Plan Review Details - Project Z20040015
Plan Review Stops For Project Z20040015
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 05-13-2020 Cont ID  
Sent By rbrown Date 05-13-2020 Time 18:15 Rev Time 0.00
Received By rbrown Date 05-13-2020 Time 18:15 Sent To  
Notes
2020-05-13 18:18:19DEVELOPMENT 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. 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.
  
 4. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
 OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
 COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
 OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
 CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
 VERIFIED.
  
 5. 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.
  
 6. 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.
  
 7. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART IN PUBLIC PLACES (AIPP) ASSESSMENT. 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 B BUILDING (STRUCTURAL)
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2020-05-12 11:36:101. PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 2. 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_W
 EBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FULL-P
 ACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97B19
 60045731D3658206F27451722716EF
 THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBL
 IC-WORKS/FORMS,-PERMITS-APPLICATIONS
 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.
 3. 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.
 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 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 5. 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
 6. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS
 OF ALL WATER, STORM WATER, 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.
 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. 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. SHOW PROPOSED WATER MAINS IN CITY RIGHT OF WAY MADE
 OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY PROPOSED
 LENGTH IN FEET.
 9. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA
 AND FIRE BACKFLOW PREVENTER AS DCDA.
 10. PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 11. 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.
 12. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
 13. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 14. PLEASE PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE
 ONSITE JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY
 75 FEET.
 15. 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.
 16. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 17. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION.
 18. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES
 OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 19. 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.
 20. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 21. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES
 ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL
 ADDRESSES.
 22. 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.
 23. FOR FORMAL ENGINEERING SUBMITTAL, SHOW DIMENSIONS
 OF PROPOSED DUMPSTER PER CURRENT CITY OF WPB STANDARD
 DETAIL GC-7.
 24. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 -SEPARATE UTILITY PLAN NEEDS TO BE SUBMITTED SHOWING
 EXISTING AND PROPOSED UTILITIES INCLUDING WATER AND
 SEWER.
 -THERE IS NOT EXISTING FIRELINE WATER SERVICE AT
 PROPERTY. WILL NEED TAP AND DCDA.
 -NEED TO REPLACE EXISTING DOMESTIC BACKFLOW ASSEMBLY.
 -SOME TREES LOOK CLOSE TO UTILITY PIPING. ADD ROOT
 BARRIERS IF ROOT HAS CHANCE OF GROWING INTO PIPE.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPT., DIRECT: (561) 494-1098 [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 5 Status P Date 09-22-2022 Cont ID  
Sent By rrossano Date 09-22-2022 Time   Rev Time 0.00
Received By rrossano Date 09-22-2022 Time   Sent To  
Notes
2022-09-22 09:59:23PASS WITH PROVISOS FOR FORMAL ENGINEERING SUBMITTAL
 PLANS:
  
 SHEET C-5
  
 1. PAVEMENT RESTORATION NOTE WOULD APPLY TO WORK IN
 CITY OF WPB ROADWAY; HOWEVER, 45TH ST. IS A PB COUNTY
 ROADWAY. PLEASE CONFIRM WITH PB COUNTY AND SHOW
 PAVEMENT RESTORATION NOTE FOR 45TH ST. PER THEIR
 PAVEMENT RESTORATION REQUIREMENTS.
 2. FOR SIDEWALK RESTORATION, UNABLE TO LOCATE
 REFERENCE TO CITY STANDARD DETAIL GC-1 PER RESPONSE
 LETTER. PLEASE UPDATE NOTE ON PLANS WITH ENGINEERING
 PLAN SUBMITTAL.
  
  
 RICK ROSSANO, SR. PROJ. COORDINATOR
 CITY OF WPB ENG. SERVICES
 [email protected]
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 4 Status F Date 03-03-2022 Cont ID  
Sent By ldeloren Date 03-03-2022 Time   Rev Time 0.00
Received By ldeloren Date 03-03-2022 Time   Sent To  
Notes
2022-03-03 07:30:56Z20040015 - IMECA HARDWARE, 3200 45TH ST. ? RESUB ?
 3-1-22
  
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPT., DIRECT: (561) 494-1098 [email protected]
  
 PASS WITH PROVISO:
  
 1. PAVEMENT RESTORATION NOTE WOULD APPLY TO WORK IN
 ROADWAY. FOR SIDEWALK RESTORATION, PLEASE REFER TO CITY
 STANDARD DETAIL GC-1 AND UPDATE NOTE ON PLANS.
  
  
 MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR;
 561-822-2262 [email protected]
 1. WITH RESPECT TO FIRELINE SIZING, PLAN SHEETS DO NOT
 ALL MATCH. SOME SAY 4 INCH FIRELINE AND PIPING AND
 OTHERS SAY 6 INCH. PLEASE MAKE SURE ALL PLANS MATCH.
 DCDA SHOULD BE SAME SIZING AS UPSTREAM SERVICE PIPING.
 2. ON LANDSCAPING PLAN A BUSH APPEARS TO BE PLANTED ON
 PROPOSED WATER METER BOX.
 3. LANDSCAPING PLAN DOES NOT SHOW THE FDC AND CONCRETE
 POLE NEAR NORTHWEST AREA OF PROPERTY.
 4. LANDSCAPING PLAN SHOWS 2 HORSE PUMP STATION AT WEST
 SIDE OF PROPOSED BUILDING. PLEASE DESCRIBE WHAT IT IS
 USED FOR.
 5. BELIEVE THAT A BUILDING IS BEING DEMOLISHED, BUT DID
 NOT SEE A DEMO PLAN. PLEASE INCLUDE DEMO PLAN WITH
 CIVIL PLAN SET AT FORMAL ENGINEERING SUBMITTAL
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status F Date 10-13-2021 Cont ID  
Sent By rrossano Date 10-13-2021 Time   Rev Time 0.00
Received By rrossano Date 10-13-2021 Time   Sent To  
Notes
2021-10-13 11:32:50COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, ENG.
 SERVICES DEPT., 561-494-1098 [email protected] :
  
 1. CONFIRM THAT A COMPLETED LOS ANALYSIS SUMMARY TABLE
 HAS BEEN SUBMITTED DIRECTLY TO ENGINEERING (SHEET 33 OF
 CITY OF WPB DEVELOPMENT APPLICATION).
 2. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 3. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 4. 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]
 5. FOR FORMAL ENGINEERING SUBMITTAL , 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. 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.
 6. FOR FORMAL ENGINEERING SUBMITTAL , PROVIDE DEDICATED
 UTILITY EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS.
 7. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION.
 8. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT
 DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW
 PREVENTER AS DCDA. SPECIFY LEAD FREE DESIGN ON ALL
 BACKFLOWS.
 9. 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; AND
 - 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. IF THE ENGINEERING PLANS DO
 NOT INCLUDE AN EROSION CONTROL PLAN, THEN THE
 CONTRACTOR SHOULD SUBMIT ONE PRIOR TO RECEIVING THE
 ENGINEERING PERMIT.
 10. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES
 OF PROPOSED AND EXISTING WATER AND SEWER WITHIN RIGHT
 OF WAY AND SHOW ANY CROSSINGS/CONFLICTS.
 11. 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.
 12. FOR FORMAL ENGINEERING SUBMITTAL CLEARLY LABEL ROAD
 RIGHT OF WAY.
 13. UPDATE PAVEMENT RESTORATION NOTE GC-8 TO CURRENT
 VERSION. CONTACT [email protected] FOR CAD FILES.
 14. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR
 [email protected]:
  
 FOLLOWUP COMMENTS:
  
 VERIFY NO CONFLICTS OF WATER UTILITIES WITH LARGE
 WOODEN AND CONCRETE TELEPHONE POLES. HISTORIC PICTURE
 SHOWS SOME AROUND NW CORNER OF PROPERTY.
 RESPONSE: THE PROPOSED 4? FIRE LINE CONNECTION WAS
 RELOCATED APPROXIMATELY 20? TO THE EAST, ELIMINATING
 THE CONFLICT WITH THE EXISTING CONCRETE POLE.
 PLEASE SHOW AND LABEL THE LARGE WOODEN AND CONCRETE
 POLES ON THE PLANS. ADD NOTATION IF THEY ARE BEING
 REMOVED OR RELOCATED.
  
 DID NOT SEE SEPARATE IRRIGATION WATER SERVICE ON CIVIL
 PLANS. WILL ONE BE NEEDED?
 RESPONSE: A 2? WELL AND A 2-HORSEPOWER PUMP WILL BE
 USED FOR IRRIGATION.
 SHOW AND LABEL THE WELL LOCATION ON PLANS.
  
 NEW COMMENTS:
  
 -DID NOT SEE LANDSCAPING PLAN. PLEASE SUBMIT AND SHOW
 UTILITIES ON IT AS WELL.
  
 -FOR FORMAL ENGINEERING SUBMITTAL: ADD SLOPE GUIDANCE
 TO SEWER LATERAL LABEL, LABEL ALL EXISTING WATER AND
 SEWER UTILITIES IN RIGHT OF WAY WITH PIPE SIZE AND
 MATERIAL TYPE, ADD NOTE THAT METER BOX IN SIDEWALK
 REQUIRES 6 INCH CONCRETE POUR, REVISE BOUNDARY OF
 SIDEWALK REPLACEMENT SO FLAG LINE IS NOT IN MIDDLE OF
 METER BOX, AND VERIFY ALL FRANCHISE UTILITIES IN
 UTILITY EASEMENT AND RIGHT OF WAY ARE SHOWN ON UTILITY
 PLAN.
  
 -WILL THE CURBING ON 45TH ST BE ALTERED? CANNOT TELL IF
 DRIVEWAY APPROACH IS SHIFTING.
  
 COMMENTS FROM MICHAEL TECHNOW, PROJECT ENGINEER, WPB
 PUBLIC UTILITIES, 561-494-1047, [email protected]
  
 -ADD NOTE TO CONFIRM CONDITION OF THE 6? WW LINE, REHAB
 AND REPLACE AS REQUIRED.
 -CALL OUT TAPPING TEE AND VALVE ON FIRE LINE.
 -CALL OUT THE SIZE OF THE FIRE LINE.
 -FIRE LINE COMMENT: WHY NOT GO STRAIGHT?
 -CALL OUT POINT OF SERVICE.
 -ON PROFILE SHOW ?PUBLIC? SIDE FROM TAP TO POINT OF
 SERVICE.
 -WHAT IS ?CC?? CALL OUT DRY UTILITIES.
 -PROVIDE POST CCTV OF LATERALS.
 -ADD NOTE TO CUT AND CAP ABANDONED WATER AND SEWER
 SERVICES AT THE MAIN.
 -SHOW EXISTING SEWER LATERAL FROM CLEANOUT TO EXISTING
 MAIN ON 45TH ST.
 -SHOW CONCRETE POLE NEAR 3 METER BOXES.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 10-30-2020 Cont ID  
Sent By RROSSANO Date 10-30-2020 Time   Rev Time 0.00
Received By rrossano Date 10-30-2020 Time   Sent To  
Notes
2020-10-30 08:11:07THE FOLLOWING COMMENTS ARE FROM RICK ROSSANO, PROJECT
 COORDINATOR, ENGINEERING SERVICES DEPT., DIRECT: (561)
 494-1098 [email protected]
  
 1. PLEASE ADD ADDRESS TO COVER SHEET.
 2. PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929) ON SHEETS C-8 AND
 C-11.
 3. PROVIDE CALCULATIONS ON PLANS OF EXISTING AND
 PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM
 AND PEAK) AND FIRE FLOW DEMANDS ON SHEETS C-8 AND C-11.
 CALCULATIONS SHALL BE PER FAC 64E-6 FOR SEWER AND PER
 FAC 64-E.008 FOR WATER.
 4. PLEASE CLEAN UP ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 5. SHEET C-14: ADD BMP ITEMS SHOWN ON SWPPP DETAIL
 SHEET C-15 ? TRUCK WASHDOWN PAD, ETC. ALSO ADD FILTER
 FABRIC TO DRAINAGE INLET JUST WEST OF PROJECT ENTRANCE
 ON SOUTH SIDE OF 45TH ST.
  
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 -DID NOT SEE SEPARATE IRRIGATION WATER SERVICE ON CIVIL
 PLANS. WILL ONE BE NEEDED?
  
 -PLEASE ADD SIZING TO WATER MAIN LABEL. IT IS MISSING
 FROM SOME OF THE PLANS.
  
 -SHOW AND LABEL DISTANCE BETWEEN FIRE WATER SERVICE AND
 WASTEWATER SERVICE IN ROW.
  
 -PLEASE ADD ADDRESS TO SHEET C-8.
  
 -BACKFLOW ASSEMBLIES MAY NOT BE LOCATED IN UTILITY
 EASEMENTS. APPEARS TO BE IN 10? UE ? PLEASE RELOCATE.
  
 -VERIFY NO CONFLICTS OF WATER UTILITIES WITH LARGE
 WOODEN AND CONCRETE TELEPHONE POLES. HISTORIC PICTURE
 SHOWS SOME AROUND NW CORNER OF PROPERTY.
  
 -WATER MAIN MAY BE FURTHER SOUTH THAN SHOWN ON PLANS.
 MAY HELP TO VERIFY LOCATION SO WILL KNOW IF OUT OF
 ROADWAY FOR SURE.
  
 -WATER SERVICE STANDARD DETAILS ARE OLD REVISION ?
 PLEASE REPLACE WITH LATEST REVISION.
  
 -EXISTING DOMESTIC WATER SERVICE DOES NOT HAVE UTILITY
 BILLING ACCOUNTS SETUP FOR ACTIVE USAGE. WOULD HAVE TO
 SETUP ACCOUNTS AND PAY ANY APPLICABLE FEES, CHARGES,
 AND DEPOSITS.
  
 -IF REPLACING SIDEWALK, NEED TO RELOCATE METER BOX OUT
 OF SIDEWALK AND INTO GRASSY AREA WITHIN UTILITY
 EASEMENT. EXISTING ASSOCIATED BACKFLOW ASSEMBLY NEEDS
 TO BE REPLACED TO LEAD-FREE COMPLIANT RP ASSEMBLY ?
 UPDATE C-8 NOTE 5 THAT ALL CONTAINMENT BACKFLOW
 ASSEMBLIES MUST BE LEAD-FREE, USC APPROVED, AND RP TYPE
 ON THE DOMESTIC WATER LINE.
  
 -ADD WATER DEMAND LOS INFORMATION TO WATER & UTILITY
 PLANS.
  
 -SHEET C-8 SHOWS ELEVATIONS, BUT DOES NOT HAVE DATUM
 INFORMATION INCLUDED. PLEASE ADD.
  
 -EXISTING UTILITY EASEMENT APPEARS TO OVERLAP WITH
 LANDSCAPE BUFFER ON NORTH SIDE OF PROPERTY. VERIFY
 THERE WILL BE NO CONFLICTS WITH TREES AND METER BOXES,
 PIPING, AND BACKFLOW ASSEMBLIES.
  
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPT., DIRECT: (561) 494-1098 [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-12-2020 Cont ID  
Sent By rrossano Date 05-12-2020 Time   Rev Time  
Received By rrossano Date 05-12-2020 Time   Sent To  
Notes
2020-05-14 07:33:191. PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 2. 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_W
 EBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FULL-P
 ACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97B19
 60045731D3658206F27451722716EF
 THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBL
 IC-WORKS/FORMS,-PERMITS-APPLICATIONS
 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.
 3. 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.
 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 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 5. 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
 6. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS
 OF ALL WATER, STORM WATER, 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.
 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. 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. SHOW PROPOSED WATER MAINS IN CITY RIGHT OF WAY MADE
 OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY PROPOSED
 LENGTH IN FEET.
 9. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA
 AND FIRE BACKFLOW PREVENTER AS DCDA.
 10. PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 11. 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.
 12. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
 13. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 14. PLEASE PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE
 ONSITE JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY
 75 FEET.
 15. 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.
 16. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 17. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION.
 18. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES
 OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 19. 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.
 20. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 21. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES
 ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL
 ADDRESSES.
 22. 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.
 23. FOR FORMAL ENGINEERING SUBMITTAL, SHOW DIMENSIONS
 OF PROPOSED DUMPSTER PER CURRENT CITY OF WPB STANDARD
 DETAIL GC-7.
 24. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 -SEPARATE UTILITY PLAN NEEDS TO BE SUBMITTED SHOWING
 EXISTING AND PROPOSED UTILITIES INCLUDING WATER AND
 SEWER.
 -THERE IS NOT EXISTING FIRELINE WATER SERVICE AT
 PROPERTY. WILL NEED TAP AND DCDA.
 -NEED TO REPLACE EXISTING DOMESTIC BACKFLOW ASSEMBLY.
 -SOME TREES LOOK CLOSE TO UTILITY PIPING. ADD ROOT
 BARRIERS IF ROOT HAS CHANCE OF GROWING INTO PIPE.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPT., DIRECT: (561) 494-1098 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 09-22-2022 Cont ID  
Sent By pleduc Date 09-22-2022 Time   Rev Time 0.00
Received By pleduc Date 09-22-2022 Time 10:02 Sent To  
Notes
2022-09-22 10:02:58AFTER A REVIEW OF THE PPRC RESPONSE PACKET FOR THIS
 PROJECT, THE PREVIOUSLY SUBMITTED FIRE PREVENTION
 BUREAU COMMENTS APPEAR TO HAVE BEEN ADDRESSED.
  
 HOWEVER, THE BUREAU'S APPROVAL OF THIS SUBMITTED
 PROJECT DOES NOT CONSTITUTE ITS FINAL REVIEW OR
 APPROVAL.
  
 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
 WEST PALM BEACH FIRE DEPARTMENT
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 03-09-2022 Cont ID  
Sent By pleduc Date 03-09-2022 Time   Rev Time 0.00
Received By pleduc Date 03-09-2022 Time 16:26 Sent To  
Notes
2022-03-09 16:27:01FIRE HAS NO FURTHER OBJECTIONS OR CONCERNS TO THE
 PROPOSED AND APPROVES.
  
 FIRE'S APPROVAL OF THIS SUBMITTED PROJECT DOES NOT
 CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 FIRE 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 FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 09-09-2021 Cont ID  
Sent By pleduc Date 09-09-2021 Time 11:56 Rev Time 0.00
Received By pleduc Date 09-09-2021 Time 11:56 Sent To  
Notes
2021-09-09 11:57:58FIRE HAS NO FURTHER OBJECTIONS OR CONCERNS TO THE
 PROPOSED AND APPROVES.
  
 FIRE'S APPROVAL OF THIS SUBMITTED PROJECT DOES NOT
 CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 FIRE 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 FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 05-11-2020 Cont ID  
Sent By pleduc Date 05-11-2020 Time   Rev Time 0.00
Received By pleduc Date 05-11-2020 Time 10:45 Sent To  
Notes
2020-05-11 11:15:35THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 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.
  
 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 SHALL COMPLY WITH
 THE 6TH 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,
 AND WHETHER IT WILL BE MIXED OR SEPARATED.
  
 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.
  
 9. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT THE
 RACK DETAIL IS INCLUDED, INCLUDING STORAGE COMMADITY
 TYPE, PALLET TYPE, SHELVING TYPE, RACK HEIGHT, ETC.
  
 IF REQUIRED, 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 FS
 61G AND SUBMITTED WITH THE MASTER PERMIT.
  
 9A) THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE
 LOCATIONS SHALL MEET 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 EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 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.
  
 11B.) A TURNING RADII WAS NOT INDICATED IN THE PARKING
 LOT SITE VIEW, A 30' RADIUS WOULD BE REQUIRED FOR FIRE
 APPARATUS TO NAVIGATE THE PARKING AREA.
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 13. 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 5 Status P Date 09-27-2022 Cont ID  
Sent By rcaranci Date 09-27-2022 Time 14:39 Rev Time 0.00
Received By rcaranci Date 09-27-2022 Time 14:39 Sent To  
Notes
2022-09-27 14:40:28FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 3200 45TH ST Z20040015
 SEPTEMBER 27, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PROVIDE A TREE DISPOSITION PLAN. TREES
 WITHIN THE PROPERTY MUST BE IDENTIFIED AND SHOWN
 WHETHER THEY WILL REMAIN, BE REMOVED OR RELOCATED. ANY
 TREES TO REMAIN MUST BE INCLUDED ON THE PLANT LIST.
  
 2. SATISFIED. REQUIRED OPEN SPACE FOR INDUSTRIAL ZONING
 IS 40% EQUALING 16,868 SQ FT. REVISE ON PLAN AND
 RECALCULATE REQUIRED TREES AND SHRUBS. REQUIRED
 PERVIOUS LANDSCAPE AREA IS A SEPARATE LINE ITEM.
  
 3. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 4. SATISFIED. SHOW LOCATION OF SEWER LINE ON THE
 LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING.
  
 5. SATISFIED. SHOW THAT THE REQUIRED PARKING LOT TREES
 MEET THE 75% SHADE TREE REQUIREMENT. 5 TREES ARE
 REQUIRED, 4 MUST BE CATEGORY 1.
  
 6. SATISFIED. SHOW THE PARKING LANDSCAPE AREAS COUNTED
 TOWARD COMPLIANCE WITH SECTION 94-443(C)(3) AND (4) FOR
 THE AREAS WITHIN THE PARKING FIELD, AND MATCH THE TOTAL
 SHOWN ON THE REQUIREMENT CHART TO MEETING THE TOTAL OF
 BOTH SECTIONS ADDED TOGETHER.
 PROVIDE AN EXHIBIT IDENTIFYING THE PARKING SPACES,
 OTHER VEHICULAR USE AREAS AND SHOWING THE AREAS COUNTED
 TOWARD INTERIOR LANDSCAPING. SEE FIGURE XIV-1 IN
 SECTION 94-443 TO IDENTIFY AREAS.
  
 7. SATISFIED. ALL LANDSCAPE ISLANDS MUST MEET THE
 REQUIRED LANDSCAPE WIDTH OF 8 FEET INSIDE D CURB AND BE
 THE FULL LENGTH OF THE ADJACENT PARKING SPACE INCLUDING
 THE 6 INCH D CURB.
  
 8. SATISFIED. ALL PAVED VEHICULAR USE AREAS ADJACENT TO
 LANDSCAPE AREAS MUST MEET THE CODE REQUIREMENT OF A
 TYPE D NON MOUNTABLE CURB PER SECTION 94-443(C)(5) OR
 SIMILAR.
  
 9. SATISFIED. IF THE OVERHEAD ELECTRIC LINES ARE TO
 REMAIN ALONG THE EAST PROPERTY LINE, THE GUMBO LIMBO
 TREES MAY NOT MEET THE RIGHT TREE RIGHT PLACE
 REQUIREMENTS.
  
 10. SATISFIED. PLEASE CORRECT THE FLORIDA FRIENDLY
 LANDSCAPE CHART TO REFLECT CURRENT CODE REQUIREMENT OF
 50 POINTS USING THE DESIGN OPTIONS CONSISTENT WITH
 CURRENT CODE 94-442(G).
  
 11. 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 ON THE PLAN BASED ON THE
 PLANT LIST.
  
 ADDITIONAL COMMENTS 9/13/21:
  
 12. SATISFIED. SUBMIT REVISED LANDSCAPE PLANS MATCHING
 THE UPDATED SITE PLAN CHANGES FOR THE ENTRANCE WIDTH
 AND SIGNAGE LOCATION.
  
 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.
  
Review Stop L LANDSCAPING
Rev No 4 Status P Date 03-09-2022 Cont ID  
Sent By rcaranci Date 03-09-2022 Time 16:23 Rev Time 0.00
Received By rcaranci Date 03-09-2022 Time 16:23 Sent To  
Notes
2022-03-09 16:24:29FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 3200 45TH ST Z20040015
 SEPTEMBER 13, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PROVIDE A TREE DISPOSITION PLAN. TREES
 WITHIN THE PROPERTY MUST BE IDENTIFIED AND SHOWN
 WHETHER THEY WILL REMAIN, BE REMOVED OR RELOCATED. ANY
 TREES TO REMAIN MUST BE INCLUDED ON THE PLANT LIST.
  
 2. SATISFIED. REQUIRED OPEN SPACE FOR INDUSTRIAL ZONING
 IS 40% EQUALING 16,868 SQ FT. REVISE ON PLAN AND
 RECALCULATE REQUIRED TREES AND SHRUBS. REQUIRED
 PERVIOUS LANDSCAPE AREA IS A SEPARATE LINE ITEM.
  
 3. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 4. SATISFIED. SHOW LOCATION OF SEWER LINE ON THE
 LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING.
  
 5. SATISFIED. SHOW THAT THE REQUIRED PARKING LOT TREES
 MEET THE 75% SHADE TREE REQUIREMENT. 5 TREES ARE
 REQUIRED, 4 MUST BE CATEGORY 1.
  
 6. SATISFIED. SHOW THE PARKING LANDSCAPE AREAS COUNTED
 TOWARD COMPLIANCE WITH SECTION 94-443(C)(3) AND (4) FOR
 THE AREAS WITHIN THE PARKING FIELD, AND MATCH THE TOTAL
 SHOWN ON THE REQUIREMENT CHART TO MEETING THE TOTAL OF
 BOTH SECTIONS ADDED TOGETHER.
 PROVIDE AN EXHIBIT IDENTIFYING THE PARKING SPACES,
 OTHER VEHICULAR USE AREAS AND SHOWING THE AREAS COUNTED
 TOWARD INTERIOR LANDSCAPING. SEE FIGURE XIV-1 IN
 SECTION 94-443 TO IDENTIFY AREAS.
  
 7. SATISFIED. ALL LANDSCAPE ISLANDS MUST MEET THE
 REQUIRED LANDSCAPE WIDTH OF 8 FEET INSIDE D CURB AND BE
 THE FULL LENGTH OF THE ADJACENT PARKING SPACE INCLUDING
 THE 6 INCH D CURB.
  
 8. SATISFIED. ALL PAVED VEHICULAR USE AREAS ADJACENT TO
 LANDSCAPE AREAS MUST MEET THE CODE REQUIREMENT OF A
 TYPE D NON MOUNTABLE CURB PER SECTION 94-443(C)(5) OR
 SIMILAR.
  
 9. SATISFIED. IF THE OVERHEAD ELECTRIC LINES ARE TO
 REMAIN ALONG THE EAST PROPERTY LINE, THE GUMBO LIMBO
 TREES MAY NOT MEET THE RIGHT TREE RIGHT PLACE
 REQUIREMENTS.
  
 10. SATISFIED. PLEASE CORRECT THE FLORIDA FRIENDLY
 LANDSCAPE CHART TO REFLECT CURRENT CODE REQUIREMENT OF
 50 POINTS USING THE DESIGN OPTIONS CONSISTENT WITH
 CURRENT CODE 94-442(G).
  
 11. 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 ON THE PLAN BASED ON THE
 PLANT LIST.
  
 ADDITIONAL COMMENTS 9/13/21:
  
 12. SATISFIED. SUBMIT REVISED LANDSCAPE PLANS MATCHING
 THE UPDATED SITE PLAN CHANGES FOR THE ENTRANCE WIDTH
 AND SIGNAGE LOCATION.
  
 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.
  
Review Stop L LANDSCAPING
Rev No 3 Status F Date 09-13-2021 Cont ID  
Sent By rcaranci Date 09-13-2021 Time 12:36 Rev Time 0.00
Received By rcaranci Date 09-13-2021 Time 12:36 Sent To  
Notes
2021-09-13 12:37:25FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 3200 45TH ST Z20040015
 SEPTEMBER 13, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PROVIDE A TREE DISPOSITION PLAN. TREES
 WITHIN THE PROPERTY MUST BE IDENTIFIED AND SHOWN
 WHETHER THEY WILL REMAIN, BE REMOVED OR RELOCATED. ANY
 TREES TO REMAIN MUST BE INCLUDED ON THE PLANT LIST.
  
 2. SATISFIED. REQUIRED OPEN SPACE FOR INDUSTRIAL ZONING
 IS 40% EQUALING 16,868 SQ FT. REVISE ON PLAN AND
 RECALCULATE REQUIRED TREES AND SHRUBS. REQUIRED
 PERVIOUS LANDSCAPE AREA IS A SEPARATE LINE ITEM.
  
 3. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 4. SATISFIED. SHOW LOCATION OF SEWER LINE ON THE
 LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING.
  
 5. SATISFIED. SHOW THAT THE REQUIRED PARKING LOT TREES
 MEET THE 75% SHADE TREE REQUIREMENT. 5 TREES ARE
 REQUIRED, 4 MUST BE CATEGORY 1.
  
 6. SATISFIED. SHOW THE PARKING LANDSCAPE AREAS COUNTED
 TOWARD COMPLIANCE WITH SECTION 94-443(C)(3) AND (4) FOR
 THE AREAS WITHIN THE PARKING FIELD, AND MATCH THE TOTAL
 SHOWN ON THE REQUIREMENT CHART TO MEETING THE TOTAL OF
 BOTH SECTIONS ADDED TOGETHER.
 PROVIDE AN EXHIBIT IDENTIFYING THE PARKING SPACES,
 OTHER VEHICULAR USE AREAS AND SHOWING THE AREAS COUNTED
 TOWARD INTERIOR LANDSCAPING. SEE FIGURE XIV-1 IN
 SECTION 94-443 TO IDENTIFY AREAS.
  
 7. SATISFIED. ALL LANDSCAPE ISLANDS MUST MEET THE
 REQUIRED LANDSCAPE WIDTH OF 8 FEET INSIDE D CURB AND BE
 THE FULL LENGTH OF THE ADJACENT PARKING SPACE INCLUDING
 THE 6 INCH D CURB.
  
 8. SATISFIED. ALL PAVED VEHICULAR USE AREAS ADJACENT TO
 LANDSCAPE AREAS MUST MEET THE CODE REQUIREMENT OF A
 TYPE D NON MOUNTABLE CURB PER SECTION 94-443(C)(5) OR
 SIMILAR.
  
 9. SATISFIED. IF THE OVERHEAD ELECTRIC LINES ARE TO
 REMAIN ALONG THE EAST PROPERTY LINE, THE GUMBO LIMBO
 TREES MAY NOT MEET THE RIGHT TREE RIGHT PLACE
 REQUIREMENTS.
  
 10. SATISFIED. PLEASE CORRECT THE FLORIDA FRIENDLY
 LANDSCAPE CHART TO REFLECT CURRENT CODE REQUIREMENT OF
 50 POINTS USING THE DESIGN OPTIONS CONSISTENT WITH
 CURRENT CODE 94-442(G).
  
 11. 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 ON THE PLAN BASED ON THE
 PLANT LIST.
  
 ADDITIONAL COMMENTS 9/13/21:
  
 12. SUBMIT REVISED LANDSCAPE PLANS MATCHING THE UPDATED
 SITE PLAN CHANGES FOR THE ENTRANCE WIDTH AND SIGNAGE
 LOCATION.
  
 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.
  
Review Stop L LANDSCAPING
Rev No 2 Status P Date 10-23-2020 Cont ID  
Sent By rcaranci Date 10-23-2020 Time 16:16 Rev Time 0.00
Received By rcaranci Date 10-23-2020 Time 16:16 Sent To  
Notes
2020-10-23 16:17:26FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 3200 45TH ST Z20040015
 OCTOBER 23, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PROVIDE A TREE DISPOSITION PLAN. TREES
 WITHIN THE PROPERTY MUST BE IDENTIFIED AND SHOWN
 WHETHER THEY WILL REMAIN, BE REMOVED OR RELOCATED. ANY
 TREES TO REMAIN MUST BE INCLUDED ON THE PLANT LIST.
  
 2. SATISFIED. REQUIRED OPEN SPACE FOR INDUSTRIAL ZONING
 IS 40% EQUALING 16,868 SQ FT. REVISE ON PLAN AND
 RECALCULATE REQUIRED TREES AND SHRUBS. REQUIRED
 PERVIOUS LANDSCAPE AREA IS A SEPARATE LINE ITEM.
  
 3. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 4. SATISFIED. SHOW LOCATION OF SEWER LINE ON THE
 LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING.
  
 5. SATISFIED. SHOW THAT THE REQUIRED PARKING LOT TREES
 MEET THE 75% SHADE TREE REQUIREMENT. 5 TREES ARE
 REQUIRED, 4 MUST BE CATEGORY 1.
  
 6. SATISFIED. SHOW THE PARKING LANDSCAPE AREAS COUNTED
 TOWARD COMPLIANCE WITH SECTION 94-443(C)(3) AND (4) FOR
 THE AREAS WITHIN THE PARKING FIELD, AND MATCH THE TOTAL
 SHOWN ON THE REQUIREMENT CHART TO MEETING THE TOTAL OF
 BOTH SECTIONS ADDED TOGETHER.
 PROVIDE AN EXHIBIT IDENTIFYING THE PARKING SPACES,
 OTHER VEHICULAR USE AREAS AND SHOWING THE AREAS COUNTED
 TOWARD INTERIOR LANDSCAPING. SEE FIGURE XIV-1 IN
 SECTION 94-443 TO IDENTIFY AREAS.
  
 7. SATISFIED. ALL LANDSCAPE ISLANDS MUST MEET THE
 REQUIRED LANDSCAPE WIDTH OF 8 FEET INSIDE D CURB AND BE
 THE FULL LENGTH OF THE ADJACENT PARKING SPACE INCLUDING
 THE 6 INCH D CURB.
  
 8. SATISFIED. ALL PAVED VEHICULAR USE AREAS ADJACENT TO
 LANDSCAPE AREAS MUST MEET THE CODE REQUIREMENT OF A
 TYPE D NON MOUNTABLE CURB PER SECTION 94-443(C)(5) OR
 SIMILAR.
  
 9. SATISFIED. IF THE OVERHEAD ELECTRIC LINES ARE TO
 REMAIN ALONG THE EAST PROPERTY LINE, THE GUMBO LIMBO
 TREES MAY NOT MEET THE RIGHT TREE RIGHT PLACE
 REQUIREMENTS.
  
 10. SATISFIED. PLEASE CORRECT THE FLORIDA FRIENDLY
 LANDSCAPE CHART TO REFLECT CURRENT CODE REQUIREMENT OF
 50 POINTS USING THE DESIGN OPTIONS CONSISTENT WITH
 CURRENT CODE 94-442(G).
  
 11. 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 ON THE PLAN BASED ON THE
 PLANT LIST.
  
 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.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 05-13-2020 Cont ID  
Sent By rcaranci Date 05-13-2020 Time 15:12 Rev Time 0.00
Received By rcaranci Date 05-13-2020 Time 15:12 Sent To  
Notes
2020-05-13 15:13:46FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 3200 45TH ST Z20040015
 MAY 13, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE A TREE DISPOSITION PLAN. TREES WITHIN THE
 PROPERTY MUST BE IDENTIFIED AND SHOWN WHETHER THEY WILL
 REMAIN, BE REMOVED OR RELOCATED. ANY TREES TO REMAIN
 MUST BE INCLUDED ON THE PLANT LIST.
  
 2. REQUIRED OPEN SPACE FOR INDUSTRIAL ZONING IS 40%
 EQUALING 16,868 SQ FT. REVISE ON PLAN AND RECALCULATE
 REQUIRED TREES AND SHRUBS. REQUIRED PERVIOUS LANDSCAPE
 AREA IS A SEPARATE LINE ITEM.
  
 3. PROVIDE LOCATIONS OF LIGHTING ON THE LANDSCAPE PLAN
 TO AVOID CONFLICTS WITH LANDSCAPING.
  
 4. SHOW LOCATION OF SEWER LINE ON THE LANDSCAPE PLAN
 AND RESOLVE CONFLICTS WITH LANDSCAPING.
  
 5. SHOW THAT THE REQUIRED PARKING LOT TREES MEET THE
 75% SHADE TREE REQUIREMENT. 5 TREES ARE REQUIRED, 4
 MUST BE CATEGORY 1.
  
 6. SHOW THE PARKING LANDSCAPE AREAS COUNTED TOWARD
 COMPLIANCE WITH SECTION 94-443(C)(3) AND (4) FOR THE
 AREAS WITHIN THE PARKING FIELD, AND MATCH THE TOTAL
 SHOWN ON THE REQUIREMENT CHART TO MEETING THE TOTAL OF
 BOTH SECTIONS ADDED TOGETHER.
 PROVIDE AN EXHIBIT IDENTIFYING THE PARKING SPACES,
 OTHER VEHICULAR USE AREAS AND SHOWING THE AREAS COUNTED
 TOWARD INTERIOR LANDSCAPING. SEE FIGURE XIV-1 IN
 SECTION 94-443 TO IDENTIFY AREAS.
  
 7. ALL LANDSCAPE ISLANDS MUST MEET THE REQUIRED
 LANDSCAPE WIDTH OF 8 FEET INSIDE D CURB AND BE THE FULL
 LENGTH OF THE ADJACENT PARKING SPACE INCLUDING THE 6
 INCH D CURB.
  
 8. ALL PAVED VEHICULAR USE AREAS ADJACENT TO LANDSCAPE
 AREAS MUST MEET THE CODE REQUIREMENT OF A TYPE D NON
 MOUNTABLE CURB PER SECTION 94-443(C)(5) OR SIMILAR.
  
 9. IF THE OVERHEAD ELECTRIC LINES ARE TO REMAIN ALONG
 THE EAST PROPERTY LINE, THE GUMBO LIMBO TREES MAY NOT
 MEET THE RIGHT TREE RIGHT PLACE REQUIREMENTS.
  
 10. PLEASE CORRECT THE FLORIDA FRIENDLY LANDSCAPE CHART
 TO REFLECT CURRENT CODE REQUIREMENT OF 50 POINTS USING
 THE DESIGN OPTIONS CONSISTENT WITH CURRENT CODE
 94-442(G).
  
 11. 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 ON THE PLAN BASED ON THE
 PLANT LIST.
  
 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.
  
  
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-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status P Date 09-26-2022 Cont ID  
Sent By mhurley Date 09-26-2022 Time 15:55 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 5 Status P Date 10-05-2022 Cont ID  
Sent By   Date 10-05-2022 Time   Rev Time 0.00
Received By   Date 10-05-2022 Time   Sent To  
Notes
2022-10-05 09:26:34NO COMMENTS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 4 Status P Date 04-18-2022 Cont ID  
Sent By   Date 04-18-2022 Time   Rev Time 0.00
Received By   Date 04-18-2022 Time   Sent To  
Notes
2022-04-18 14:52:20NO FURTHER COMMENTS FROM DEPARTMENT OF PUBLIC WORKS.
  
 MATT HEJAZI
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 3 Status F Date 10-04-2022 Cont ID  
Sent By   Date 10-04-2022 Time   Rev Time 0.00
Received By   Date 10-04-2022 Time   Sent To  
Notes
2021-09-24 09:30:06THE AUTO TURN FOR THE SANITATION COLLECTION VEHICLE
 MAJOR ENCROACHMENT WITH THE PROPOSED ENTERANCE/EXIT
 MEDIAN, WHICH WILL CAUSE CURB/VEHICLE DAMAGE. PLEASE
 MAKE NECESSARY UPDATES TO RESOLVE THIS ISSUE.
  
  
 DEPT. OF PUBLIC WORKS
 MATT HEJAZI
 [email protected]
 822-2045
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 10-20-2020 Cont ID  
Sent By   Date 10-20-2020 Time   Rev Time 0.00
Received By   Date 10-20-2020 Time   Sent To  
Notes
2020-10-20 08:29:48NO FURTHER COMMENTS FROM DEPARTMENT OF PUBLIC WORKS.
  
 MATT HEJAZI
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 05-11-2020 Cont ID  
Sent By   Date 05-11-2020 Time   Rev Time  
Received By   Date 05-11-2020 Time   Sent To  
Notes
2020-05-11 12:39:24PLEASE PROVIDE THE FOLLOWINGS:
  
 1- LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
 WASTE VOLUME PRODUCED ALONG WITH THE SIZE AND TYPE OF
 THE CONTAINER THAT WILL BE UTILIZED THAT WILL BE
 UTILIZED FOR THE SANITATION SERVICE.
  
 2- DUMPSTER ENCLOSURE DETAIL. 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, CG-7.
  
 3- AUTO TURN FOR THE SANITATION SERVICE, FRONT LOADER
 TRUCK WITH THE FOLLOWING SPECS:
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 5 Status P Date 10-04-2022 Cont ID  
Sent By   Date 10-04-2022 Time   Rev Time 0.00
Received By   Date 10-04-2022 Time   Sent To  
Notes
2022-10-04 13:59:14LLOUIE RECEIVES EMAIL FROM TRACY WARD, SENIOR
 STORMWATER ENGINEER, ON 9/30/2022, STATING THAT THE
 STORMWATER REVIEW HAS PASSED (SEE ATTACHED EMAIL
 CORRESPONDANCE).
Review Stop STORM STORMWATER
Rev No 4 Status P Date 03-24-2022 Cont ID  
Sent By tward Date 03-24-2022 Time 17:50 Rev Time 0.00
Received By tward Date 03-24-2022 Time 17:55 Sent To  
Notes
2022-03-24 17:55:33THE FOLLOWING COMMENT IS FROM THE REVIEW OF THE 3/1/22
 PLAN SUBMITTAL:
  
 1. NOTE THE FIRE HYDRANT SHOWN ON SHEET C-8 TO BE 146
 FEET FROM THE NORTHWEST CORNER OF THE BUILDING IS A
 PRIVATE FIRE HYDRANT. THERE IS A FIRE HYDRANT ALONG THE
 SOUTH RIGHT OF WAY OF 45TH STREET ABOUT 250 FEET EAST
 OF THE SITE'S DRIVEWAY.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120
Review Stop STORM STORMWATER
Rev No 3 Status F Date 09-27-2021 Cont ID  
Sent By tward Date 09-27-2021 Time 16:54 Rev Time 0.00
Received By tward Date 09-27-2021 Time 16:54 Sent To  
Notes
2021-09-27 16:53:58THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 9-8-2021 SUBMITTAL PACKAGE.
  
 1. WHAT IS THE VERTICAL CLEARANCE BETWEEN THE 15" STORM
 OUTFALL PIPE AND 8" ROOF DRAIN PIPE AS THEY CROSS THE
 6" WASTEWATER LINE, 4" FIRE LINE AND 1" WATER LINE.
 LABEL THESE VERTICAL CLEARANCES ON THE UTILITY PLAN AND
 UTILITY CONNECTION PROFILE ON SHEET C-11.
  
 2. NORTH ARROW POINTING TO THE WEST ON SHEET C-11.
  
 3. SITE LIGHT FIXTURE IS LOCATED WITHIN THE 2-FOOT
 OVERHANG OF THE PARKING STALLS ON THE WEST SIDE OF THE
 SITE.
  
 4. WHEEL STOPS MAY NOT BE NEEDED IF THERE IS TYPE 'D'
 CURB AT THE END OF THE PARKING STALL AND THE PARKING
 STALL INCLUDES 2 FEET OF OVERHANG OVER THE SIDEWALK OF
 LANDSCAPE STRIP. IF WHEEL STOPS ARE USED MAKE SURE THE
 PARKING SPACES ARE DEEP ENOUGH SO THAT THE STANDARD CAR
 DOES NOT STICK OUT INTO THE DRIVE LANE.
  
 5. CHECK COVER DEPTH OVER THE PROPOSED STORM PIPES IN
 THE PARKING LOT.
  
 6. CHECK THE THICKNESS OF THE CONCRETE ABOVE THE WEIR
 OPENING IN THE CONTROL STRUCTURE. IS THE GRATE
 SUPPORTED ON THIS SIDE?
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 12-10-2020 Cont ID  
Sent By tward Date 12-10-2020 Time 21:09 Rev Time 0.00
Received By tward Date 12-10-2020 Time 21:13 Sent To  
Notes
2020-12-10 21:11:16THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 10-14-2020 SUBMITTAL PACKAGE.
  
 1. CHECK CROSS SLOPE OF SIDEWALK WEST OF DRIVEWAY, IT
 MAY EXCEED 2%.
  
 2. SIDEWALK BETWEEN THE BACK OF WALK ALONG 45TH STREET
 AND THE PARKING LOT ALONG THE WEST SIDE OF THE SITE
 EXCEEDS 5% LONGITUDINAL SLOPE AND MAY REQUIRE
 HANDRAILS.
  
 3. SHOW CONCRETE HATCHING FOR THE SIDEWALK EAST OF THE
 DRIVEWAY.
  
 4. DRIVEWAY APRON BETWEEN SIDEWALK AND DROP CURB SHOULD
 BE CONCRETE INSTEAD OF ASPHALT.
  
 5. PROVIDE A CROSS SECTION FOR THE DRIVEWAY.
  
 6. THE PARKING SPACE DETAIL STRIPING ON SHEET C-9 DOES
 NOT MEET CITY'S DETAILS ILLUSTRATED IN THE CODE OF
 ORDINANCES. . THE 4? VERTICAL STRIPES HAVE A 12" GAP
 (INSTEAD OF 2") BETWEEN THEM (16" CENTER OF STRIPE TO
 CENTER OF STRIPE) AND THE ENDS ARE CONNECTED WITH A 4"
 HORIZONTAL STRIPE. THE 5' HANDICAP ACCESS AISLE SHOULD
 HAVE VERTICAL STRIPES ON EACH SIDE.
  
 7. SECTION A-A ON SHEET C-9 SHOWS THE TOE OF SLOPE OF
 THE FILL SECTION MEETING EXISTING GRADE AT THE PROPERTY
 LINE. A RETAINING WALL SIMILAR TO SECTIONS C-C AND D-D
 MAY BE NEEDED. THERE SHOULD NOT BE DIRECT DISCHARGE
 ONTO ADJACENT PROPERTIES. A CURB MAY BE NEEDED AT THE
 EDGE OF SIDEWALK TO STOP THE RUNOFF FROM THE SIDEWALK
 FROM FLOWING DOWN THESLIDE SLOPE. GRADING AT THE
 PROPERTY LINE CANNOT BLOCK EXISTING RUNOFF FLOWING ONTO
 THE PROPERTY FROM ADJACENT PROPERTIES.
  
 8. LIST VERTICAL DATUM AND CONVERSION EQUATION TO
 NGVD1929 ON SHEET C-10 AND ANY OTHER SHEET WITH
 ELEVATION INFORMATION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 05-07-2020 Cont ID  
Sent By tward Date 05-07-2020 Time 12:19 Rev Time 0.00
Received By tward Date 05-07-2020 Time 12:27 Sent To  
Notes
2020-05-07 12:27:11THIS 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. PROVIDE THE VERTICAL DATUM CONVERSION EQUATION ON
 THE SURVEY AND ENGINEERING PLANS.
  
 2. PROVIDE REFERENCE TO VERTICAL DATUM AND CONVERSION
 EQUATION TO NGVD1929 ON EVERY SHEET WITH ELEVATION
 INFORMATION.
  
 3. PBCHD ALLOWS LESSER MINIMUM SEPARATION DISTANCES
 BETWEEN WATER AND SANITARY SEWER MAINS THAN WHAT IS
 LISTED IN UTILITY CONNECTION NOTE #9 ON SHEET C-2.
  
 4. ENVIRONMENTAL HEALTH NOTES (SHEET C-2) ERRATA:
  A. SFWMD INSTEAD OF SWFWMD IN NOTE #1
  B. PALM BEACH COUNTY HEALTH DEPARTMENT INSTEAD OF WEST
 PALM BEACH COUNTY HEALTH DEPARTMENT
  
 5. HISTORICAL RESOURCE NOTE #2 (SHEET C-2) ERRATA: PALM
 BEACH COUNTY INSTEAD OF BROWARD COUNTY
  
 6. TRAFFIC CONTROL NOTES (SHEET C-2): REFERENCE FDOT
 STANDARD PLANS INSTEAD OF STANDARD INDEXES.
  
 7. SHOW 10' UTILITY EASEMENT AND FPL EASEMENT ALONG THE
 NORTH PROPERTY LINE ON THE ENGINEERING PLANS AND
 LANDSCAPE PLANS (SEE SURVEY).
  
 8. VERIFY SCALE BAR ON THE ENGINEERING PLANS.
  
 9. VERIFY PROPERTY LINE IS CALLED OUT IN THE CORRECT
 LOCATION ON THE PROPOSED DRIVEWAY PROFILE ON SHEET C-9.
  
 10. THE RUNOFF FROM THE SIDEWALK AND SIDESLOPE SHOWN
 FOR SECTION A-A, THE SIDESLOPES ON SECTIONS C-C AND D-D
 ON SHEET C-9 CANNOT DRAIN DIRECTLY ONTO THE ADJACENT
 PROPERTY. CREATE A SWALE TO COLLECT THE RUNOFF. THE
 SPREADER SWALE IN THE REAR OF THE PROPERTY CANNOT
 OVERFLOW ONTO THE ADJACENT PROPERTY. CONSIDER DIRECTING
 THE EXCESS RUNOFF TO 45TH STREET DRAINAGE SYSTEM.
  
 11. THE BOTTOM ELEVATION OF 14.70 FT NAVD FOR THE
 SPREADER SWALE IS LOWER THAN THE SEASONAL HIGHWATER
 ELEVATION OF 14.87 FT NAVD SHOWN ON THE POND SECTION ON
 SHEET C-10.
  
 12. STORMWATER MANAGEMENT SYSTEM IS TO BE DESIGNED TO
 MEET SFWMD ERP CRITERIA INCLUDING WATER QUALITY
 TREATMENT OF THE LARGER OF 1" OF RUNOFF OR 2.5" TIMES
 PERCENT OF IMPERVIOUSNESS AND PRE- VS. POST-DEVELOPMENT
 PEAK DISCHARGE. DRAINAGE CALCULATIONS WILL BE REVIEWED
 DURING ENGINEERING PERMIT SUBMITTAL.
  
 13. 45TH STREET IS MAINTAINED BY PALM BEACH COUNTY.
 COUNTY APPROVAL WILL BE REQUIRED FOR ANY WORK WITHIN
 THE ROAD RIGHT-OF-WAY.
  
  
 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.
  
 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.
  
 4. SITE IS WITHIN THE JURISDICTIONAL LIMITS OF NPBCID
 AND AN APPROVAL LETTER FROM NPBCID WILL BE NEEDED PRIOR
 TO STARTING CONSTRUCTION.
  
 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 2 Status P Date 10-23-2020 Cont ID  
Sent By vnoel Date 10-23-2020 Time 10:10 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 05-13-2020 Cont ID  
Sent By vnoel Date 05-13-2020 Time 09:22 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2020-05-13 09:22:451. ADD CONVERSION TO NGVD-29 TO SURVEY AND ENGINEERING
 PLANS.
 2. DRIVEWAY CONNECTION WILL REQUIRE PB COUNTY PERMIT.
 3. SITE PLAN APPROVAL WILL BE REQUIRED PRIOR TO
 SUBMITTAL FOR ENGINEERING DEVELOPMENT REVIEW.
 4. ENG. PLANS CALL OUT 10 SPACES IN BOTH RETAIL AND
 WAREHOUSE. ARE THESE THE REQUIRED NUMBER OF SPACES FOR
 EACH USE?
 5. SURVEY NOTES REFER TO PB COUNTY BUILDING AND ZONING
 RESTRICTIONS WHICH SHOULD BE CITY OF WPB.
 6. SURVEY ALSO STATES FOR REAL ESTATE TRANSACTION ONLY.
 REMOVE NOTE.
 7. PROVIDE COPY OF TITLE COMMITMENT.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 5 Status P Date 10-04-2022 Cont ID  
Sent By   Date 10-04-2022 Time   Rev Time 0.00
Received By   Date 10-04-2022 Time   Sent To  
Notes
2022-10-04 13:55:28LLOUIE SPOKE TO VALERIO ORICCHIO, CITY TRAFFIC
 ENGINEER, ON 10/4. CONFIRMED DURING A PHONE
 CONVERSATION THAT THE PREVIOUS CONDITION COMMENTS FROM
 11/13/2020 REVIEW (CYCLE 2) HAVE ALL BEEN ADDRESSED IN
 THE 9/20/2022 RESUBMITTAL. NO CONDITIONS NECESSARY FROM
 TRAFFIC (SEE ATTACHED EMAIL CORRESPONDANCE AS WELL).
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status P Date 03-09-2022 Cont ID  
Sent By   Date 03-09-2022 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2022-03-09 16:38:23 
 NO FURTHER COMMENTS
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 09-23-2021 Cont ID  
Sent By   Date 09-23-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-09-23 19:13:01NO FURTHER COMMENTS
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status P Date 11-13-2020 Cont ID  
Sent By   Date 11-13-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-11-13 15:10:10PASSED WITH THE FOLLOWING CONDITIONS:
  
 1. OBTAIN AND PROVIDE COUNTY TRAFFIC DIVISION WAIVE
 APPROVAL PER TPS LETTER COMMENT #1
  
 2. SHOW DIAGONAL HATCHING PATTERN WITHIN THE DRIVEWA'S
 ISLAND DIVIDER IN SITE PLAN C-5
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 05-12-2020 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2020-05-12 14:55:26**** 2020-05-14: REMOVED 2 COMMENTS
  
 TRAFFIC STATEMENT COMMENTS:
 1. REVISE THE TRIP GENERATION ANALYSIS ACCORDING TO THE
 LATEST VERSION OF THE ITE TRIP GENERATION MANUAL (I.E.
 10TH EDITION) AND USE THE CORRESPONDING LAND USE CODE
 (I.E. 812 - BUILDING MATERIAL & LUMBER STORE).
 2. PER ITE GUIDELINES, RETAIL AND WAREHOUSE SQUARE
 FOOTAGE MUST BE SUMMED FOR TRIP GENERATION PURPOSES, AS
 THERE IS NO SEPARATION BETWEEN THE TWO BUILDINGS.
 3. PROVIDE COUNTY TPS LETTER.
  
  
 SITE PLAN COMMENTS:
 4. SHOW FULL RIGHT-OF-WAY WIDTH AND RIGHT-OF-WAY WIDTH
 FROM THE ROAD CENTERLINE TO THE PROPERTY LINE ON SITE
 PLAN
 5. PROVIDE PHOTOMETRIC ANALYSIS
 6. IN THE SITE PLAN, INSERT A TABLE SHOWCASING REQUIRED
 AND PROVIDED FOR THE FOLLOWING FEATURES:
 A. NUMBER OF PARKING SPACES
 B. LOADING ZONE AREA DIMENSION
 C. NUMBER OF BICYCLE PARKING
 7. PROVIDE 2-FOOT OVERHANG ON VEHICULAR PARKING SPACES
 WHEN FEASIBLE
 8. PROVIDE AUTOTURN ANALYSIS OF DELIVERY, GARBAGE, AND
 SERVICE VEHICLES, FOR THE FOLLOWING:
 A. DRIVEWAY ACCESS/EGRESS
 B. INTERNAL CIRCULATION
 C. MANEUVERS TO/FROM THE LOADING ZONE
 9. DRIVEWAY WIDTH SHOULD BE MINIMIZED. OTHERWISE,
 DIAGONAL HATCHING SHOULD BE USED TO DELINEATE DRIVEWAY
 LANES FOR PASSENGER CARS
 10. PROVIDE SIDEWALK DIMENSIONS (NOTE: MINIMUM 5 FEET)
 11. ONE-WAY CIRCULATION WITHIN THE FACILITY IS
 STRONGLY RECOMMENDED
 A. IN CASE, CONSIDER CONVERTING THE 90-DEGREE PARKING
 SPOTS ON THE EAST SIDE OF THE PROPERTY TO ANGLED ONES
 B. OTHERWISE, SOLVE THE MULTIPLE VEHICULAR CONFLICT
 POINTS NEARBY THE DRIVEWAY AREA
  
  
 VALERIO ORICCHIO
 [email protected]
 561-494-1092
Review Stop Z ZONING
Rev No 5 Status P Date 10-04-2022 Cont ID  
Sent By llouie Date 10-04-2022 Time   Rev Time 0.00
Received By llouie Date 10-04-2022 Time   Sent To  
Notes
2022-10-04 14:22:56THIS APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS:
  
 1.) THE CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH
 THE CONDITIONS SET FORTH IN THE FOLLOWING DOCUMENTS
 ISSUED FOR THE PROJECT: A. PALM BEACH COUNTY LAND
 DEVELOPMENT DIVISION RIGHT-OF-WAY CONSTRUCTION PERMIT
 #RW56157-0722.; B. SOUTH FLORIDA WATER MANAGEMENT
 DISTRICT INDIVIDUAL ENVIRONMENTAL RESOURCE PERMIT NO.
 50-103507-P
  
 2.) CONDENSING UNITS PROPOSED ON THE ROOFTOP OF THE
 BUILDING SHALL BE FULLY SCREENED FROM PUBLIC VIEW BY
 THE BUILDING PARAPET AND/OR THE UTILIZATION OF AN
 APPROPRIATE SCREENING MECHANISM APPROVED BY THE
 DEVELOPMENT SERVICES DEPARTMENT ??? PLANNING DIVISION.
  
 3.) SIGNAGE FOR THE PROJECT IS NOT A PART OF THIS
 APPROVAL. ALL PROPOSED SIGNAGE (FREESTANDING AND WALL
 SIGNAGE) SHALL COMPLY WITH SIGN REGULATIONS OF THE
 CITY'S ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS)
 AND WILL BE REVIEWED AT TIME OF BUILDING PERMIT.
  
 4.) ADDRESS THE FOLLOWING PRIOR TO THE SUBMISSION OF AN
 ENGINEERING PERMIT: A. THE FIRE HYDRANT SHOWN ON SHEET
 C-8 TO BE 146 FEET FROM THE NORTHWEST CORNER OF THE
 BUILDING IS A PRIVATE FIRE HYDRANT. THERE IS A FIRE
 HYDRANT ALONG THE SOUTH RIGHT-OF-WAY OF 45TH STREET
 ABOUT 250 FEET EAST OF THE SITE'S DRIVEWAY.
  
 5.) ALL PUBLIC UTILITIES SERVICES CONNECTIONS,
 INCLUDING TELEPHONE, CABLE AND ELECTRIC DISTRIBUTION
 SERVICE SHALL BE INSTALLED UNDERGROUND.
  
 6.) PAVEMENT RESTORATION NOTE PROVIDED IN THE PLAN
 WOULD APPLY TO WORK IN THE ROADWAY. FOR SIDEWALK
 RESTORATION, PLEASE REFER TO CITY STANDARD DETAIL GC-1.
  
 7.) 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.
  
Review Stop Z ZONING
Rev No 4 Status F Date 03-03-2022 Cont ID  
Sent By llouie Date 03-03-2022 Time   Rev Time 0.00
Received By llouie Date 03-03-2022 Time   Sent To  
Notes
2022-03-03 15:07:15GENERAL COMMENTS:
  
 1.) THE COUNTY ROW PERMIT FOR THE PROPOSED
 MODIFICATIONS TO THE CURB CUT ON 45TH STREET SHALL BE
 REQUIRED PRIOR TO SITE PLAN APPROVAL. PER DISCUSS WITH
 THE APPLICANT, THE APPLICANT IS WORKING WITH THE COUNTY
 ON OBTAINING THE ROW PERMIT. PLEASE ENSURE ALL PLANS
 SUBMITTED WITH THE COUNTY PERMIT APPLICATION MATCH THE
 PLANS PROVIDED WITH THIS APPLICATION.
  
 2.) PLEASE ENSURE ALL PLAN REVISIONS (IF APPLICABLE)
 MATCH FOR CONSISTENCY.
  
 3.) APPROVAL OF THE SITE PLAN SHALL BE REQUIRED BY THE
 PUBLIC WORKS DEPARTMENT TO ENSURE ADEQUATE PROVISION
 FOR TRASH PICK-UP AND THE MANEUVERING OF SANITATION
 TRUCKS WITHIN THE SITE.
  
  
 SITE PLAN COMMENTS:
  
 1.) SHOW SETBACK DIMENSIONS OF ALL PROPOSED LIGHT
 FIXTURES TO THE PROPERTY LINE(S). A MINIMUM 5 FT.
 SETBACK SHALL BE PROVIDED.
  
 [9/23/2021 MODIFIED COMMENT: SETBACK DIMENSIONS ARE NOW
 SHOWN; HOWEVER, THERE SEEMS TO BE A SLIGHT ENCROACHMENT
 OF A LIGHT POLE WITHIN 5 FT. OF THE EAST PROPERTY LINE,
 DESPITE THE SETBACK INDICATING A SETBACK OF 5 FT. FROM
 THE PROPERTY LINE. PLEASE ADDRESS.]
  
  
 2.) THE ROW OF PARKING ALONG THE NORTH SIDE OF THE
 BUILDING MAY NOT REQUIRE A WHEEL STOP, AS A NOTE IN THE
 PLANS INDICATE A TYPE-D CURB. THIS WAS ALSO A COMMENT
 PROVIDED BY THE ENGINEERING SERVICES DEPARTMENT FROM
 THE LAST RESUBMITTAL.
  
  
 SIGNAGE COMMENTS:
  
 1.) PROPOSED FREESTANDING MONUMENT SIGN IS NOTED AS A
 DIGITAL SIGN. DIGITAL SIGNS ARE NOT PERMITTED.
  
 [9/23/2021 REPEAT COMMENT: NOT ADDRESSED. SIGN DETAIL
 PROVIDED ON SHEET AS002 INDICATES THAT THE MONUMENT
 SIGN IS STILL A DIGITAL SIGN. DIGITAL SIGNS ARE NOT
 PERMITTED IN THE CITY.]
  
  
 CONDITIONS:
  
 * CONDENSING UNITS PROPOSED ON THE ROOFTOP OF THE
 BUILDING SHALL BE FULLY SCREENED FROM PUBLIC VIEW BY
 THE BUILDING PARAPET AND/OR ADDITIONAL EQUIPMENT
 SCREENING.
  
 * ALL PUBLIC UTILITIES SERVICE CONNECTIONS, INCLUDING
 TELEPHONE CABLE AND ELECTRIC DISTRIBUTION SERVICE,
 SHALL BE INSTALLED UNDERGROUND. [ZLDR S.94-172(G)]
  
 * SIGNAGE IS NOT A PART OF THIS APPROVAL. ALL PROPOSED
 SIGNAGE AND ASSOCIATED SIGN DETAIL(S) SHALL BE REVIEWED
 AT TIME OF BUILDING PERMIT FOR CONSISTENCY WITH THE
 SIGN REGULATIONS OF THE ZONING AND LAND DEVELOPMENT
 REGULATIONS (ZLDRS).
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF FOUR
 (4) PAPER COPIES, ONE REDUCED COPY IN 11 INCHES X 17
 INCHES, AND AN ELECTRONIC COPY OF ALL DOCUMENTS AND
 PLANS.
  
 * PLEASE NOTE THAT CHANGES ON THE RESUBMITTED PLANS MAY
 RESULT IN ADDITIONAL COMMENTS.
  
 * 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 ($200).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE ANY
 QUESTIONS.
  
Review Stop Z ZONING
Rev No 3 Status F Date 09-23-2021 Cont ID  
Sent By llouie Date 09-23-2021 Time   Rev Time 0.00
Received By llouie Date 09-23-2021 Time   Sent To  
Notes
2021-09-23 16:30:37GENERAL COMMENTS:
  
 1.) IN ACCORDANCE WITH ZLDR S.94-175, THE APPLICANT
 SHALL SUBMIT A NEIGHBORHOOD COMPATIBILITY ANALYSIS OF
 THE PROPOSED FACILITIES AND OPERATIONS. SITE PLAN
 APPROVAL SHALL NOT BE GRANTED UNLESS THERE IS
 COMPLIANCE WITH ALL THE REQUIREMENTS FOUND IN ZONING
 AND LAND DEVELOPMENT REGULATIONS (ZLDR) S.94-175(B)(2).
 [11/13/2020 REPEAT COMMENT: A WRITTEN RESPONSE TO EACH
 OF THE IMPACT STANDARDS IN SEC. 94-175 OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS (ZLDRS) SHALL BE
 PROVIDED; A GENERAL STATEMENT IS INSUFFICIENT.]
  
 2.) A COUNTY ROW PRE-DETERMINATION APPROVAL LETTER FOR
 THE PROPOSED MODIFICATIONS TO THE CURB CUT ON 45TH
 STREET IS REQUIRED PRIOR TO GRANTING SITE PLAN
 APPROVAL. [11/13/2020 REPEAT COMMENT: AS NOTED IN THE
 RESPONSE LETTER TO STAFF (DATED 8/26/21 AND RECEIVED
 8/31/21), THE APPLICANT IS STILL ADDRESSING COMMENTS
 FROM PALM BEACH COUNTY. ONCE THE PRE-DETERMINATION
 LETTER IS RECEIVED, THE APPLICANT WILL FORWARD TO
 STAFF.]
  
 3.) PLEASE REMEMBER TO UPDATE THE SHEETS WITH THE NEW
 REVISION DATE FOR TRACKING PURPOSES.
  
 4.) ALL PLANS SHALL MATCH FOR CONSISTENCY.
  
 5.) THE TPS LETTER FROM THE COUNTY IS SET TO EXPIRE IN
 DECEMBER. IT IS ADVISED THAT THE APPLICANT COORDINATE
 WITH THE COUNTY TO EXTEND THE TPS LETTER.
  
  
 SITE PLAN COMMENTS:
  
 1.) PLEASE ADDRESS/CORRECT THE FOLLOWING IN THE COVER
 SHEET, CONTAINING THE SITE DATA: A) THE CORRECT PARCEL
 CONTROL NUMBER (PCN). B) THE EXISTING ZONING OF THE
 PROPERTY C) THE PROPOSED ZONING OF THE PROPERTY.
 [11/13/2020 REPEAT COMMENT: NOT ADDRESSED. NO
 CORRECTIONS HAVE BEEN MADE TO THE SITE DATA
 INFORMATION.]
  
 2.) CONSIDER ADDING A GATE ON THE WEST SIDE OF THE
 BUILDING FOR PUBLIC SAFETY. THE AREA IS ACCESSIBLE AND
 SEEMS TO BE HIDDEN FROM VIEW (SIDEWALK ALONG THE WEST
 SIDE OF THE BUILDING).
  
 3.) THE PROPOSED LIGHT POLES ON THE WEST SIDE OF THE
 PROPERTY SEEM TO BE IN CONFLICT WITH THE 2 FT. CURB
 OVERHANG. PLEASE RELOCATE/ELIMINATE LIGHT FIXTURES TO
 PREVENT CONFLICT.
  
 4.) SHOW SETBACK DIMENSIONS OF ALL PROPOSED LIGHT
 FIXTURES TO THE PROPERTY LINE(S). A MINIMUM 5 FT.
 SETBACK SHALL BE PROVIDED.
  
 5.) PLEASE CHECK WITH MATT HEJAZI, INDUSTRIAL ENGINEER,
 PUBLIC WORKS DEPARTMENT - SANITATION DIVISION @ (561)
 822-2045, TO DETERMINE TRASH PICK-UP FOR THE PROPERTY
 AND IF A DUMPSTER ENCLOSURE IS REQUIRED. STAFF WILL
 NEED WRITTEN DOCUMENTATION FROM THE SANITATION DIVISION
 STAFF THAT THE PROPOSAL FOR HANDLING REFUSE IS
 ACCEPTABLE.
  
 6.) PROPOSED PARKING COUNT DOES NOT ADD UP TO THE 20
 PARKING SPACES PROVIDED IN THE SITE PLAN. PLEASE
 ADDRESS.
  
 7.) MINIMUM OFF-STREET LOADING SHOULD REFERENCE THAT
 ONE 10 FT. BY 25 FT. LOADING ZONE IS REQUIRED FOR THE
 PROJECT.
  
 8.) SHOW SETBACK DISTANCE OF THE PROPOSED WATER
 EQUIPMENT. SCREENING OF THE EQUIPMENT IS RECOMMENDED
 ALONG 45TH STREET.
  
  
  
 ARCHITECTURAL COMMENTS:
  
 1.) NO UPDATED ARCHITECTURAL PLANS HAVE BEEN PROVIDED
 TO ADDRESS THE COMMENTS FROM THE 11/30/2020 ZONING
 STAFF REVIEW.
  
  
  
 SITE PHOTOMETRICS/LIGHTING COMMENTS:
  
 1.) THE PHOTOMETRIC PLAN MUST BE UPDATED TO REFLECT THE
 LATEST CHANGES MADE TO THE SITE PLAN. ALSO, SEE SITE
 PLAN COMMENTS FOR ADDITIONAL COMMENTS ON LIGHTING THAT
 MUST BE ADDRESSED.
  
 2.) THE FOLLOWING NOTE SHALL BE PROVIDED IN THE
 PHOTOMETRIC PLAN: ALL OUTDOOR LIGHTING SHALL BE
 SHIELDED TO REDUCE GLARE AND SHALL BE ARRANGED TO
 REFLECT LIGHT OR GLARE AWAY FROM PUBLIC THROUGHFARES,
 IN ACCORDANCE WITH SEC. 94-309(A) OF THE ZLDRS.
 [5/11/2020 AND 11/30/2020 REPEAT COMMENT: NO REVISED
 PHOTOMETRIC PLAN ADDRESSING COMMENTS ABOVE PROVIDED IN
 THE 8/31/2021 RESUBMITTAL PACKET.]
  
  
  
 SIGNAGE COMMENTS:
  
 1.) PROPOSED FREESTANDING MONUMENT SIGN IS NOTED AS A
 DIGITAL SIGN. DIGITAL SIGNS ARE NOT PERMITTED.
  
  
  
 CONDITIONS:
  
 * CONDENSING UNITS PROPOSED ON THE ROOFTOP OF THE
 BUILDING SHALL BE FULLY SCREENED FROM PUBLIC VIEW BY
 THE BUILDING PARAPET.
  
 * ALL PUBLIC UTILITIES SERVICE CONNECTIONS, INCLUDING
 TELEPHONE CABLE AND ELECTRIC DISTRIBUTION SERVICE,
 SHALL BE INSTALLED UNDERGROUND. [ZLDR S.94-172(G)]
  
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF 5
 PAPER COPIES, ONE REDUCED COPY IN 11 INCHES X 17
 INCHES, AND AN ELECTRONIC COPY OF ALL DOCUMENTS AND
 PLANS.
  
 * PLEASE NOTE THAT CHANGES ON THE RESUBMITTED PLANS MAY
 RESULT IN ADDITIONAL COMMENTS.
  
 * 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 ($200).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE ANY
 QUESTIONS.
  
Review Stop Z ZONING
Rev No 2 Status F Date 11-13-2020 Cont ID  
Sent By llouie Date 11-13-2020 Time   Rev Time 0.00
Received By llouie Date 11-13-2020 Time   Sent To  
Notes
2020-11-13 11:46:06GENERAL COMMENTS:
  
 1.) IN ACCORDANCE WITH ZLDR S.94-175, THE APPLICANT
 SHALL SUBMIT A NEIGHBORHOOD COMPATIBILITY ANALYSIS OF
 PROPOSED FACILITIES AND OPERATIONS. SITE PLAN APPROVAL
 SHALL NOT BE GRANTED UNLESS THERE IS COMPLIANCE WITH
 ALL OF THE REQUIREMENTS FOUND IN ZLDR S.94-175(B)(2).
  
 [PLEASE NOTE THAT THIS COMMENT WAS MISSED BY STAFF
 DURING THE INITIAL REVIEW. THE STANDARDS ARE STRAIGHT
 FORWARD AND SHOULD NOT BE AN ISSUE FOR THE PROPOSED
 USE.]
  
 2.) AS DISCUSSED WITH THE AGENT (HUNTER JOHNSON OF ACT)
 ON 11/10/2020, THE APPLICANT IS SEEKING A ROW APPROVAL
 LETTER FROM PALM BEACH COUNTY FOR THE INGRESS/EGRESS
 POINT ON 45TH STREET. THE ROW APPROVAL LETTER FROM PALM
 BEACH COUNTY IS REQUIRED AS IT IS CLEARLY STATED IN THE
 5/18/2020 TPS LETTER THAT THE ACCESS POINT DOES NOT
 MEET COUNTY ACCESS MANAGEMENT STANDARDS. STAFF IS
 REQUESTING THE COUNTY ROW APPROVAL LETTER BE SUBMITTED
 TO STAFF PRIOR TO SITE PLAN APPROVAL TO ENSURE THERE
 WILL BE NO/MINIMAL SITE PLAN CHANGES AFTER APPROVAL IS
 GRANTED.
  
 3.) AS NOTED IN SITE PLAN COMMENTS #5 FROM ZONING
 REVIEW #1 (5/11/2020), THE INGRESS/EGRESS POINT CANNOT
 EXCEED 24 FT. IN WIDTH, UNLESS APPROVED BY THE
 ENGINEERING SERVICES DEPARTMENT. STAFF WILL NEED
 WRITTEN DOCUMENTATION FROM THE ENGINEERING SERVICES
 DEPARTMENT APPROVING THE DESIGN AND WIDTH OF THE ACCESS
 POINT.
  
  
 SITE PLAN COMMENTS:
  
 1.) PLEASE ADDRESS THE FOLLOWING IN THE COVER SHEET,
 CONTAINING THE SITE DATA TABULAR: A) THE CORRECT PARCEL
 CONTROL NUMBER IS 74-42-43-01-22-001-0000. B) THE
 EXISTING ZONING OF THE PROPERTY IS INDUSTRIAL (I) (NOT
 OFFICE REGIONAL DISTRICT). C) THE PROPOSED ZONING OF
 THE PROPERTY IS INDUSTRIAL (I) (NOT COMMERCIAL GENERAL
 DISTRICT).
  
 2.) SHOW LOCATION OF ALL PROPOSED MECHANICAL EQUIPMENT.
 MECHANICAL EQUIPMENT MAY NOT PROJECT MORE THAN 4 FT.
 INTO A REQUIRED SETBACK; ROOFTOP EQUIPMENT SHALL BE
 SCREENED FROM PUBLIC VIEW BY A PARAPET. [5/11/2020
 REPEAT COMMENT: THIS COMMENT WAS NOT ADDRESSED IN THE
 10/19/2020 RESUBMITTED PLANS. NO RESPONSE PROVIDED BY
 THE APPLICANT ON THIS COMMENT IN THE RESPONSE LETTER.]
  
 3.) PARKING STALL PAINTING DETAIL IS REQUIRED IN THE
 PLAN. THE STALL PAINTING DETAIL SHALL BE CONSISTENT
 WITH THE REQUIREMENTS IN ZLDR S.94-485, FIGURE XV-2.
 [5/11/2020 REPEAT COMMENT: THIS COMMENT WAS NOT
 ADDRESSED. ALTHOUGH PARKING STALL DIMENSIONS ARE
 REQUIRED IN THE SITE PLAN, IT IS ALSO REQUIRED THAT A
 STALL PAINTING DETAIL, CONSISTENT WITH THE PAVEMENT
 STRIPING STANDARDS OF THE CITY ARE PROVIDED IN THE
 PLANS TO DEMONSTRATE CONSISTENCY WITH THE ZLDRS.]
  
 4.) PURSUANT TO 94-485(N)(1) OF THE ZLDRS, IF THE TOTAL
 PARKING REQUIREMENT OF ANY USE OR STRUCTURE IS LESS
 THAN 20 SPACES, NO SMALL CAR/COMPACT PARKING SPACES ARE
 PERMITTED. THE SITE PLAN SHOWS THAT THERE ARE 5 COMPACT
 PARKING STALLS FOR THE PROJECT. PER THE LATEST PARKING
 CALCULATIONS, A TOTAL OF 18 PARKING SPACES IS REQUIRED
 (NOT 19 PARKING SPACES AS NOTED IN THE SITE DATA
 TABULAR), WHICH DOES NOT MEET THE MINIMUM REQUIREMENT
 FOR COMPACT SPACES. PLEASE ADDRESS.
  
 5.) THE BICYCLE RACK SHALL BE LOCATED AS NEAR THE
 PRINCIPAL ENTRANCE AS PRACTICABLE. THE PROPOSED
 LOCATION IN THE SITE PLAN DOES NOT MEET THIS STANDARD.
 [ZLDR S.94-485(Q)(2)10.] [5/11/2020 REPEAT COMMENT:
 STAFF BELIEVES THAT THE LOCATION FOR THE PROPOSED
 BICYCLE RACK COULD BE IMPROVED. PLEASE CONSULT WITH
 STAFF FOR IDEAL PLACEMENT.]
  
  
 ARCHITECTURAL COMMENTS:
  
 1.) PER THE APPLICANT'S RESPONSE TO 5/11/2020
 ARCHITECTURAL COMMENT #1, A RENDERED VIEW OF THE
 PROJECT FROM 45TH STREET CAN BE PROVIDED UPON REQUEST.
 STAFF IS REQUESTING THE RENDERING TO DETERMINE IF THE
 5/11/2020 ARCHITECTURAL COMMENT #1 HAS BEEN SATISFIED.
  
 2.) GENERAL AREA FOR WALL SIGNAGE DETECTED IN THE
 BUILDING ELEVATIONS FOR THE PROPOSED PROJECT. PLEASE
 PROVIDE THE FOLLOWING NOTE IN THE ARCHITECTURAL
 BUILDING ELEVATIONS PAGE: ALL WALL SIGNAGE SHALL COMPLY
 WITH ARTICLE XIII, SIGN REGULATIONS, OF THE CITY'S
 ZONING AND LAND DEVELOPMENT REGULATIONS.
  
  
 SITE PHOTOMETRICS/LIGHTING:
  
 1.) THE FOLLOWING NOTE SHALL BE PROVIDED IN THE
 PHOTOMETRIC PLAN: ALL OUTDOOR LIGHTING SHALL BE
 SHIELDED TO REDUCE GLARE AND SHALL BE ARRANGED TO
 REFLECT LIGHT OR GLARE AWAY FROM PUBLIC THOROUGHFARES,
 IN ACCORDANCE WITH SEC. 94-309(A) OF THE ZONING AND
 LAND DEVELOPMENT REGULATIONS. [5/11/2020 REPEAT
 COMMENT: NOTE IS STILL MISSING FROM THE PHOTOMETRIC
 PLAN. PLEASE ADDRESS.]
  
  
 SIGNAGE COMMENTS:
  
 1.) THE PROPOSED FREESTANDING SIGN CANNOT BE PLACED
 WITHIN THE 10 FT. WIDE UTILITY EASEMENT ALONG THE FRONT
 PROPERTY LINE, UNLESS EASEMENT RELEASE(S) ARE PROVIDED
 FROM THE HOLDER(S) OF THE EASEMENT.
  
 2.) DETAILS ON THE HEIGHT AND THE SIGN AREA OF THE
 PROPOSED FREESTANDING SIGN SHALL BE PROVIDED AT THIS
 TIME. PLEASE NOTE THAT HEIGHT AND SIGN AREA
 REQUIREMENTS IN THE INDUSTRIAL (I) ZONING DISTRICT ARE
 PROVIDED IN S.94-408(E) OF THE ZLDRS.
  
 3.) NO SETBACK DISTANCES HAVE BEEN PROVIDED FROM
 PROPOSED FREESTANDING SIGN TO THE PROPERTY LINES.
 PLEASE PROVIDE. ALL SETBACK DISTANCES SHALL BE
 CONSISTENT WITH THE REQUIREMENTS IN S.94-408(E) OF THE
 ZLDRS.
  
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF 5
 PAPER COPIES, ONE REDUCED COPY IN 11 INCHES X 17
 INCHES, AND AN ELECTRONIC COPY OF ALL PLANS.
  
 * PLEASE NOTE THAT CHANGES ON THE RESUBMITTED PLANS MAY
 RESULT IN ADDITIONAL COMMENTS.
  
 * 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 ($200).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE ANY
 QUESTIONS.
  
  
 CONDITIONS:
  
 1.) ALL PUBLIC UTILITIES SERVICE CONNECTIONS, INCLUDING
 TELEPHONE CABLE AND ELECTRIC DISTRIBUTION SERVICE,
 SHALL BE INSTALLED UNDERGROUND. [ZLDR S.94-172(G)]
Review Stop Z ZONING
Rev No 1 Status F Date 05-11-2020 Cont ID  
Sent By llouie Date 05-11-2020 Time   Rev Time  
Received By llouie Date 05-11-2020 Time   Sent To  
Notes
2020-05-11 13:33:49GENERAL COMMENTS:
  
 1.) PROVIDE A LETTER FROM THE PALM BEACH COUNTY
 DEPARTMENT OF ENGINEERING AND PUBLIC WORKS - TRAFFIC
 DIVISION, STATING THAT THE PROPOSED PROJECT MEETS THE
 TRAFFIC PERFORMANCE STANDARDS (TPS) OF THE COUNTY.
  
 2.) PROVIDE WRITTEN CONFIRMATION THAT THE PUBLIC
 UTILITIES DEPARTMENT HAS REVIEWED THE PROPOSAL FOR
 WATER, SEWAGE TREATMENT, STORM DRAINAGE AND GARBAGE
 COLLECTION SERVICES.
  
 3.) LETTERS FROM AT&T AND COMCAST, CONFIRMING THAT THE
 PROPOSED PROJECT DOES NOT ENCROACH INTO THEIR EASEMENTS
 OR OTHERWISE INTERFERE WITH THE PROVISION OF THEIR
 SERVICES IS REQUIRED.
  
 4.) STAFF DOES NOT AGREE THAT ALL THE SITE DESIGN
 QUALITATIVE DEVELOPMENT STANDARDS HAVE BEEN MET,
 PURSUANT TO SEC. 94-35(C) OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS (ZLDRS); SPECIFICALLY, SEC.
 94-35(C)(3), SCREENING AND BUFFERING, AS STAFF BELIEVES
 THAT CERTAIN SITE ELEMENTS, SUCH AS THE LOCATION OF THE
 PROPOSED LOADING ZONE AND REFUSE AND RECYCLING STAGING
 AREA IS MORE APPROPRIATE AT THE REAR OF THE BUILDING TO
 PROVIDE FOR BETTER SCREENING (AS RECOMMENDED BY STAFF
 IN THE PRE-APPLICATION MEETING). THE CURRENT SITE
 DESIGN DOES NOT PROVIDE ANY SCREENING FOR THE LOADING
 AND STAGING AREA. ADDITIONALLY, PURSUANT TO ZLDR
 S.94-315, THE OUTDOOR STAGING AREA IS NOT PERMITTED
 UNLESS APPROPRIATE SCREENING IS PROVIDED.
  
 5.) THE INGRESS/EGRESS POINT HAS BEEN MODIFIED IN THE
 PLAN. AS A RESULT, A PREDETERMINATION LETTER FROM PALM
 BEACH COUNTY IS REQUIRED PRIOR TO FINAL SITE PLAN
 APPROVAL.
  
 6.) ALL PUBLIC UTILITIES SERVICE CONNECTIONS, INCLUDING
 TELEPHONE CABLE AND ELECTRIC DISTRIBUTION SERVICE,
 SHALL BE INSTALLED UNDERGROUND ON ALL SITES LARGER THAN
 30,000 SQ. FT. [ZLDR S.94-172(G)]
  
 7.) IT SHOULD BE NOTED THAT THE PARCEL IMMEDIATELY
 SOUTH OF THE SUBJECT PROPERTY IS A LAND LOCKED PARCEL.
 THE PARCELS IN THE IMMEDIATE VICINITY WAS NOT
 SUBDIVIDED IN THIS MANNER (REFERENCE: RESOLUTION NO.
 239-18/PB 1771). A RESOLUTION FOR THE LAND LOCKED
 PARCEL MUST BE RESOLVED.
  
  
 SITE DESIGN COMMENTS:
  
 1.) AS DISCUSSED IN THE PREAPPLICATION MEETING, IT WAS
 RECOMMENDED THAT THE BUILDING FOOTPRINT BE PLACED
 CLOSED TO 45TH STREET TO PROVIDE FOR A STRONGER STREET
 PRESENCE. IT IS STILL HIGHLY RECOMMENDED THAT THE SITE
 BE REDESIGNED TO ACCOMMODATE THIS.
  
 2.) IT IS NOT CLEAR WHY AN EXFILTRATION TRENCH WAS NOT
 CONSIDERED IN THE CURRENT SITE DESIGN. AN EXFILTRATION
 TRENCH WOULD ALLOW THE BUILDING TO BE PLACED CLOSER TO
 THE STREET AND PROVIDE FOR IMPROVED INTERNAL SITE
 CIRCULATION AND SCREENING OF PARKING AND LOADING.
  
  
 SITE PLAN COMMENTS:
  
 1.) NOT ALL REQUIRED INFORMATION IN THE SITE PLAN
 CHECKLIST (SEE PAGE 15 OF THE 2020 DEVELOPMENT
 APPLICATION) HAS BEEN PROVIDED IN THE PLAN. SOME OF THE
 MISSING DETAILS INCLUDE: THE DATA TABLE, STANDARD CITY
 DETAILS OF PARKING, ETC.
  
 2.) NOTED SCALE IN THE SITE PLAN IS NOT THE CORRECT
 SCALE (MEASUREMENTS DO NOT ADD UP). PLEASE CORRECT.
  
 3.) ALL BUILDING SETBACKS SHALL BE ILLUSTRATED IN THE
 SITE PLAN. PLEASE ADDRESS FOR COMPLIANCE WITH THE
 ZLDRS.
  
 4.) SHOW LOCATION OF ALL PROPOSED MECHANICAL EQUIPMENT.
 MECHANICAL EQUIPMENT MAY NOT PROJECT MORE THAN 4 FT.
 INTO A REQUIRED SETBACK; ROOFTOP EQUIPMENT SHALL BE
 SCREENED FROM PUBLIC VIEW BY A PARAPET. [ZLDR
 S.94-305(B)(4)]
  
 5.) THE EXISTING DRIVEWAY HAS BEEN MODIFIED. PLEASE
 NOTE THAT ANY MODIFIED DRIVEWAY SHALL MEET THE MINIMUM
 STANDARDS OF THE ZLDRS, AND THEREFORE, THE
 INGRESS/EGRESS POINT SHALL NOT EXCEED 24 FT. IN WIDTH.
  
 6.) WHEEL STOPS SHALL NOT BE PROVIDED IN THE PROJECT IF
 THERE IS A 2 FT. CURB OVERHANG FOR VEHICLES.
 ADDITIONALLY, PARKING STALL DEPTH CAN BE REDUCED TO 16
 FT. WHEREVER THERE IS A 2 FT. CURB OVERHANG.
  
 7.) PARKING STALL PAINTING DETAIL IS REQUIRED IN THE
 PLAN. THE STALL PAINTING DETAIL SHALL BE CONSISTENT
 WITH THE REQUIREMENTS IN ZLDR S.94-485, FIGURE XV-2.
  
 8.) COMPACT PARKING STALLS SHALL NOT BE CONCENTRATED IN
 ONE AREA OF THE PARKING LOT AND SHALL BE DISPERSED
 EQUALLY THROUGHOUT THE PARKING LOT. [ZLDR
 S.94-485(N)(1)]
  
 9.) THE BICYCLE RACK SHALL BE LOCATED AS NEAR THE
 PRINCIPAL ENTRANCE AS PRACTICABLE. THE PROPOSED
 LOCATION IN THE SITE PLAN DOES NOT MEET THIS STANDARD.
 [ZLDR S.94-485(Q)(2)10.]
  
 10.) PROVIDE A DETAIL OF THE BICYCLE RACK. THE RACK
 DETAIL SHALL BE CONSISTENT WITH THE DESIGN STANDARDS OF
 THE CITY'S BICYCLE PARKING GUIDELINES. PLEASE NOTE THAT
 STAFF CAN PROVIDE A COPY OF THE BICYCLE PARKING
 GUIDELINES UPON REQUEST.
  
  
 ARCHITECTURAL COMMENTS:
  
 1.) IT IS HIGHLY ENCOURAGED THAT THE BUILDING FACADES
 ARE IMPROVED WITH ADDITIONAL ARCHITECTURAL
 FEATURES/FENESTRATION.
  
  
 SITE PHOTOMETRICS/LIGHTING:
  
 1.) A PHOTOMETRIC PLAN IS MISSING FROM THE APPLICATION
 SUBMITTAL. PLEASE PROVIDE FOR STAFF REVIEW.
  
 2.) THE FOLLOWING NOTE SHALL BE PROVIDED IN THE
 PHOTOMETRIC PLAN: ALL OUTDOOR LIGHTING SHALL BE
 SHIELDED TO REDUCE GLARE AND SHALL BE ARRANGED TO
 REFLECT FLIGHT OR GLARE AWAY FROM PUBLIC THOROUGHFARES,
 IN ACCORDANCE WITH SEC. 94-309(A) OF THE ZONING AND
 LAND DEVELOPMENT REGULATIONS.
  
  
 SIGNAGE:
  
 1.) PROVIDE INFORMATION ON PROJECT SIGNAGE. PLEASE NOTE
 THAT SETBACK DIMENSIONS, CONSISTENT WITH ARTICLE XIII,
 SIGN REGULATIONS, SHALL BE PROVIDED IN THE PLANS IF
 FREESTANDING SIGNAGE IS PROPOSED FOR THE SITE.
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF SIX
 (6) 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 CHANGES ON THE RESUBMITTED PLANS MAY
 RESULT IN ADDITIONAL COMMENTS.
  
 * 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 OF THE ORIGINAL APPLICATION FEE.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE ANY
 QUESTIONS.
  
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