Plan Review Details - Project Z23050026
Plan Review Stops For Project Z23050026
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 06-07-2023 Cont ID  
Sent By swelter Date 06-07-2023 Time 16:10 Rev Time 0.00
Received By jbjoseph Date 07-26-2023 Time 09:34 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 06-07-2023 Cont ID  
Sent By asangele Date 06-07-2023 Time 16:20 Rev Time 0.00
Received By rbrown Date 06-07-2023 Time 16:20 Sent To  
Notes
2023-06-07 16:23:16DEVELOPMENT 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. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, BACKFLOW PREVENTERS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 5. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES. THE CONTRACTOR SHALL SUBMIT A
 CONSTRUCTION PARKING PLAN TO THE ENGINEERING SERVICES
 DEPARTMENT.
  
 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. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 07-12-2023 Cont ID  
Sent By lquinone Date 07-12-2023 Time 17:43 Rev Time 0.00
Received By lquinone Date 07-12-2023 Time 17:43 Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By lquinone Date 06-08-2023 Time 11:53 Rev Time 0.00
Received By lquinone Date 06-08-2023 Time 11:53 Sent To  
Notes
2023-06-08 11:53:49Z#23050026 ??? COMMENTS ??? 1ST REVIEW
  
 COMMENTS FROM LINDA M. QUINONES- CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES AT 561-494-1085
 [email protected]
 GENERAL:
 O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 O THE CITY OF WEST PALM BEACH HAS A NUMBER OF
 REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY
 AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND
 WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK
 BELOW:
 A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP
 B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL
 L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97
 B1960045731D3658206F27451722716EF
 B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
 C. ALSO SEE: CODE OF ORDINANCES, CITY OF WEST PALM
 BEACH, FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08,
 ADOPTED SEPT. 22, 2008. (SUPPLEMENT NO. 18)
 CHAPTER 90 UTILITIES, ARTICLE I. IN GENERAL,
 SEC. 90-7. POLICY REGARDING EXTENSION OF WATER OR SEWER
 SERVICE FACILITIES OF THE CITY.
 THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE
 CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY
 BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS,
 BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION.
 O AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, REFER TO THE LINK BELOW:
 A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU
 BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL
 O PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS
 DATA.
  
 BACKFLOW ASSEMBLY AND METERS:
 O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER
 SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING
 TO THEM.
 O 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.
  
 WATER/WASTEWATER PLAN:
 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 INCLUDING PIPE SIZE AND MATERIAL LOCATED IN
 THE RIGHT-OF-WAY.
 O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
 DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. PLEASE
 INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND
 MATERIAL LOCATED IN THE RIGHT-OF-WAY.
 O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING
 AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE,
 MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS
 SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008
 FOR WATER.
 O PROVIDE FIRE FLOW TEST DATA.
 O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE
 (CONDITION OF SITE PLAN APPROVAL).
 O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL
 BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY
 PROPOSED LENGTH IN FEET.
 O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE
 JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET.
 O ADD NOTE TO PLANS SPECIFYING CITY???S DOWNSTREAM LIFT
 STATION NUMBER.
 O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE.
 O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE
 TRAPS (IF ANY).
 O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN
 OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER.
  
 FORMAL ENGINEERING REVIEW:
 O FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND NPDES
 NOI REQUIREMENTS WILL BE ENFORCED.
 - AN NOI IS REQUIRED FOR PROJECTS THAT:
 - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS
 THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF
 DEVELOPMENT OR SALE;
 - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE
 STATE OR TO SURFACE WATERS OF THE STATE THROUGH A
 MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
 - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF
 CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION
 THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL
 SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT
 OF THE 10-2 CERTIFICATION.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF
 WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 O FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING
 APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT
 SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING
 SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED
 LEAD-FREE DESIGN.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE
 BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES.
 O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE
 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
 PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER
 CITY OF WPB STANDARD DETAIL GC-8.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
 QUESTIONS AND COORDINATION CONTACTS:
 O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH
 CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF
 BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT
 561-822-2262 OR [email protected]
 O MIKE TECHNOW, PROJECT ENGINEER, PUBLIC UTILITIES
 DEPARTMENT AT 561-494-1047 OR [email protected]
 O TRACY WARD, SR. STORMWATER ENGINEER, ENGINEERING
 SERVICES DEPT. AT 561-494-1120 OR [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 08-07-2023 Cont ID  
Sent By pleduc Date 08-07-2023 Time   Rev Time 0.00
Received By pleduc Date 08-07-2023 Time 10:47 Sent To  
Notes
2023-08-07 10:47:45FIRE 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 06-01-2023 Cont ID  
Sent By pleduc Date 06-01-2023 Time   Rev Time 0.00
Received By pleduc Date 06-01-2023 Time 11:35 Sent To  
Notes
2023-06-01 11:42:42THE 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, IF APPLICABLE, NEW FIRE HYDRANTS
 PLANNED FOR THIS DEVELOPMENT SHALL BE CLEARLY INDICATED
 AND IDENTIFIED ON THE PLAN AND CLOSELY COORDINATED WITH
 THE BUREAU OF FIRE PREVENTION.
  
 THE LOCATION OF THE EXISTING FIRE HYDRANT INDICATED ON
 SHET C 06 IS ACCEPTABLE.
  
 9. IF APPLICABLE, 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.
  
 10. COMPLETE LIFE SAFETY PLANS FOR THE OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, EXIT SEPARATION DISTANCES, COMMON PATHS OF
 TRAVEL, DEAD-END CORRIDORS, EXIT SIGNS, EMERGENCY
 LIGHTING, EXITS LEADING TO A PUBLIC WAY, FIRE
 EXTINGUISHER LOCATIONS, AND ALL FIRE SAFETY FEATURES
 AND EQUIPMENT.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT SYSTEMS.
  
 NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY
 RADIO ENHANCEMENT SERVICES.
 11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM
 RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT
 COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL
 DETERMINED BY THE AHJ.
  
 IF APPLICABLE AFTER FIRE DEPARTMENT PORTABLE RADIO
 TESTING AND IS FOUND NOT ACCEPTABLE,A BDA SYSTEM MAY BE
 REQUIRED.
  
 CONTACT WILL NEED TO BE MADE TO, KEN DECKER, PALM BEACH
 COUNTY PUBLIC SAFETY RADIO SYSTEMS MANAGER,
 [email protected], 561-233-0837; FOR FURTHER TESTING
 AS OUR RADIOS OPERATE ON THEIR SYSTEM FOR DETAILED
 RADIO FREQUENCY AND INSTALLATION INSTRUCTIONS.
  
 13. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 14. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By relizond Date 06-08-2023 Time 08:15 Rev Time 0.00
Received By relizond Date 06-08-2023 Time 08:09 Sent To  
Notes
2023-06-08 08:14:35-EXISTING WATER AND SEWER SERVICES CURRENTLY SERVING
 THE PROPERTY, IF NOT USED, NEED TO BE CUT AND CAP AT
 THE MAIN. REMOVE AS REQUIRED IF LARGER THAN 2" IN
 DIAMETER AND/OR REQUIRED BY THE RIGHT-OF-WAY'S
 GOVERNING AGENCY.
 -TELEVISE EXISTING SANITARY SEWER MAINS FRONTING THE
 PROPERTY ON BELVEDER AND PARKER. PROVIDE CCTV VIDEO AND
 REPORTS.
 -EXISTING DRY UTILITIES NOT SHIOWN,. PLEASE SHOW
 EXISTING POWER POLES, OVERHEAD WIRES, TRAFFIC LOOPS,
 ETC.
 -EXISTING VALVES/VALVE BOXES NEED TO BE SHOWN LEGIBLY
 ON PLAND. (AS WELL AS MANHOLES, METER BOXES, ETC.)
  
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status P Date 06-05-2023 Cont ID  
Sent By mhurley Date 06-05-2023 Time 08:43 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-06-05 08:43:14UPDATE E21020011 WITH ANY CHANGES APPROVED FROM PPRC
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 07-26-2023 Cont ID  
Sent By jbjoseph Date 07-26-2023 Time 09:34 Rev Time 0.00
Received By jbjoseph Date 07-26-2023 Time 09:35 Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 06-06-2023 Cont ID  
Sent By jbjoseph Date 06-06-2023 Time 15:39 Rev Time  
Received By jbjoseph Date   Time   Sent To  
Notes
2023-06-06 15:44:14PLEASE PROVIDE THE FOLLOWING:
  
 1. PLEASE SHOW LOCATION OF DUMPSTER ENCLOSURE
 2. 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
 3. PLEASE 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]
 561-494-1141
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 06-01-2023 Cont ID  
Sent By tward Date 06-01-2023 Time 19:16 Rev Time 0.00
Received By tward Date 06-01-2023 Time 19:18 Sent To  
Notes
2023-06-01 19:17:26THIS 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. BELVEDERE ROAD IS MAINTAINED BY PALM BEACH COUNTY.
 ANY WORK WITHIN THE RIGHT OF WAY WILL REQUIRE APPROVAL
 AND A PERMIT FROM THE COUNTY.
  
 2. LABEL THE PROPOSED R/W LINE ON ALL PLAN VIEWS.
  
 3. SHEET C-04
 A. DETAIL 4 ACCESSIBLE PARKING SPACE ADA COMPLIANT:
 SEPARATION OF WHITE AND BLUE PARALLEL STIPES SHOULD
 MATCH THE 12 INCHES SHOWN ON SHEET C-03 AS WELL AS THE
 4-INCH STRIPE CONNECTING THE ENDS OF THE PARALLEL
 STRIPES.
  
 4. SHEET C-05 DEMOLITION PLAN
 A. SHOW THE LIMITS OF THE SIDEWALK AND CURB REMOVAL
 ALONG BELVEDERE ROAD INCLUDING AT THE CORNER CURB RAMP.
 PBC TIME EXTENSION LETTER FOR PERMIT RW57085-0422
 MENTIONS INSTALLING NEW SIDEWALK ALONG THE PROJECT
 FRONTAGE (APPROX. 225 FEET).
 B. SHOW THE LIMITS OF THE REMOVAL OF THE TRAFFIC
 SEPARATOR ALONG THE NORTH CURB OF BELVEDERE ROAD.
  
 5. SHEET C-06
 A. THE DRIVEWAY APRON WITHIN THE RIGHT OF WAY SHOULD BE
 CONCRETE INSTEAD OF ASPHALT.
 B. CAN THE MOUNTABLE ISLAND WITHIN THE DRIVEWAY APRON
 BE NARROWED TO PROVIDE A WIDER SIDEWALK BEHIND IT?
 C. SUGGEST MOVING STRUCTURE NO. 2 SO THAT THE MANHOLE
 COVER IS NOT WITHIN THE WHEEL PATH AND/OR SO THAT THE
 ENTRANCE OR EXIT IS NOT BLOCKED WHEN THE MANHOLE IS
 OPENED FOR MAINTENANCE.
 D. SHOW CONCRETE SIDEWALK FOR THE FULL R/W WIDTH WEST
 OF THE DRIVEWAY.
 E. REMOVE THE CURB LINES ACROSS THE SIDEWALK AT THE
 DRIVEWAY APRON.
 F. STRUCTURE NO. 3 NEEDS TO BE COMPLETELY OUT OF THE
 PROPOSED R/W.
 G. ADJUST SPOT GRADE LEADERS SO THAT THEY LAND ON THE
 PAVEMENT INSTEAD OF ON TOP OF THE CURB.
 H. SHOW EXISTING TYPE F CURB AND GUTTER ON SECTION B-B.
 I. SHOW EXISTING TYPE F CURB AND GUTTER AND PROPOSED
 DROP CURB ON SECTION C-C.
 J. CALLOUT CONNECTION TO EXISTING CURB INLET ON PARKER
 AVE, THE PROPOSED INVERT ELEVATION, THE EXISTING BOTTOM
 ELEVATION AND WHETHER THE STRUCTURE WILL NEED TO BE
 MODIFIED TO INSTALL THE PROPOSED 15-NCH RCP.
 K. SHOULD CURBS ON THE EAST AND WEST SIDES OF THE
 DRIVEWAY TO THE ALLEY EXTEND TO THE WALLS?
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. MODIFY THE SFWMD ERP PERMIT (IF NEEDED) AND PROVIDE
 A COPY OF THE SFWMD ERP BEFORE START OF CONSTRUCTION.
  
 2. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE
 ENGINEERING PERMIT SUBMITTAL.
  
 3. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA. STORMWATER MANAGEMENT CALCULATIONS WILL BE
 REVIEWED WITH THE ENGINEERING PERMIT SUBMITTAL.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By vnoel Date 06-08-2023 Time 09:29 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2023-06-08 09:35:331. IS THE CORNER CUT BEING DEEDED TO THE COUNTY? IF SO,
 PLEASE LABEL AS SUCH AND PROVIDE STATUS.
 2. PORTION OF THE EXISTING ALLEY WITHIN PROPERTY MAY
 NEED TO BE DEEDED/DEDICATED TO THE CITY. WILL CHECK
 WITH PUBLIC WORKS.
 3. SURVEY NOT PROVIDED AS SHOWN ON THE ENGINEERING
 PLANS.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 07-27-2023 Cont ID  
Sent By   Date 07-27-2023 Time   Rev Time 0.00
Received By   Date 07-27-2023 Time   Sent To  
Notes
2023-07-27 21:35:561) SATISFIED. SHOWCASE LOADING ZONE DIMENSIONS AND
 VERIFY THAT IT FULFILLS CODE REQUIREMENT. DIMENSIONS
 ARE NOT SHOWN IN C.03. PLEASE NOTE: THE FACT THAT THE
 PROJECT WAS PREVIOUSLY APPROVED, DOES NOT PRECLUDE A
 REVIEWER TO REQUEST CORRECTIONS OR CLARIFICATIONS FOR
 AN ITEM THAT MAY HAVE BEEN OVERLOOKED
 2) SATISFIED. GIVEN THE INCREASE IN VEHICULAR TRAFFIC,
 THE ALLEY MUST BE DESIGNATED ONE-WAY; SPECIFICALLY IN
 THE EASTBOUND DIRECTION, SO TO ALLOW RIGHT-TURN FULL
 CIRCULATION OF THE BLOCK. PROVIDE AN UPDATED SITE PLAN
 SHOWCASING THE FULL EXTENT OF THE ALLEY FROM PARKER TO
 LAKE AVE, AND THE CORRESPONDING SIGNAGE AND PAVEMENT
 MARKINGS, ACCORDINGLY
 3) SATISFIED. PROVIDE ALL DIMENSIONS FOR EACH PARKING
 STALL ALONG THE CURVED SECTION
 4) PARTIALLY SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR
 GARBAGE TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND
 OUT OF THE PROPOSED DEVELOPMENT AND/OR LOADING ZONE
 MANEUVERING, WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL
 PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT COLORS.
 PLEASE SHOWCASE A SERVICE/DELIVERY VEHICLE ENTERING THE
 FACILITY, MANEUVERING IN & OUT OF THE LOADING ZONE, AND
 THEN EXITING. PLEASE PROVIDE DETAILS OF THE
 CONTAINERS??? ROLLOUT OPERATION (I.E. ROUTE AND
 DROP-OFF LOCATION)
 5) TO BE SATISFIED PRIOR TO CO. PROVIDE PALM TRAN
 AGREEMENT/APPROVAL PERTAINING TO THE FUTURE BUS STOP
 LOCATION AND CONFIGURATION. PLEASE PROVIDE BUS STOP
 DRAFT/PROPOSED DESIGN. THIS COMMENT WAS A CONDITION OF
 APPROVAL FROM A PREVIOUS REVIEW (Z20030026). IT IS
 STRONGLY RECOMMENDED TO INITIATE CONVERSATION WITH PALM
 TRAN SO TO TIMELY IDENTIFY LOCATION AND DESIGN OF THE
 BUS SHELTER, AND AVOID DELAYING CO ISSUANCE
 6) NOT SATISFIED. PROVIDE A CONSTRUCTION MANAGEMENT
 PLAN. PLEASE REFER TO CITY CODE 86-246 FOR DETAILS.
 PLEASE PROVIDE A SPECIFIC DOCUMENT ACCORDING TO CODE
 REQUIREMENTS (I.E. CONSTRUCTION MANAGEMENT SITE PLAN,
 WRITTEN STATEMENT DETAILING OF HOW AND WHERE
 CONSTRUCTION WORKERS WILL PARK). IN THE DOCUMENT, IT IS
 RECOMMENDED TO IDENTIFY AND ILLUSTRATE
 ALTERNATIVE/OPTIONAL PARKING LOCATIONS IN CASE OF
 VEHICLE OVERFLOW AND/OR CONSTRAINTS DUING VARIOUS
 CONSTRUCTION PHASES
 7) NOT SATISFIED. PROVIDE COUNTY LETTER OR PROOF OF
 APPROVAL OF THE BELVEDERE DRIVEWAY. ACCESS MANAGEMENT
 STANDARDS REQUIRE A MINIMUM OF 30-FEET LONG THROAT
 DISTANCE, CURRENT PROPOSED IS 25-FEET. THIS COMMENT WAS
 A CONDITION OF APPROVAL FROM A PREVIOUS REVIEW
 (Z20030026). THE PROVIDED COUNTY ROW PERMIT IS NOT
 PERTINENT.
 8) SATISFIED. INSTALL RIGHT-TURN ONLY PAVEMENT MARKINGS
 AT THE BELVEDERE AND ALLEY DRIVEWAY EXIT LANES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By   Date 06-08-2023 Time   Rev Time  
Received By   Date 06-08-2023 Time   Sent To  
Notes
2023-06-08 12:02:56 
 1) SHOWCASE LOADING ZONE DIMENSIONS AND VERIFY THAT IT
 FULFILLS CODE REQUIREMENT
 2) GIVEN THE INCREASE IN VEHICULAR TRAFFIC, THE ALLEY
 MUST BE DESIGNATED ONE-WAY; SPECIFICALLY IN THE
 EASTBOUND DIRECTION, SO TO ALLOW RIGHT-TURN FULL
 CIRCULATION OF THE BLOCK. PROVIDE AN UPDATED SITE PLAN
 SHOWCASING THE FULL EXTENT OF THE ALLEY FROM PARKER TO
 LAKE AVE, AND THE CORRESPONDING SIGNAGE AND PAVEMENT
 MARKINGS, ACCORDINGLY
 3) PROVIDE ALL DIMENSIONS FOR EACH PARKING STALL ALONG
 THE CURVED SECTION
 4) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT AND/OR LOADING ZONE MANEUVERING, WITH
 VEHICLE DYNAMIC ENVELOPES AND WHEEL PATHS CLEARLY
 DISTINCT AND DEFINED IN DIFFERENT COLORS
 5) PROVIDE PALM TRAN AGREEMENT/APPROVAL PERTAINING TO
 THE FUTURE BUS STOP LOCATION AND CONFIGURATION. PLEASE
 PROVIDE BUS STOP DRAFT/PROPOSED DESIGN
 6) PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE REFER
 TO CITY CODE 86-246 FOR DETAILS
 7) PROVIDE COUNTY LETTER OR PROOF OF APPROVAL OF THE
 BELVEDERE DRIVEWAY. ACCESS MANAGEMENT STANDARDS REQUIRE
 A MINIMUM OF 30-FEET LONG THROAT DISTANCE, CURRENT
 PROPOSED ONE IS 25-FEET
 8) INSTALL RIGHT-TURN ONLY PAVEMENT MARKINGS AT THE
 BELVEDERE AND ALLEY DRIVEWAY EXIT LANES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 07-13-2023 Cont ID  
Sent By asangele Date 07-13-2023 Time 15:23 Rev Time 0.00
Received By asangele Date 07-13-2023 Time 15:22 Sent To  
Notes
2023-07-13 15:28:58CASE NO: ISPR 20-14A
 CASE NAME: SANCTUARY MEDICINAL
 ADDRESS: 835 BELVEDERE ROAD
  
 ALL ZONING COMMNETS SATISFIED
  
  
 COMMENT SATISFIED
 1. PLEASE DIMENSION ALL THE PARKING SPACES SINCE YOU
 ARE PROPOSING ARCHED PARKING SPACES.
  
 COMMENT SATISFIED
 2. BOTH LANDSCAPE ISLANDS ARE SHORTER THAN THE PARKING
 SPACES PLEASE EXTEND THE LANDSCAPE ISLAND TO MATCH WITH
 THE PARKING SPACES.
  
 COMMENT SATISFIED
 3. PLEASE PROVIDE A COUNTY TRAFFIC LETTER THAT APPROVES
 THE BELVEDERE DRIVEWAY CONFIGURATION/ LOCATION.
  
  
  
  
 - WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF THREE
 (3) PAPER COPIES AND AN ELECTRONIC COPY IN .PNG/.PDF
 FORMAT OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
 RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
 TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 - PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
 RECEIVED A RESPONSE TO THE PPRC COMMENTS/REVIEW
 COMMENTS WITHIN 60 DAYS FROM THE DATE OF THE PPRC
 MEETING/COMMENT ISSUANCE BY AUGUST 7,2023, THE PLANNING
 DIVISION MAY NOTIFY THE APPLICANT THAT THE CASE IS
 CONSIDERED WITHDRAWN. ANY FURTHER ACTION SHALL REQUIRE
 A NEW DEVELOPMENT APPLICATION.
  
 - PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE ($60).
  
  
  
  
  
  
  
 ALEXIS SANGELEER
 PLANNER
 [email protected]
 561-822-1443
  
Review Stop Z ZONING
Rev No 1 Status F Date 05-25-2023 Cont ID  
Sent By asangele Date 05-25-2023 Time 10:50 Rev Time 0.00
Received By asangele Date 05-25-2023 Time 10:49 Sent To  
Notes
2023-05-25 11:02:43FAILED
 5/25/2023
  
 CASE NO: ISPR 20-14A
 CASE NAME: SANCTUARY MEDICINAL
 ADDRESS: 835 BELVEDERE ROAD
  
 SITE PLAN
  
 1. PLEASE DIMENSION ALL THE PARKING SPACES SINCE YOU
 ARE PROPOSING ARCHED PARKING SPACES.
  
 2. BOTH LANDSCAPE ISLANDS ARE SHORTER THAN THE PARKING
 SPACES PLEASE EXTEND THE LANDSCAPE ISLAND TO MATCH WITH
 THE PARKING SPACES.
  
 3. PLEASE PROVIDE A COUNTY TRAFFIC LETTER THAT APPROVES
 THE BELVEDERE DRIVEWAY CONFIGURATION/ LOCATION.
  
  
  
  
 - WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF THREE
 (3) PAPER COPIES AND AN ELECTRONIC COPY IN .PNG/.PDF
 FORMAT OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
 RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
 TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 - PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
 RECEIVED A RESPONSE TO THE PPRC COMMENTS/REVIEW
 COMMENTS WITHIN 60 DAYS FROM THE DATE OF THE PPRC
 MEETING/COMMENT ISSUANCE BY AUGUST 7,2023, THE PLANNING
 DIVISION MAY NOTIFY THE APPLICANT THAT THE CASE IS
 CONSIDERED WITHDRAWN. ANY FURTHER ACTION SHALL REQUIRE
 A NEW DEVELOPMENT APPLICATION.
  
 - PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE ($60).
  
  
  
  
  
  
  
 ALEXIS SANGELEER
 PLANNER
 [email protected]
 561-822-1443
  
  
  
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