEW COMMENT AND RESPONSE: SHOW ALL
 EXISTING METERED WATER SERVICES, FIRE HYDRANTS, AND
 BACKFLOW ASSEMBLIES AND LABEL WHAT IS HAPPENING TO
 THEM. AT LEAST A LARGE DDCV, SMALL RP, AND FIRE HYDRANT
 ARE MISSING FROM THE SOUTH AREA OF PROPERTY AS WELL AS
 A METER AND SMALL RP COMMENT RESPONSE: ALL KNOWN
 EXISTING WATER SERVICES, FIRE HYDRANTS, AND BACKFLOW
 ASSEMBLIES FROM ASBUILT AND SURVEY HAVE BEEN LABELED TO
 SHOW WHAT IS HAPPENING TO THEM. SEE WATER AND SEWER
 SHEET, C04.
 NOT SATISFIED: NEED TO SHOW AND LABEL THE MISSING
 EXISTING DOMESTIC AND FIRE BACKFLOW ASSEMBLIES ON
 ENGINEERING PLANS. ALSO NEED TO SHOW THE EXISTING WATER
 SERVICES. MAY NEED TO DO SITE VISIT IF ASBUILT AND
 SURVEY DO NOT SHOW THEM. IF NEED ASSISTANCE LOCATING
 THEM, CAN CONTACT [email protected]
 -RELOCATED FIRE HYDRANT IS SHOWN FAR FROM WATER MAIN
 AND NOT PROTECTED BY BACKFLOW ASSEMBLY. UPON FURTHER
 REVIEW AT ENGINEERING DEVELOPMENT SUBMITTAL, MAY BE
 REQUIRED TO RELOCATE THE FIRE HYDRANT CLOSER TO WATER
 MAIN OR ADD FIRELINE BACKFLOW ASSEMBLY.
 -CANNOT HAVE WALL BUILT OVER PROPOSED WATER SERVICE
 LINE AND NEED ACCESS TO METERS. REROUTE WALL AROUND THE
 METERED WATER SERVICES AND BACKFLOW ASSEMBLIES.
 -CANNOT HAVE PROPOSED WALL BUILT OVER PIPE TO FIRE
 HYDRANT. REROUTE WALL AROUND HYDRANT. ENSURE MEETING
 THE REQUIRED CLEARANCE DISTANCES.
 -WALLS MAY NEED TO BE REROUTED AROUND OTHER WATER
 SERVICES ONCE THEY ARE SHOWN AND LABELED ON PLANS.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By mhurley Date 05-11-2023 Time 07:33 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-05-11 07:33:26PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -BACKFLOW ASSEMBLIES ARE EXCESSIVELY FAR FROM THE
 PROPERTY LINE. REFER TO WATER SERVICE STANDARD DETAILS
 LOCATION GUIDANCE.
 -ADD SIZE TO LABELS OF PROPOSED WATER METERS AND
 BACKFLOW ASSEMBLIES.
 -WATER METERS 3 INCH OR LARGER NEED TO BE INSTALLED
 ABOVE-GROUND PER STANDARD DETAIL WS3.
 -ADD WORDING PRIVATE TO LABEL OF FIRE HYDRANT
 DOWNSTREAM OF DDCV.
 -ADD WATER AND SEWER DEMAND CALCULATIONS TO WATER AND
 SEWER PLAN.
 -SHOW ALL EXISTING METERED WATER SERVICES, FIRE
 HYDRANTS, AND BACKFLOW ASSEMBLIES AND LABEL WHAT IS
 HAPPENING TO THEM. AT LEAST A LARGE DDCV, SMALL RP, AND
 FIRE HYDRANT ARE MISSING FROM THE SOUTH AREA OF
 PROPERTY AS WELL AS A METER AND SMALL RP
 -NEAR THE SOUTH PROPERTY LINE, THERE ARE SOME LARGE
 MECHANICAL PUMPS. PLEASE DESCRIBE WHAT THEY ARE USED
 FOR.
 -CLEARLY SHOW AND LABEL FIRE HYDRANTS ON WATER PLAN.
 -IF THERE WILL BE ANY ELECTRIC TRANSFORMERS WITH
 CONCRETE PADS, THEN SHOW AND LABEL ON ENGINEERING
 PLANS.
 -VERIFY PRIVATE FIRE SYSTEM WILL HAVE NO ADDED
 CHEMICALS OR AUXILIARY WATER SOURCES SUCH AS WELLS.
 -WILL THE FITNESS CENTER HAVE ANY FOOD SERVICE
 REQUIRING A GREASE TRAP? IF SO, AND IT IS LOCATED
 OUTSIDE, THEN SHOW AND LABEL ON SEWER PLAN.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 07-06-2023 Cont ID  
Sent By jbjoseph Date 07-06-2023 Time 12:00 Rev Time 0.00
Received By jbjoseph Date 07-06-2023 Time 12:01 Sent To  
Notes
2023-07-06 12:01:28NO FURTHER COMMENTS AT THIS TIME.
  
 BRUCELY A. JOSEPH
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By jbjoseph Date 05-10-2023 Time 14:54 Rev Time 0.00
Received By jbjoseph Date 05-10-2023 Time 14:53 Sent To  
Notes
2023-05-10 14:53:55 
 PLEASE PROVIDE:
 1. DUMPSTER ENCLOSURE DETAILS FOR SANITATION SERVICE
 (I.E. SOLID WASTE CONTAINER(S) TYPE, COLLECTION
 LOCATION, ETC.). FOR A FREESTANDING SITE DUMPSTER
 ENCLOSURE. THE ENCLOSURE SHALL COMPLY WITH THE LATEST
 REVISION OF CITY OF WEST PALM BEACH GENERAL
 CONSTRUCTION GARBAGE ENCLOSURE STANDARD. GC-7
 2. LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
 WASTE VOLUME PRODUCED ALONG WITH THE SIZE, TYPE AND
 QUANTITY OF THE CONTAINER (I.E. DUMPSTER/COMPACTOR)
 THAT WILL BE FOR THE SANITATION SERVICE.
  
 BRUCELY A. JOSEPH
 PW PROGRAM MANAGER
 561-494-1141
  
Review Stop STORM STORMWATER
Rev No 2 Status P Date 07-10-2023 Cont ID  
Sent By tward Date 07-10-2023 Time 11:16 Rev Time 0.00
Received By tward Date 07-10-2023 Time 11:21 Sent To  
Notes
2023-07-10 11:21:00THE FOLLOWQING COMMENTS ARE FROM THE REVIEW OF THE
 6/16/23 SUBMITTAL:
  
 1. NO GRADING PLAN WITH PROPOSED GRADES WAS SUBMITTED.
  
 2. ADD A LEGEND TO THE MASTER LAKE PLAN FOR THE RED AND
 GREEN HATCHING.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
Review Stop STORM STORMWATER
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By tward Date 05-10-2023 Time 16:40 Rev Time 0.00
Received By tward Date 05-10-2023 Time 16:42 Sent To  
Notes
2023-05-10 16:41:20THIS 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 FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. IT APPEARS THE DEVELOPMENT WILL ENCROACH INTO THE
 IBIS BLVD TRACT, WHICH IS OWNED BY NPBCID. THIS IS NOT
 MENTIONED IN THE JUSTIFICATION STATEMENT. WILL A LAND
 SWAP OR TRANSFER BE FACILITATED BETWEEN NPBCID AND THE
 CLUB AT IBIS PROPERTY OWNERS ASSOCIATION, INC.?
  
 2. THE SITE PLAN SHOWS A 6-FT WALL AND 5-FT WIDE
 SIDEWALK ALONG THE WEST BOUNDARY OF IBIS BLVD. THESE
 PROPOSED IMPROVEMENTS NEED TO BE DARKER ON THE
 ENGINEERING PLANS.
  
 3. SHOW HOW THE NORTH END OF THE 5-FT SIDEWALK WILL
 CONNECT TO THE EXISTING SIDEWALK.
  
 4. SUGGEST MOVING THE 5-FT SIDEWALK AWAY FROM THE
 EXISTING CATCH BASINS.
  
 5. IDENTIFY WHERE NPBCID'S LAKES WILL BE ENLARGED TO
 OFFSET THE FILLING OF LAKE 1 FOR THE PROPOSED
 DEVELOPMENT. STAFF IS UNABLE TO FIND THE LAKES OR
 HERITAGE GOLF COURSE ON THE IBIS MASTER PLAN.
  
 6. ADJUST LEADER FOR HEADWALL-01 ON SHEET C-03.
  
 7. WILL A HEADWALL BE NEEDED FOR THE NORTH END OF THE
 PIPE FROM STRUCTURE S-02?
  
 8. NO PROPOSED GRADING PROVIDED.
  
 9. PROVIDE FINISHED FLOOR ELEVATION.
  
 10. SHOW WHERE RUNOFF FROM PICKLEBALL COURTS, BOCCE
 COURTS, GOLF CART PARKING AND TRACT TT WILL ENTER THE
 DRAINAGE SYSTEM.
  
 11. SUGGEST REDUCING THE AMOUNT OF IMPERVIOUS AREA BY
 PROVIDING 2 FEET OF LANDSCAPE OVERHANG AT THE ENDS OF
 THE PARKING SPACES AND REPLACING THE WHEEL STOPS WITH
 RAISED CURB WHERE THE PARKING SPACES ARE REDUCED IN
 LENGTH.
  
 12. REVIEW CITY CODE 94-485 FOR PARKING SPACE STRIPING
 LAYOUT.
  
 13. PROPOSED LEFT TURN LANE ON IBIS BLVD. WILL AFFECT
 EXISTING LIGHT POLE IN THE MEDIAN.
  
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH
 THE ENGINEERING PERMIT SUBMITTAL.
  
 2. PROVIDE COPY OF SFWMD ERP MODIFIED PERMIT BEFORE
 START OF CONSTRUCTION.
  
 3. PROVIDE COPY OF NPBCID PERMIT BEFORE START OF
 CONSTRUCTION.
  
 4. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE
 ENGINEERING PERMIT SUBMITTAL.
  
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 07-13-2023 Cont ID  
Sent By vnoel Date 07-13-2023 Time 07:27 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2023-07-13 07:32:04CONDITIONS OF APPROVAL:
  
 1. REPLAT WILL BE REQUIRED
 2. THERE ARE MULTIPLE EASEMENTS AND AGREEMENTS THAT MAY
 NEED TO BE EITHER TERMINATED OR MODIFIED.
 3. FINAL GOLF COURSE MODIFICATION PLAN TO BE REVIEWED.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By vnoel Date 05-10-2023 Time 10:19 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2023-05-10 10:51:551. REPLAT WILL BE REQUIRED.
 2. NEED OWNER'S CONSENT FROM NORTHERN IN APPLICATION.
 3. IT APPEARS THAT A PORTION OF IBIS BLVD. IS TO BE
 ABANDONED AS WELL.
 4, SHOW PROPOSED R/W ON PLANS.
 5. NEED TO SEE PLAN SHOWING ANY LAND SWAP WITH NORTHERN
 IN OTHER AREAS OF DEVELOPMENT.
 6. LOOKS LIKE AN EXISTING LATERAL AT SOUTH ENTRANCE MAY
 NEED TO BE CUT AND CAPPED AT MAIN.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 07-20-2023 Cont ID  
Sent By vbroglia Date 07-20-2023 Time 08:57 Rev Time 0.00
Received By vbroglia Date 07-20-2023 Time 08:57 Sent To  
Notes
***NONE***
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By   Date 05-11-2023 Time   Rev Time  
Received By   Date 05-11-2023 Time   Sent To  
Notes
2023-05-11 01:15:111) THE SIGNING AND PAVEMENT MARKING PLAN IS INCOMPLETE.
 PLEASE ALSO INSTALL AND SHOWCASE REGULATORY SIGNS FOR
 GOLF CARTS, ESPECIALLY AT CROSSING POINTS
 2) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL
 PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT COLORS
 3) CONSIDER REMOVING THE STOP BAR ALONG THE SOUTHBOUND
 DIRECTION OF THE MAIN ROAD AT THE INTERSECTION OF THE
 DRIVEWAY TO THE REC CENTER
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 07-05-2023 Cont ID  
Sent By vbroglia Date 07-05-2023 Time 15:49 Rev Time 0.00
Received By vbroglia Date 07-05-2023 Time 15:48 Sent To  
Notes
2023-07-05 15:56:09CASE NO. 993GGGGGG
 PROJECT NAME: IBIS
 LOCATION: 9055 IBIS BLVD
  
 CONTACT: VALENTINA BROGLIA, PLANNER AT (561) 822-1442
 OR [email protected]
  
 ALL PREVIOUS COMMENTS ARE BELOW, PLEASE REVIEW NUMBER
 5:
  
 1. [SATISFIED] DIMENSION PARKING SPACES ALONG THE CURVE
 IN THE FRONT PARKING LOT PROPOSED AND THE LENGTH OF THE
 PARALLEL PARKING SPACES
  
 2. [SATISFIED] DIMENSION DRIVE AISLES IN PARKING LOTS,
 TWO-WAY MOVEMENT REQUIRES A MINIMUM OF 24 FEET
  
 3.[SATISFIED] THE SITE PLAN SHOWS ACCESS FROM THE RIGHT
 OF WAY TO THE GOLF CART PARKING, PLEASE CALL OUT A FLAT
 CURB FOR ACCESS ON TO THE SIDEWALK
  
 4. [SATISFIED] GOLF CART DRIVE AISLE WIDTH SHALL BE
 CONSISTENT, PARKING LOT DRIVE AISLE WIDTH FOR NOTES 15
 FEET FOR BOTH DIRECTIONS, PLEASE LABEL THE WIDTH OF THE
 CONNECTING PATH TO THE FRONT GOLF CART PARKING LOT
  
 5. [PARTIALLY SATISFIED] GOLF CART PATH IS NOTED AS 8
 FEET BUT SEEMS TO CUT OFF WHEN CONNECTING TO THE
 SIDEWALK, PLEASE CLARIFY IF THE SIDEWALK AND GOLF CART
 PATH IS TO BE SHARED, PLEASE SHOW A DISTINGUISH BETWEEN
 GOLF CART PATH AND PEDESTRIAN WALK WAY.-- SIDEWALK AND
 GOLF CART PATH MERGES INTO EACH OTHER NEAR THE DOG PARK
 MAKING GOLF CART PATH INCOSISTANT AND A "DEAD END"
  
 6. [SATISFIED] PLEASE PROVIDE A CROSS PATH WHERE A
 PEDESTRIAN CAN CROSS ALONG THE GOLF-CART PATHS
  
 7.[SATISFIED] IF MINI-GOLF AREA PROPOSED IS NOT A PART
 OF THIS PROPOSAL, PLEASE CALL OUT IT IS NOT APART OF
 THIS APPROVAL PROCESS OR REMOVE FROM PLANS
  
 8. [SATISFIED] PLEASE SHOW BIKE RACK LOCATION,
 DIMENSIONS, AND DETAIL, WAVE DESIGN IS NOT PERMITTED IN
 THE CITY OF WEST PALM BEACH
  
 9.[SATISFIED] PLEASE SHOW STRIPPING DETAIL FOR PARKING
 LOT
  
 10.[SATISFIED] IS THE CLUB HOUSE ONLY FOR RESIDENT USE
 OR WILL THE PUBLIC BE PERMITTED TO OBTAIN A MEMBERSHIP
 AND USE CLUB HOUSE?
  
 11.[SATISFIED] PLEASE PROVIDE THE DIMENSIONS OF THE
 PARKING LOT LANDSCAPE ISLANDS AND BUFFER ON THE SITE
 PLAN
  
 -PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
 RECEIVED A RESPONSE TO THE PPRC COMMENTS/REVIEW COMMENT
 WITHIN 60 DAYS FROM THE DATE OF THE PPRC
 MEETING/COMMENT ISSUANCE (BY 8/10/2023), THE PLANNING
 DIVISION MAY NOTIFY THE APPLICANT THAT THE CASE IS
 CONSIDERED WITHDRAWN. ANY FURTHER ACTION WILL REQUIRE A
 NEW DEVELOPMENT APPLICATION.
  
 -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% OF THE ORIGINAL APPLICATION FEE
  
 PLEASE PROVIDE RESUBMITTAL FEE UPON THE RESUBMITTAL
 DEADLINE 8/10/2023
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 05-05-2023 Cont ID  
Sent By vbroglia Date 05-05-2023 Time 15:50 Rev Time 0.00
Received By vbroglia Date 05-05-2023 Time 13:57 Sent To  
Notes
2023-05-05 15:52:53CASE NO. 993GGGGGG
 PROJECT NAME: IBIS NORTH RECREATION CENTER
 LOCATION: 9055 IBIS BLVD
  
 PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING
 REVIEW COMMENTS:
  
 1.DIMENSION PARKING SPACES ALONG THE CURVE IN THE FRONT
 PARKING LOT PROPOSED AND THE LENGTH OF THE PARALLEL
 PARKING SPACES
  
 2.DIMENSION DRIVE AISLES IN PARKING LOTS, TWO-WAY
 MOVEMENT REQUIRES A MINIMUM OF 24 FEET
  
 3.THE SITE PLAN SHOWS ACCESS FROM THE RIGHT OF WAY TO
 THE GOLF CART PARKING, PLEASE CALL OUT A FLAT CURB FOR
 ACCESS ON TO THE SIDEWALK
  
 4.GOLF CART DRIVE AISLE WIDTH SHALL BE CONSISTENT,
 PARKING LOT DRIVE AISLE WIDTH FOR NOTES 15 FEET FOR
 BOTH DIRECTIONS, PLEASE LABEL THE WIDTH OF THE
 CONNECTING PATH TO THE FRONT GOLF CART PARKING LOT
  
 5.GOLF CART PATH IS NOTED AS 8 FEET BUT SEEMS TO CUT
 OFF WHEN CONNECTING TO THE SIDEWALK, PLEASE CLARIFY IF
 THE SIDEWALK AND GOLF CART PATH IS TO BE SHARED, PLEASE
 SHOW A DISTINGUISH BETWEEN GOLF CART PATH AND
 PEDIESTRIAN WALK WAY.
  
 6.PLEASE PROVIDE A CROSS PATH WHERE A PEDESTRIAN CAN
 CROSS ALONG THE GOLF-CART PATHS
  
 7.IF MINI-GOLF AREA PROPOSED IS NOT A PART OF THIS
 PROPOSAL, PLEASE CALL OUT IT IS NOT APART OF THIS
 APPROVAL PROCESS OR REMOVE FROM PLANS
  
 8.PLEASE SHOW BIKE RACK LOCATION, DIMENSIONS, AND
 DETAIL, WAVE DESIGN IS NOT PERMITTED IN THE CITY OF
 WEST PALM BEACH
  
 9.PLEASE SHOW STRIPPING DETAIL FOR PARKING LOT
  
 10.IS THE CLUB HOUSE ONLY FOR RESIDENT USE OR WILL THE
 PUBLIC BE PERMITTED TO OBTAIN A MEMBERSHIP AND USE CLUB
 HOUSE?
  
 11. PLEASE PROVIDE THE DIMENSIONS OF THE PARKING LOT
 LANDSCAPE ISLANDS AND BUFFER ON THE SITE PLAN
  
 CONTACT: VALENTINA BROGLIA, PLANNER AT (561) 822-1442
 OR [email protected]
  
 -PLEASE NOTE THAT CHANGES ON THE RESUBMITTED PLANS OR
 THE SUBMITTAL OF INFORMATION/PLANS TO ADDRESS THE
 COMMENTS MAY RESULT IN ADDITIONAL COMMENTS.
  
 -PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
 RECEIVED A RESPONSE TO THE PPRC COMMENTS/REVIEW COMMENT
 WITHIN 60 DAYS FROM THE DATE OF THE PPRC
 MEETING/COMMENT ISSUANCE (BY 05/11/2023), THE PLANNING
 DIVISION MAY NOTIFY THE APPLICANT THAT THE CASE IS
 CONSIDERED WITHDRAWN. ANY FURTHER ACTION WILL REQUIRE A
 NEW DEVELOPMENT APPLICATION.
  
 -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% OF THE ORIGINAL APPLICATION FEE
  
  
  Print


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved