Plan Review Details - Project Z22040017
Plan Review Stops For Project Z22040017
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 05-12-2022 Cont ID  
Sent By scwelter Date 05-12-2022 Time 11:45 Rev Time 0.00
Received By scwelter Date 05-12-2022 Time 11:46 Sent To  
Notes
2022-05-12 11:46:09INTERIOR NOT APPLICABLE TO PUBLIC ART REQUIREMENT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 05-11-2022 Cont ID  
Sent By rbrown Date 05-11-2022 Time 19:47 Rev Time 0.00
Received By rbrown Date 05-11-2022 Time 19:47 Sent To  
Notes
2022-05-11 19:51:46DEVELOPMENT 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. THE ADDITION TO THE EXISTING BUILDING IS COVERED BY
 CHAPTER 11 OF THE FLORIDA EXISTING BUILDING CODE. THE
 HEIGHT AND/OR AREA INCREASE DUE TO THE PROPOSED
 ADDITION SHALL NOT INCREASE THE TOTAL BUILDING HEIGHT
 AND/OR AREA BEYOND THAT ALLOWED UNDER THE APPLICABLE
 PROVISIONS OF CHAPTER 5 OF THE FLORIDA BUILDING CODE
 FOR THE TYPE OF CONSTRUCTION USED.
  
 3. GREASE/PETROLEUM INTERCEPTOR. A LARGER
 GREASE/PETROLUEM INTERCEPTOR MAYL BE REQUIRED. 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]
  
 4. 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, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 5. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 6. 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 2 Status F Date 05-23-2023 Cont ID  
Sent By lquinone Date 05-23-2023 Time 13:31 Rev Time 0.00
Received By lquinone Date 05-23-2023 Time 13:31 Sent To  
Notes
2023-05-23 13:32:58NO RESPONSE LETTER WAS PROVIDED.
  
 REPEATED COMMENTS:
  
 O LINDA QUI??ONES-CINTRON, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPARTMENT 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/IMPERVIOUS
 CALCULATIONS.
  
 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 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 LOCATED ON 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.
 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 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.
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-09-2022 Cont ID  
Sent By rrossano Date 05-09-2022 Time   Rev Time  
Received By rrossano Date 05-09-2022 Time   Sent To  
Notes
2022-05-09 11:51:34O RICK ROSSANO, SR. PROJECT COORDINATOR, ENGINEERING
 SERVICES DEPARTMENT AT 561-494-1098 [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/IMPERVIOUS
 CALCULATIONS.
  
 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 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 LOCATED ON 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.
 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 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.
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES,
 561-822-2262 OR [email protected]
 -WHAT DAYS AND TIMES ARE THE ACCESS GATES CLOSED?
  
 -IS THERE A CURRENT AGREEMENT TO USE NEIGHBOR?S SEWER
 INFRASTRUCTURE? IF SO, PLEASE PROVIDE COPY.
  
 -IS THERE A CURRENT ACCESS AGREEMENT OR EASEMENT TO
 TRAVERSE NEIGHBOR?S PROPERTY TO THE NORTH? IF SO,
 PLEASE PROVIDE DOCUMENTATION AND UPDATE SURVEY AND
 ENGINEERING PLAN.
  
 -ARE EXISTING WATER AND SEWER INFRACTURE SUFFICIENT FOR
 ANY INCREASED DEMAND?
  
 -SHOW AND LABEL EXISTING DOMESTIC WATER SERVICE, SEWER
 MAIN, CLEANOUT, WATER MAIN, METER BOX, AND BACKFLOW
 ASSEMBLY ON ENGINEERING PLAN.
  
 -LP1 CALLS OUT THREE (5) NEW CHRISTMAS PALM TREE.
  
 -EXISTING DCDA IS 4 INCH SIZE. IF PROPOSED BUILDING
 WILL HAVE FIRE SPRINKLERS, IS DCDA SIZE SUFFICIENT?
  
 -DOMESTIC BACKFLOW ASSEMBLY IS SHOWING AS OVERDUE FOR
 ANNUAL TESTING. IF IT WILL REMAIN THROUGH THE PROJECT,
 THEN NEEDS TO BE TESTED BY LICENSED PLUMBER.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 05-15-2023 Cont ID  
Sent By pleduc Date 05-15-2023 Time   Rev Time 0.00
Received By pleduc Date 05-15-2023 Time 12:47 Sent To  
Notes
2023-05-15 12:49:47FIRE HAS NO OBJECTIONS TO THE PROPOSED AND APPROVES.
  
 FIRE'S APPROVAL OF THIS SUBMITTED PROJECT MAY NOT
 CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 IF APPLICABLE, FIRE SHALL REVIEW ALL SUBMITTED PROJECT
 PLANS AT THE APPLICABLE TIME AND IN ACCORDANCE WITH THE
 REQUIREMENTS OF ALL APPLICABLE FIRE CODES AND
 STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 05-04-2022 Cont ID  
Sent By pleduc Date 05-04-2022 Time   Rev Time 0.00
Received By pleduc Date 05-04-2022 Time 12:08 Sent To  
Notes
2022-05-04 12:16:23THE 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.
  
 ANY PROPOSED LOCATION OF NEW FIRE HYDRANT(S) AND/OR
 FDC(S) SHALL BE WITHIN 100' OF EACH OTHER AND CLOSELY
 COORDINATED WITH THE BUREAU OF FIRE PREVENTION.
  
 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. ANY NEW 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. ANY PASSENGER ELEVATORS SHALL CONFORM TO THE FIRE
 FIGHTER?S EMERGENCY OPERATIONS REQUIREMENTS OF ASME
 A17.1/CSA B44, SAFETY CODE FOR ELEVATORS.
  
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE PASSENGER
 ELEVATOR THAT IS OPERATIONAL AND WILL ACCOMMODATE AN
 AMBULANCE STRETCHER 76 INCHES LONG AND 24 INCHES WIDE
 IN THE HORIZONTAL POSITION.
  
 13. 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.
  
 14. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 15. 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 06-07-2023 Cont ID  
Sent By kdefranc Date 06-07-2023 Time 09:22 Rev Time 0.00
Received By kdefranc Date 06-07-2023 Time 09:19 Sent To  
Notes
2023-06-07 09:22:06FROM: KEVIE DEFRANC, SENIOR PLANNER 561-822-1449
 PROJECT: 2345 OKEECHOBEE Z22040017
 JUNE 7, 2023
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. NOT SATISFIED. PROVIDE A SEPARATE TREE DISPOSITION
 PLAN AND LIST. SECTION 94-448 (D)(3) REQUIRES NATIVE
 TREES AND PALMS IN GOOD CONDITION TO BE PRESERVED ON
 SITE OR RELOCATED. ANSI A 300 (PART 5) STANDARDS
 SPECIFY EXAMPLES OF SUITABILITY RATINGS OF GOOD,
 MODERATE, OR POOR FOR RELOCATION. PROVIDE AN ARBORISTS
 REPORT RATING THE CONDITION AND RELOCATION POTENTIAL
 FOR THE NATIVE TREES AND PALMS IF THERE ARE PROPOSED
 REMOVALS.
  
 6/7/23 NO TREE DISPOSITION PLAN WITH THE INFORMATION
 REQUESTED HAS BEEN PROVIDED.
  
 2. NOT SATISFIED. IDENTIFY RELOCATED TREES OR PALMS ON
 THE PLANT LIST AND COUNT THEM TOWARD THE REQUIRED
 TREES.
  
 6/7/23 LABEL RELOCATED TREES ACCORDING TO DISPOSITION
 NUMBER THEY ARE GIVEN FROM TREE DISPOSITION PLAN.
  
 3. NOT SATISFIED. ALL EXISTING LANDSCAPING MUST BE
 SHOWN ON THE LANDSCAPE PLAN TO PROVIDE A COMPLETE PLAN
 SHOWING COMPLIANCE WITH CURRENT CODE REQUIREMENTS.
  
 6/7/23 PROVIDE LIST OF EXISTING TREES/PALMS.
  
 4. NOT SATISFIED. PROVIDE A CODE COMPLIANCE CHART WITH
 THE BUFFER LENGTHS AND CALCULATION FOR THE NUMBER OF
 REQUIRED TREES AND HEDGES FOR ALL FOUR BUFFERS AND SHOW
 THE NUMBER PROVIDED.
  
 5. NOT SATISFIED. PROVIDE THE MINIMUM CALCULATIONS FOR
 REQUIRED LANDSCAPING ON THE SITE, INCLUDING NUMBER OF
 SHADE AND FLOWERING TREES BASED ON 40% REQUIRED OPEN
 SPACE AND THE SQUARE FOOTAGE AND PERCENTAGE OF
 LANDSCAPE AREA.
  
 6. SATISFIED. SHOW ALL EXISTING AND PROPOSED WATER AND
 SEWER AND DRAINAGE LINES ON THE LANDSCAPE PLAN. SHOW
 LOCATIONS OF BACKFLOWS AND ADJUST LOCATIONS OF UTILITY
 LINES TO RESOLVE CONFLICTS WITH EXISTING AND PROPOSED
 TREES AND LANDSCAPING.
  
 7. SATISFIED. PROVIDE THE 50 REQUIRED FLORIDA FRIENDLY
 POINTS BASED ON THE FINAL PLANT LIST PER SECTION
 94-443(G).
  
 8. NOT SATISFIED. SHOW COMPLIANCE WITH SECTION 94-445
 L. PLANT SPECIES. A MINIMUM OF 60 PERCENT OF PLANT
 MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES. PROVIDE THE ACTUAL PERCENTAGE BASED
 ON THE PLANT LIST.
  
 6/7/23 CANNOT CLAIM CREDIT FOR SELECTING MULTIPLE
 OPTIONS IN THE SAME CATEGORY.
  
 9. NOT SATISFIED. ALL SURFACE PARKING MUST MEET THE
 REQUIREMENTS OF SECTION 94-443(C)(3) A. INCLUDING
 TERMINAL LANDSCAPE ISLANDS, INTERIOR ISLANDS AND SHADE
 TREES. SHOW ALL MODIFIED AREAS MEET REQUIREMENTS ON THE
 LANDSCAPE PLAN. EACH LANDSCAPE ISLAND REQUIRES A TREE,
 AND AT LEAST 75% MUST BE CATEGORY 1 SHADE TREES.
  
 10. NOT SATISFIED. PROVIDE AN EXHIBIT SHOWING THE
 PARKING AREA SURFACE CALCULATIONS, PARKING SPACE AREAS
 AND LANDSCAPE AREAS PROVIDED TO DEMONSTRATE COMPLIANCE
 WITH SECTIONS 94-443 (C)(3) AND (4). PROVIDE THE
 CALCULATIONS IN THE LANDSCAPE REQUIREMENT CHART. REFER
 TO FIGURE XIV-1.
  
 11. NOT SATISFIED. PROVIDE SCREENING HEDGES FOR ALL
 GROUND MOUNTED VALVES AND EQUIPMENT AND ADD A NOTE THAT
 ALL EQUIPMENT WILL BE SCREENED.
  
 6/7/23 SHOW GROUND EQUIPMENT ON PLANS.
  
 12. NOT SATISFIED. FOUNDATION LANDSCAPE REQUIREMENT
 NEEDS TO SHOW TOTAL LINEAR FOOTAGE FOR EACH BUILDING
 AND SHOW THAT AT LEAST 30% OF THAT IS LANDSCAPED AREA.
  
 13. NOT SATISFIED. ALL TREES MUST MEET THE MINIMUM 12
 FT HEIGHT REQUIREMENT. SILVER BUTTONWOOD SHOWN AT 10
 FT.
  
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF ANY
 RIGHT OF WAY LANDSCAPING AND IRRIGATION APPROVED WITH
 THIS PETITION.
  
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF ANY RIGHT OF WAY
 LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 05-11-2022 Cont ID  
Sent By rcaranci Date 05-11-2022 Time 17:07 Rev Time 0.00
Received By rcaranci Date 05-11-2022 Time 17:06 Sent To  
Notes
2022-05-11 17:11:14FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 2345 OKEECHOBEE Z22040017
 MAY 11, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. PROVIDE A SEPARATE TREE DISPOSITION PLAN AND LIST.
 SECTION 94-448 (D)(3) REQUIRES NATIVE TREES AND PALMS
 IN GOOD CONDITION TO BE PRESERVED ON SITE OR RELOCATED.
 ANSI A 300 (PART 5) STANDARDS SPECIFY EXAMPLES OF
 SUITABILITY RATINGS OF GOOD, MODERATE, OR POOR FOR
 RELOCATION. PROVIDE AN ARBORISTS REPORT RATING THE
 CONDITION AND RELOCATION POTENTIAL FOR THE NATIVE TREES
 AND PALMS IF THERE ARE PROPOSED REMOVALS.
  
 2. IDENTIFY RELOCATED TREES OR PALMS ON THE PLANT LIST
 AND COUNT THEM TOWARD THE REQUIRED TREES.
  
 3. ALL EXISTING LANDSCAPING MUST BE SHOWN ON THE
 LANDSCAPE PLAN TO PROVIDE A COMPLETE PLAN SHOWING
 COMPLIANCE WITH CURRENT CODE REQUIREMENTS.
  
  
 4. PROVIDE A CODE COMPLIANCE CHART WITH THE BUFFER
 LENGTHS AND CALCULATION FOR THE NUMBER OF REQUIRED
 TREES AND HEDGES FOR ALL FOUR BUFFERS AND SHOW THE
 NUMBER PROVIDED.
  
 5. PROVIDE THE MINIMUM CALCULATIONS FOR REQUIRED
 LANDSCAPING ON THE SITE, INCLUDING NUMBER OF SHADE AND
 FLOWERING TREES BASED ON 40% REQUIRED OPEN SPACE AND
 THE SQUARE FOOTAGE AND PERCENTAGE OF LANDSCAPE AREA.
  
  
 6. SHOW ALL EXISTING AND PROPOSED WATER AND SEWER AND
 DRAINAGE LINES ON THE LANDSCAPE PLAN. SHOW LOCATIONS OF
 BACKFLOWS AND ADJUST LOCATIONS OF UTILITY LINES TO
 RESOLVE CONFLICTS WITH EXISTING AND PROPOSED TREES AND
 LANDSCAPING.
  
  
 7. PROVIDE THE 50 REQUIRED FLORIDA FRIENDLY POINTS
 BASED ON THE FINAL PLANT LIST PER SECTION 94-443(G).
  
  
 8. SHOW COMPLIANCE WITH SECTION 94-445 L. PLANT
 SPECIES. A MINIMUM OF 60 PERCENT OF PLANT MATERIAL
 ADDED SHALL BE FLORIDA NATIVE OR DROUGHT TOLERANT
 SPECIES SELECTED FROM THE CITY LIST OR THE LIST OF
 SPECIES IN THE MOST RECENT EDITION OF SOUTH FLORIDA
 WATER MANAGEMENT DISTRICT WATERWISE SOUTH FLORIDA
 LANDSCAPES. PROVIDE THE ACTUAL PERCENTAGE BASED ON THE
 PLANT LIST.
  
  
  
 9. ALL SURFACE PARKING MUST MEET THE REQUIREMENTS OF
 SECTION 94-443(C)(3) A. INCLUDING TERMINAL LANDSCAPE
 ISLANDS, INTERIOR ISLANDS AND SHADE TREES. SHOW ALL
 MODIFIED AREAS MEET REQUIREMENTS ON THE LANDSCAPE PLAN.
 EACH LANDSCAPE ISLAND REQUIRES A TREE, AND AT LEAST 75%
 MUST BE CATEGORY 1 SHADE TREES.
  
 10. PROVIDE AN EXHIBIT SHOWING THE PARKING AREA SURFACE
 CALCULATIONS, PARKING SPACE AREAS AND LANDSCAPE AREAS
 PROVIDED TO DEMONSTRATE COMPLIANCE WITH SECTIONS 94-443
 (C)(3) AND (4). PROVIDE THE CALCULATIONS IN THE
 LANDSCAPE REQUIREMENT CHART. REFER TO FIGURE XIV-1.
  
 11. PROVIDE SCREENING HEDGES FOR ALL GROUND MOUNTED
 VALVES AND EQUIPMENT AND ADD A NOTE THAT ALL EQUIPMENT
 WILL BE SCREENED.
  
  
 12. FOUNDATION LANDSCAPE REQUIREMENT NEEDS TO SHOW
 TOTAL LINEAR FOOTAGE FOR EACH BUILDING AND SHOW THAT AT
 LEAST 30% OF THAT IS LANDSCAPED AREA.
  
 13. ALL TREES MUST MEET THE MINIMUM 12 FT HEIGHT
 REQUIREMENT. SILVER BUTTONWOOD SHOWN AT 10 FT.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF ANY
 RIGHT OF WAY LANDSCAPING AND IRRIGATION APPROVED WITH
 THIS PETITION.
  
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF ANY RIGHT OF WAY
 LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
  
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 1 Status F Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By mtechnow Date 05-11-2022 Time 15:42 Sent To  
Notes
2022-05-11 15:41:44-WILL REVIEW THE PROPOSED WATER/WASTEWATER PLAN WHEN
 PROVIDED.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 05-19-2023 Cont ID  
Sent By mhurley Date 05-19-2023 Time 13:22 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-05-19 13:22:42PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -RESPONSE LETTER WAS NOT PROVIDED FOR THE FOLLOWING
 REVIEW COMMENTS FROM INITIAL SUBMITTAL. PLEASE RESPOND
 TO THOSE NOW:
 *WHAT DAYS AND TIMES ARE THE ACCESS GATES CLOSED?
 *IS THERE A CURRENT AGREEMENT TO USE NEIGHBOR???S SEWER
 INFRASTRUCTURE? IF SO, PLEASE PROVIDE COPY.
 *IS THERE A CURRENT ACCESS AGREEMENT OR EASEMENT TO
 TRAVERSE NEIGHBOR???S PROPERTY TO THE NORTH? IF SO,
 PLEASE PROVIDE DOCUMENTATION AND UPDATE SURVEY AND
 ENGINEERING PLAN.
 *ARE EXISTING WATER AND SEWER INFRACTURE SUFFICIENT FOR
 ANY INCREASED DEMAND?
 *SHOW AND LABEL EXISTING DOMESTIC WATER SERVICE, SEWER
 MAIN, CLEANOUT, WATER MAIN, METER BOX, AND BACKFLOW
 ASSEMBLY ON ENGINEERING PLAN.
 *LP1 CALLS OUT THREE (5) NEW CHRISTMAS PALM TREE.
 *EXISTING DCDA IS 4 INCH SIZE. IF PROPOSED BUILDING
 WILL HAVE FIRE SPRINKLERS, IS DCDA SIZE SUFFICIENT?
 *DOMESTIC BACKFLOW ASSEMBLY IS SHOWING AS OVERDUE FOR
 ANNUAL TESTING. IF IT WILL REMAIN THROUGH THE PROJECT,
 THEN NEEDS TO BE TESTED BY LICENSED PLUMBER.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 06-02-2023 Cont ID  
Sent By jbjoseph Date 06-02-2023 Time 12:21 Rev Time  
Received By jbjoseph Date   Time   Sent To  
Notes
2023-06-02 12:23:11PLEASE PROVIDE THE FOLLOWING:
 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. PROVIDE AN AUTOTURN PLAN.?? TRAVEL PATHS SHOULD
 BEGIN OUTSIDE THE SITE ILLUSTRATING THE TURN ONTO THE
 PRIMARY ENTRY ROAD/DRIVE, MANEUVERING AROUND THE SITE,
 AND COMPLETED WITH AN ILLUSTRATION DEMONSTRATING
 EXITING THE SITE.
 PATHS MUST ILLUSTRATE THE FULL VEHICLE SWEPT PATH
 (INCLUDING WHEEL TRACKS AND OUT-TO-OUT VEHICLE OVERHANG
 SWEEP) AND MUST INDICATE A CLEAR, UNOBSTRUCTED TRAVEL
 AROUND THE SITE WITHOUT IMPACT/COLLISIONS TO BUILDINGS,
 CURBS, LANDSCAPING, PARKING SPACES, VEHICLES, ETC???
 AUTOTURN EXHIBIT WITH DYNAMIC ENVELOPE AND THE
 VEHICLE'S WHEEL PATH IDENTIFIED WITH DIFFERENT COLORS
 FOR THE SANITATION SERVICE, FRONT LOADER TRUCK WITH THE
 FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 -TIRE PATH WIDTH: 8FT
 - DYNAMIC ENVELOPE WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 325FT
 - CURB TO CURB DIAMETER: 74 FT
 - WALL TO WAII DIAMETER: 86 3FT
  
 BRUCELY A. JOSEPH
 PUBLIC WORKS PROGRAM MANAGER
 [email protected]
Review Stop STORM STORMWATER
Rev No 2 Status F Date 06-27-2023 Cont ID  
Sent By tward Date 06-27-2023 Time 13:26 Rev Time 0.00
Received By tward Date 06-27-2023 Time 13:32 Sent To  
Notes
2023-06-27 13:29:16THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 5/9/2023 SUBMITTAL.
  
 1. [PARTIALLY SATISFIED - ADD THE CONVERSION EQUATION
 TO NGVD1929 TO THE ENGINEERING PLANS] THE CITY'S
 OFFICIAL VERTICAL DATUM IS NGVD1929. THE CITY HAS
 ALLOWED THE USE OF NAVD1988 AS LONG AS THE CONVERSION
 EQUATION TO NGVD1929 AT THE PROJECT LOCATION IS
 PROVIDED. PROVIDE VERTICAL DATUM REFERENCE AND
 CONVERSION TO NGVD1929 ON THE ENGINEERING PLANS.
  
 2. [SATISFIED - THE PARKING SPACES DO NOT APPEAR TO BE
 REDUCED IN LENGTH TO REDUCE THE AMOUNT OF IMPERVIOUS
 AREA] CONSIDER REDUCING THE PARKING SPACES AND PROVIDE
 TWO FEET OF LANDSCAPED OVERHANG.
  
 3. [NOT SATISFIED - PROVIDE A COPY OF THE DRAINAGE
 EASEMENT] PROVIDE DOCUMENTATION OF PERMISSIBLE
 CONNECTION OF THE DRAINAGE SYSTEM TO ADJACENT
 PROPERTY'S DRAINAGE SYSTEM.
  
 4. [SATISFIED] OKEECHOBEE BLVD IS MAINTAINED BY FDOT.
 ANY WORK WITHIN THE RIGHT OF WAY MAY REQUIRE A PERMIT
 FROM FDOT.
  
 5. [PARTIALLY SATISFIED - PROPOSED STORM ON THE WEST
 SIDE OF SITE IS NOT SHOWN.] SHOW EXISTING AND PROPOSED
 UTILITIES ON THE LANDSCAPE PLANS.
  
 6. [NOT SATISFIED] ON SECTION A-A, PROVIDE WIDTH OF
 PAVEMENT (OR RANGE OF WIDTH IF IT VARIES) FROM FACE OF
 CURB TO FACE OF CURB. PROVIDE SWALE ALONG WEST PROPERTY
 LINE TO PREVENT DIRECT RUNOFF ONTO THE ADJACENT
 PROPERTY.
  
 7. [PARTIALLY SATISFIED] SECTION B-B, PROVIDE SWALE TO
 PREVENT DIRECT RUNOFF ONTO THE ADJACENT SITE OR SHOW
 4:1 SLOPE FROM BACK OF CURB TO EXISTING GRADE TO ALLOW
 RUNOFF FROM THE ADJACENT SITE TO CONTINUE TO FLOW ONTO
 THE SITE. PROPOSED IMPROVEMENTS TO THE SITE SHALL NOT
 CAUSE NEW PONDING TO OCCUR ON ADJACENT SITES.
  
 8. [NOT SATISFIED] CONNECT ROOF DRAINS DIRECTLY TO
 DRAINAGE STRUCTURES INSTEAD OF DISCHARGING ONTO THE
 GROUND SURFACE.
  
 NEW COMMENTS (5/9/2023 SUBMITTAL):
  
 9. PROVIDE WRITTEN COMMENTS DESCRIBING HOW EACH OF
 THESE COMMENTS ARE ADDRESSED.
  
 10. CONFIRM INSTALLATION OF PROPOSED EXFILTRATION
 TRENCH SLONG THE WEST PROPERTLY LINE WILL DAMAGE THE
 ROOT SYSTEM OF THE EXISTING TREES.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 05-12-2022 Cont ID  
Sent By tward Date 05-12-2022 Time 12:59 Rev Time 0.00
Received By tward Date 05-12-2022 Time 13:00 Sent To  
Notes
2022-05-12 13:00:22THIS 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. THE CITY?S OFFICIAL VERTICAL DATUM IS NGVD1929. THE
 CITY HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE
 CONVERSION EQUATION TO NGVD1929 AT THE PROJECT LOCATION
 IS PROVIDED. PROVIDE VERTICAL DATUM REFERENCE AND
 CONVERSION TO NGVD1929 ON THE ENGINEERING PLANS.
  
 2. CONSIDER REDUCING THE PARKING SPACES AND PROVIDE TWO
 FEET OF LANDSCAPED OVERHANG.
  
 3. PROVIDE DOCUMENTATION OF PERMISSIBLE CONNECTION OF
 THE DRAINAGE SYSTEM TO ADJACENT PROPERTY?S DRAINAGE
 SYSTEM.
  
 4. OKEECHOBEE BLVD IS MAINTAINED BY FDOT. ANY WORK
 WITHIN THE RIGHT OF WAY MAY REQUIRE A PERMIT FROM FDOT.
  
 5. SHOW EXISTING AND PROPOSED UTILITIES ON THE
 LANDSCAPE PLANS.
  
 6. ON SECTION A-A, PROVIDE WIDTH OF PAVEMENT (OR RANGE
 OF WIDTH IF IT VARIES) FROM FACE OF CURB TO FACE OF
 CURB. PROVIDE SWALE ALONG WEST PROPERTY LINE TO PREVENT
 DIRECT RUNOFF ONTO THE ADJACENT PROPERTY.
  
 7. SECTION B-B, PROVIDE SWALE TO PREVENT DIRECT RUNOFF
 ONTO THE ADJACENT SITE OR SHOW 4:1 SLOPE FROM BACK OF
 CURB TO EXISTING GRADE TO ALLOW RUNOFF FROM THE
 ADJACENT SITE TO CONTINUE TO FLOW ONTO THE SITE.
 PROPOSED IMPROVEMENTS TO THE SITE SHALL NOT CAUSE NEW
 PONDING TO OCCUR ON ADJACENT SITES.
  
 8. CONNECT ROOF DRAINS DIRECTLY TO DRAINAGE STRUCTURES
 INSTEAD OF DISCHARGING ONTO THE GROUND SURFACE.
  
 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 PERMIT BEFORE START OF
 CONSTRUCTION.
  
 3. PROVIDE EROSION CONTROL PLAN WITH THE ENGINEERING
 PERMIT SUBMITTAL.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 05-10-2022 Cont ID  
Sent By vnoel Date 05-10-2022 Time 09:53 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2022-05-10 11:56:171, LIMITS OF EASEMENT ALONG EAST PROPERTY LINE SEEM TO
 DIFFER FROM ADJOINING SURVEY.
 2. PROVIDE COPY OF EASEMENT/DOCUMENTATION OF USE OF
 PARCEL BETWEEN PROPERTY AND ALLEY
 3. IS THERE A CROSS UTILITY AGREEMENT FOR THE SANITARY
 TO THE WEST?
 4. DO NOT SEE WATER/SEWER SERVICE TO NEW BLDG'S.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 05-06-2022 Cont ID  
Sent By   Date 05-06-2022 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2022-05-06 15:13:51TRAFFIC STUDY COMMENTS
 1) INSERT PROPOSED SITE PLAN IN THE APPENDIX
 2) PROVIDE COUNTY TPS LETTER
  
 SITE PLAN COMMENTS
 3) IS THERE AN ACCESS EASEMENT WITH THE NEIGHBORING
 PROPERTY FOR THE NORTHERN ALLY DRIVEWAY? IF SO, PLEASE
 PROVIDE IT
 4) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES CLEARLY
 DEFINED. ANALYSIS SHOULD BE PROVIDED IN A SEPARATE
 FILE/DRAWING. PLEASE PROVIDE DOCUMENT NAME AND SHEET
 NUMBER SHOWCASING THE ANALYSIS.
 5) PROVIDE WIDTH OF EACH DRIVEWAY IN THE SITE PLAN.
 PLEASE PROVIDE DOCUMENT NAME AND SHEET NUMBER
 6) PROVIDE ADA RAMP(S) IF REQUIRED OR NECESSARY TO
 ACCESS THE SIDEWALK FROM THE PROPOSED ADA PARKING
 STALLS
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 06-01-2023 Cont ID  
Sent By kdefranc Date 06-01-2023 Time 11:28 Rev Time 0.00
Received By kdefranc Date 06-01-2023 Time 11:27 Sent To  
Notes
2023-06-01 11:28:226/1/23 - FAILED
  
  
 PLEASE NOTE THE FOLLOWING PROCESS COMMENTS WHEN
 RESUBMITTING:
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND REQUIRED
 MATERIALS AND 2 SETS OF FOLDED PHYSICAL PLANS, ALONG
 WITH ONE (1) REDUCED COPY (11 IN X 17 IN).
 C. PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
 D. IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
 E. PLEASE NOTE THAT YOU ARE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. A RESUBMITTAL FEE OF
 20% OF THE ORIGINAL APPLICATION FEE WILL BE ASSESSED
 AFTER THE FIRST RESUBMITTAL.
  
 REQUIRED MATERIALS MUST BE PROVIDED:
 F. PLEASE PROVIDE LETTERS FROM PUBLIC UTILITIES
 (FLORIDA PUBLIC UTILITIES, COMCAST CABLE
 COMMUNICATIONS, CITY OF WEST PALM BEACH UTILITIES)
 CONFIRMING THAT THE PROPOSED PROJECT DOES NOT ENCROACH
 INTO THEIR EASEMENTS OR OTHERWISE INTERFERE WITH THE
 PROVISIONS OF THEIR SERVICES. [NOT SATISFIED]
 G. PLEASE PROVIDE A TRAFFIC CONCURRENCY/PERFORMANCE
 STANDARD REVIEW (TPS) LETTER FROM THE PALM BEACH COUNTY
 TRAFFIC DIVISION FOR THE SUBJECT PROJECT. [NOT
 SATISFIED]
 H. PLEASE PROVIDE REVISED PLANS ADDRESSING THE REVIEW
 COMMENTS BELOW. [PARTIALLY SATISFIED]
 I. PLEASE PROVIDE/INDICATE/DEMONSTRATE CONSISTENT
 INFORMATION ON ALL THE DIFFERENT PLANS AND REQUIRED
 MATERIALS WITHIN THE APPLICATION PACKET RESUBMITTAL.
 [SATISFIED]
  
 PLANS REVIEW COMMENTS MUST BE ADDRESSED:
 1. PLEASE IDENTIFY/INDICATE/LABEL THE EXISTING PROPERTY
 LINE ON THE SITE PLAN, SHEET SP-1 OF 1. [SATISFIED]
 2. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION
 AND DIMENSIONS OF THE EXISTING AND PROPOSED PRIVATE AND
 PUBLIC SIDEWALKS ON ALL THE DIFFERENT PLANS,
 ACCORDINGLY. [PARTIALLY SATISFIED]
 3. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION
 AND DIMENSIONS OF THE PROPOSED DISABLED PARKING SPACES
 IN THE GRAPHIC ON ALL THE DIFFERENT PLANS, ACCORDINGLY.
 [SATISFIED]
 4. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION,
 DIMENSIONS, AND USE OF THE PROPOSED OUTDOOR STORAGE
 SPACE/SURFACE DISPLAY AREA ON ALL THE DIFFERENT PLANS,
 ACCORDINGLY. [SATISFIED]
 5. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION,
 HEIGHT, AND SIZE OF ALL FREESTANDING SIGNS AND OTHER
 ACCESSORY STRUCTURES (INCLUDING, BUT NOT LIMITED TO,
 THE OUTDOOR ILLUMINATION) ON ALL THE DIFFERENT PLANS,
 ACCORDINGLY. [PARTIALLY SATISFIED]
 6. PLEASE IDENTIFY/INDICATE/DEMONSTRATE EXISTING AND
 PROPOSED FIRE HYDRANTS (OR OPERATIONAL EQUIVALENTS)
 WITHIN 250 FEET OF THE PROPOSED STRUCTURES(S) ON THE
 SITE PLAN, SHEET SP-1 OF 1. [SATISFIED]
 7. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION OF
 ANY SPECIAL UTILITY STRUCTURES AND ABOVE GROUND
 APPURTENANCES ON THE SITE PLAN, SHEET SP-1 OF 1.
 [SATISFIED]
 8. PLEASE IDENTIFY/INDICATE/DEMONSTRATE DRIVEWAYS, CURB
 CUTS, AND TURNING LANES ADJACENT TO AND ACROSS FROM THE
 SUBJECT PROPERTY ON ALL THE DIFFERENT PLANS,
 ACCORDINGLY. [PARTIALLY SATISFIED]
 9. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE PROPOSED
 TRAFFIC DIRECTION PAVEMENT MARKINGS FOR THE WEST
 DRIVEWAY NEAR THE OKEECHOBEE BOULEVARD ACCESS POINT ON
 ALL THE DIFFERENT PLANS, ACCORDINGLY. [SATISFIED]
 10. PLEASE IDENTIFY/INDICATE THE FUTURE LAND USE IN THE
 SITE DATA TABLE ON THE SITE PLAN, SHEET SP-1 OF 1.
 [SATISFIED]
 11. PLEASE IDENTIFY/INDICATE THE EXISTING AND PROPOSED
 USE IN THE SITE DATA TABLE ON THE SITE PLAN, SHEET SP-1
 OF 1. [SATISFIED]
 12. PLEASE IDENTIFY/INDICATE THE TOTAL LOT/PARCEL AREA
 (NOT INCLUDING THE EXISTING EASEMENT AREA) IN THE SITE
 DATA TABLE AND PROPERTY DEVELOPMENT REGULATIONS TABLE
 ON THE SITE PLAN, SHEET SP-1 OF 1. [SATISFIED]
 13. PLEASE IDENTIFY/INDICATE EXISTING AND PROPOSED LOT
 COVERAGE BY BUILDING (SQUARE FOOTAGE AND PERCENTAGE) IN
 THE SITE DATA TABLE AND PROPERTY DEVELOPMENT
 REGULATIONS TABLE (CONSISTENT WITH THE INFORMATION
 IDENTIFIED/INDICATED/DEMONSTRATED IN THE GRAPHIC) ON
 THE SITE PLAN, SHEET SP-1 OF 1. PLEASE REFER TO THE
 DEFINITION OF LOT COVERAGE PROVIDED IN THE ZLDR SECTION
 94-145. [NOT SATISFIED]
 14. PLEASE IDENTIFY/INDICATE EXISTING AND PROPOSED LOT
 COVERAGE BY IMPERMEABLE SURFACE (SQUARE FOOTAGE AND
 PERCENTAGE) IN THE SITE DATA TABLE AND PROPERTY
 DEVELOPMENT REGULATIONS TABLE (CONSISTENT WITH THE
 INFORMATION IDENTIFIED/INDICATED/DEMONSTRATED IN THE
 GRAPHIC) ON THE SITE PLAN, SHEET SP-1 OF 1. [NOT
 SATISFIED]
 15. PLEASE IDENTIFY/INDICATE EXISTING AND PROPOSED
 FLOOR AREA RATIO (SQUARE FOOTAGE AND RATIO) IN THE SITE
 DATA TABLE AND PROPERTY DEVELOPMENT REGULATIONS TABLE
 (CONSISTENT WITH THE INFORMATION
 IDENTIFIED/INDICATED/DEMONSTRATED IN THE GRAPHIC) ON
 THE SITE PLAN, SHEET SP-1 OF 1. PLEASE REFER TO THE
 DEFINITION OF FLOOR AREA RATIO PROVIDED IN THE ZLDR
 SECTION 94-145. [NOT SATISFIED]
 16. PLEASE IDENTIFY/INDICATE THE SQUARE FOOTAGE FOR THE
 MINIMUM AND PROPOSED LANDSCAPE AREA AND OPEN SPACE AREA
 IN THE SITE DATA TABLE AND PROPERTY DEVELOPMENT
 REGULATIONS TABLE (CONSISTENT WITH THE INFORMATION
 IDENTIFIED/INDICATED/DEMONSTRATED IN THE GRAPHIC) ON
 THE SITE PLAN, SHEET SP-1 OF 1. [NOT SATISFIED]
 17. THE REQUIRED AND PROPOSED NUMBER OF BICYCLE PARKING
 SPACES IDENTIFIED/INDICATED ARE NOT CONSISTENT WITH THE
 MINIMUM NUMBER OF BICYCLE PARKING SPACES REQUIREMENT
 PER THE ZLDR SUBSECTION 94-485(Q), SO PLEASE REVISE
 ACCORDINGLY IN THE SITE DATA TABLE ON THE SITE PLAN,
 SHEET SP-1 OF 1. [NOT SATISFIED]
 18. PLEASE PROVIDE THE BIKE RACK AREA DIMENSIONS FOR
 THE PROPOSED BICYCLE PARKING SPACES IN THE TYPICAL BIKE
 RACK DETAILS ON THE SITE PLAN, SHEET SP-1 OF 1.
 [PARTIALLY SATISFIED]
 19. PLEASE PROVIDE THE STANDARD CITY DETAILS OF PARKING
 (STANDARD AND ADA), ADA RAMPS, DRIVEWAYS, DUMPSTERS AND
 SIGNS ON THE SITE PLAN, SHEET SP-1 OF 1 AND/OR SEPARATE
 SHEET. [NOT SATISFIED]
  
 ADDITIONAL REVIEW COMMENTS MUST BE ADDRESSED:
 20. IN REFERENCE TO PREVIOUS REVIEW COMMENT 8.,
 IDENTIFY/INDICATE/DEMONSTRATE THE DRIVEWAY CURB CUT FOR
 THE ADJACENT PARCEL TO THE WEST ON THE PLANS.
 21. IN REFERENCE TO PREVIOUS REVIEW COMMENT 18., THE
 REQUIRED MINIMUM DISTANCE BETWEEN BIKE RACKS IS 30
 INCHES AND THE REQUIRE MINIMUM DEPTH FOR BIKE RACKS IS
 72 INCHES. THEREFORE, UPDATE THE BIKE RACK DETAILS,
 ACCORDINGLY.
 22. IT HAS BEEN IDENTIFIED THAT THE PROPOSED TOTAL
 ENCLOSED AREA (NOT INCLUDING THE SECOND AND THIRD
 FLOORS) IS 33,936 SQUARE FEET. THEREFORE, PLEASE REVISE
 THE PLANS AND PARKING DATA, ACCORDINGLY.
  
  
 KEVIE DEFRANC
 PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  
Review Stop Z ZONING
Rev No 1 Status F Date 05-06-2022 Cont ID  
Sent By kdefranc Date 05-06-2022 Time 14:36 Rev Time 0.00
Received By kdefranc Date 05-06-2022 Time 14:34 Sent To  
Notes
2022-05-06 14:35:575/6/22 - FAILED
  
  
 PLEASE NOTE THE FOLLOWING PROCESS COMMENTS WHEN
 RESUBMITTING:
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND REQUIRED
 MATERIALS AND 2 SETS OF FOLDED PHYSICAL PLANS, ALONG
 WITH ONE (1) REDUCED COPY (11 IN X 17 IN).
 C. PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
 D. IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
 E. PLEASE NOTE THAT YOU ARE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. A RESUBMITTAL FEE OF
 20% OF THE ORIGINAL APPLICATION FEE WILL BE ASSESSED
 AFTER THE FIRST RESUBMITTAL.
  
 REQUIRED MATERIALS MUST BE PROVIDED:
 F. PLEASE PROVIDE LETTERS FROM PUBLIC UTILITIES
 (FLORIDA PUBLIC UTILITIES, COMCAST CABLE
 COMMUNICATIONS, CITY OF WEST PALM BEACH UTILITIES)
 CONFIRMING THAT THE PROPOSED PROJECT DOES NOT ENCROACH
 INTO THEIR EASEMENTS OR OTHERWISE INTERFERE WITH THE
 PROVISIONS OF THEIR SERVICES.
 G. PLEASE PROVIDE A TRAFFIC CONCURRENCY/PERFORMANCE
 STANDARD REVIEW (TPS) LETTER FROM THE PALM BEACH COUNTY
 TRAFFIC DIVISION FOR THE SUBJECT PROJECT.
 H. PLEASE PROVIDE REVISED PLANS ADDRESSING THE REVIEW
 COMMENTS BELOW.
 I. PLEASE PROVIDE/INDICATE/DEMONSTRATE CONSISTENT
 INFORMATION ON ALL THE DIFFERENT PLANS AND REQUIRED
 MATERIALS WITHIN THE APPLICATION PACKET RESUBMITTAL.
  
 PLANS REVIEW COMMENTS MUST BE ADDRESSED:
 1. PLEASE IDENTIFY/INDICATE/LABEL THE EXISTING PROPERTY
 LINE ON THE SITE PLAN, SHEET SP-1 OF 1.
 2. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION
 AND DIMENSIONS OF THE EXISTING AND PROPOSED PRIVATE AND
 PUBLIC SIDEWALKS ON ALL THE DIFFERENT PLANS,
 ACCORDINGLY.
 3. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION
 AND DIMENSIONS OF THE PROPOSED DISABLED PARKING SPACES
 IN THE GRAPHIC ON ALL THE DIFFERENT PLANS, ACCORDINGLY.
 4. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION,
 DIMENSIONS, AND USE OF THE PROPOSED OUTDOOR STORAGE
 SPACE/SURFACE DISPLAY AREA ON ALL THE DIFFERENT PLANS,
 ACCORDINGLY.
 5. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION,
 HEIGHT, AND SIZE OF ALL FREESTANDING SIGNS AND OTHER
 ACCESSORY STRUCTURES (INCLUDING, BUT NOT LIMITED TO,
 THE OUTDOOR ILLUMINATION) ON ALL THE DIFFERENT PLANS,
 ACCORDINGLY.
 6. PLEASE IDENTIFY/INDICATE/DEMONSTRATE EXISTING AND
 PROPOSED FIRE HYDRANTS (OR OPERATIONAL EQUIVALENTS)
 WITHIN 250 FEET OF THE PROPOSED STRUCTURES(S) ON THE
 SITE PLAN, SHEET SP-1 OF 1.
 7. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION OF
 ANY SPECIAL UTILITY STRUCTURES AND ABOVE GROUND
 APPURTENANCES ON THE SITE PLAN, SHEET SP-1 OF 1.
 8. PLEASE IDENTIFY/INDICATE/DEMONSTRATE DRIVEWAYS, CURB
 CUTS, AND TURNING LANES ADJACENT TO AND ACROSS FROM THE
 SUBJECT PROPERTY ON ALL THE DIFFERENT PLANS,
 ACCORDINGLY.
 9. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE PROPOSED
 TRAFFIC DIRECTION PAVEMENT MARKINGS FOR THE WEST
 DRIVEWAY NEAR THE OKEECHOBEE BOULEVARD ACCESS POINT ON
 ALL THE DIFFERENT PLANS, ACCORDINGLY.
 10. PLEASE IDENTIFY/INDICATE THE FUTURE LAND USE IN THE
 SITE DATA TABLE ON THE SITE PLAN, SHEET SP-1 OF 1.
 11. PLEASE IDENTIFY/INDICATE THE EXISTING AND PROPOSED
 USE IN THE SITE DATA TABLE ON THE SITE PLAN, SHEET SP-1
 OF 1.
 12. PLEASE IDENTIFY/INDICATE THE TOTAL LOT/PARCEL AREA
 (NOT INCLUDING THE EXISTING EASEMENT AREA) IN THE SITE
 DATA TABLE AND PROPERTY DEVELOPMENT REGULATIONS TABLE
 ON THE SITE PLAN, SHEET SP-1 OF 1.
 13. PLEASE IDENTIFY/INDICATE EXISTING AND PROPOSED LOT
 COVERAGE BY BUILDING (SQUARE FOOTAGE AND PERCENTAGE) IN
 THE SITE DATA TABLE AND PROPERTY DEVELOPMENT
 REGULATIONS TABLE (CONSISTENT WITH THE INFORMATION
 IDENTIFIED/INDICATED/DEMONSTRATED IN THE GRAPHIC) ON
 THE SITE PLAN, SHEET SP-1 OF 1. PLEASE REFER TO THE
 DEFINITION OF LOT COVERAGE PROVIDED IN THE ZLDR SECTION
 94-145.
 14. PLEASE IDENTIFY/INDICATE EXISTING AND PROPOSED LOT
 COVERAGE BY IMPERMEABLE SURFACE (SQUARE FOOTAGE AND
 PERCENTAGE) IN THE SITE DATA TABLE AND PROPERTY
 DEVELOPMENT REGULATIONS TABLE (CONSISTENT WITH THE
 INFORMATION IDENTIFIED/INDICATED/DEMONSTRATED IN THE
 GRAPHIC) ON THE SITE PLAN, SHEET SP-1 OF 1.
 15. PLEASE IDENTIFY/INDICATE EXISTING AND PROPOSED
 FLOOR AREA RATIO (SQUARE FOOTAGE AND RATIO) IN THE SITE
 DATA TABLE AND PROPERTY DEVELOPMENT REGULATIONS TABLE
 (CONSISTENT WITH THE INFORMATION
 IDENTIFIED/INDICATED/DEMONSTRATED IN THE GRAPHIC) ON
 THE SITE PLAN, SHEET SP-1 OF 1. PLEASE REFER TO THE
 DEFINITION OF FLOOR AREA RATIO PROVIDED IN THE ZLDR
 SECTION 94-145.
 16. PLEASE IDENTIFY/INDICATE THE SQUARE FOOTAGE FOR THE
 MINIMUM AND PROPOSED LANDSCAPE AREA AND OPEN SPACE AREA
 IN THE SITE DATA TABLE AND PROPERTY DEVELOPMENT
 REGULATIONS TABLE (CONSISTENT WITH THE INFORMATION
 IDENTIFIED/INDICATED/DEMONSTRATED IN THE GRAPHIC) ON
 THE SITE PLAN, SHEET SP-1 OF 1.
 17. THE REQUIRED AND PROPOSED NUMBER OF BICYCLE PARKING
 SPACES IDENTIFIED/INDICATED ARE NOT CONSISTENT WITH THE
 MINIMUM NUMBER OF BICYCLE PARKING SPACES REQUIREMENT
 PER THE ZLDR SUBSECTION 94-485(Q), SO PLEASE REVISE
 ACCORDINGLY IN THE SITE DATA TABLE ON THE SITE PLAN,
 SHEET SP-1 OF 1.
 18. PLEASE PROVIDE THE BIKE RACK AREA DIMENSIONS FOR
 THE PROPOSED BICYCLE PARKING SPACES IN THE TYPICAL BIKE
 RACK DETAILS ON THE SITE PLAN, SHEET SP-1 OF 1.
 19. PLEASE PROVIDE THE STANDARD CITY DETAILS OF PARKING
 (STANDARD AND ADA), ADA RAMPS, DRIVEWAYS, DUMPSTERS AND
 SIGNS ON THE SITE PLAN, SHEET SP-1 OF 1 AND/OR SEPARATE
 SHEET.
  
  
 KEVIE DEFRANC
 PLANNER - PLANNING DIVISION
 [email protected]
 561-822-1449
  
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