Plan Review Details - Project Z23030023
Plan Review Stops For Project Z23030023
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By swelter Date 05-11-2023 Time 09:42 Rev Time 0.00
Received By swelter Date 05-11-2023 Time 09:44 Sent To  
Notes
2023-05-11 09:44:26PROJECT IS SUBJECT TO PUBLIC ART REQUIREMENT PER
 SECTION 78-133.
 CONTACT SYBILLE TO REVIEW PROCESS. [email protected] OR
 X1521
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By asangele Date 05-10-2023 Time 14:09 Rev Time 0.00
Received By rbrown Date 05-10-2023 Time 19:25 Sent To  
Notes
2023-05-10 19:34:31DEVELOPMENT 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. FLOOD ZONE. DEPENDING ON THE EXACT LOCATION OF THE
 PROPOSED BUILDING ON THE SITE THE ADOPTED FLOOD
 INSURANCE RATE MAPS (FIRMS), SHOW THE BUILDING
 FOOTPRINT TO BE IN, OR VERY CLOSE TO FLOOD ZONE AE,
 WITH A BASE FLOOD ELEVATION OF 12.1 FT NAVD. IF THE
 BUUILDING FOOTPRINT IS IN THE FLOOD ZONE, THE FIRST
 FLOOR OF THE BUILDING AND ALL ASSOCIATED MECHANICAL
 EQUIPMENT (CHILLERS, GENERATORS ETC.) SHALL BE 24
 INCHES (FREEBOARD) ABOVE THE BASE FLOOD ELEVATION.
  
 4. LOCATION OF ACCESSIBLE PARKING SPACES. SITE PLAN,
 SHEET A1.1, SHOWS THE ACCESSIBLE PARKING SPACES LEFT IN
 THE SAME LOCATION AS THEY WERE, CLOSE TO THE COMMUNITY
 CENTER THAT IS TO BE DEMOLISHED. THE ACCESSIBLE PARKING
 SPACES MUST BE MOVED TO BE THE CLOSEST PARKING SPACES
 TO THE ENTRANCE OF THE PROPOSED NEW COMMUNIT CENTER.
 PER SECTION 208.3 OF FLORIDA ACCESSIBILITY CODE,
 ACCESSIBLE PARKING SPACES ARE TO BE LOCATED ON THE
 SHORTEST POSSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING
 TO AN ACCESSIBLE ENTRANCE. THE DESIGN OF ACCESSIBLE
 PARKING SPACES SHALL COMPLY WITH SECTION 502 OF FLORIDA
 ACCESSIBILITY CODE.
  
 5. ELECTRIC VEHICLE CHARGING STATION. IF ELECTRIC
 VEHICLE (EV) CHARGING STATIONS ARE PROVIDED AT LEAST 1
 IN 25 MUST COMPLY WITH ACCESSIBLE PARKING SPACE
 REQUIREMENTS.
  
 6. 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.
  
 7. 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,
 BACKFLOW PREVENTERS, GREASE INTERCEPTORS, SITE
 LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 8. 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.
  
 9. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-01-2023 Cont ID  
Sent By lquinone Date 05-01-2023 Time 10:17 Rev Time 0.00
Received By lquinone Date 05-01-2023 Time 10:16 Sent To  
Notes
2023-05-01 10:17:25Z23030023 ??? 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.
  
 BACKFLOW ASSEMBLY AND METERS:
 O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW
 PREVENTION.
 O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE
 NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA.
  
 WATER/WASTEWATER PLAN:
 O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS.
 O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, INCLUDING STUBS TO EACH
 PROPERTY LINE FOR WATER AND SANITARY SEWERS, THE MAKE
 AND MODEL OF ALL VALVES, POTABLE AND IRRIGATION METERS,
 BACKFLOWS, FIRE HYDRANTS AND FDCS, AND OTHER DEVICES TO
 BE INSTALLED ON THE SYSTEM, CATCH BASINS, CULVERTS,
 DITCHES INCLUDING GRADES, PIPES SIZES, MATERIALS,
 ELEVATIONS, ASSUMPTIONS, CALCULATIONS, INVERT
 ELEVATIONS FOR ALL INLETS AND MANHOLES AND PROFILES OF
 SANITARY SEWER LINES.
 O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR
 SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW.
 O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW FOR ALL
 SANITARY AND STORM SEWERS.
 O 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 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 PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN
 OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER.
  
 FORMAL ENGINEERING REVIEW:
 O FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND NPDES
 NOI REQUIREMENTS WILL BE ENFORCED.
 - AN NOI IS REQUIRED FOR PROJECTS THAT:
 - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS
 THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF
 DEVELOPMENT OR SALE;
 - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE
 STATE OR TO SURFACE WATERS OF THE STATE THROUGH A
 MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
 - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF
 CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION
 THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL
 SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT
 OF THE 10-2 CERTIFICATION.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF
 WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 O FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING
 APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT
 SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING
 SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED
 LEAD-FREE DESIGN.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE
 BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES.
 O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE
 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
 PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER
 CITY OF WPB STANDARD DETAIL GC-8.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
 QUESTIONS AND COORDINATION CONTACTS:
 O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH
 CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF
 BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT
 561-822-2262 OR [email protected]
 O COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER,
 [email protected], 561-494-1047:
 O COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS
 EXAMINER, [email protected] , 561-494-1101:
 O COMMENTS FROM TRACY WARD, SR. STORMWATER ENGINEER,
 ENG. SERVICES DEPT. AT 561-494-1120 OR [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 05-01-2023 Cont ID  
Sent By pleduc Date 05-01-2023 Time   Rev Time 0.00
Received By pleduc Date 05-01-2023 Time 15:29 Sent To  
Notes
2023-05-01 15:37:28THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE DEPARTMENT.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT. THE FOLLOWING COMMENTS ARE INTENDED
 TO PROVIDE GUIDANCE FOR BUILDING PLAN SUBMITTAL.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING(S) SHALL COMPLY
 WITH THE 7TH EDITION OF THE FLORIDA FIRE PREVENTION
 CODE, INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE
 CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE PER THE FLORIDA FIRE PREVENTION CODE.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED, AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
 THE LOCATION OF A FIRE HYDRANT AND FDC SHALL BE WITHIN
 100' OF EACH OTHER AND CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION.
  
 THE PROPOSED FDC LOCATION APPEARS BE WITHIN 100' AND IS
 ACCEPTABLE.
  
 9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER
 THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY
 ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM,
 ENSURE THEY COMPLY WITH THE REQUIREMENTS OF F.A.C. 61G
 AND SUBMITTED WITH THE MASTER PERMIT.
  
 9A. THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE
 LOCATIONS SHALL MEET AND BE INSTALLED PER THE
 REQUIREMENTS OF NFPA 24 AND SHALL BE COORDINATED WITH
 THE OFFICE OF FIRE MARSHAL, THE CITY'S ENGINEERS
 OFFICE, THE LANDSCAPE PLANNER, AND THE CITY'S PLANNING
 AND ZONING OFFICE.
  
 10. COMPLETE LIFE SAFETY PLANS FOR THE OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, EXIT SEPARATION DISTANCES, COMMON PATHS OF
 TRAVEL, DEAD-END CORRIDORS, EXIT SIGNS, EMERGENCY
 LIGHTING, EXITS LEADING TO A PUBLIC WAY, FIRE
 EXTINGUISHER LOCATIONS, AND ALL FIRE SAFETY FEATURES
 AND EQUIPMENT.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. 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 1 Status F Date 06-12-2023 Cont ID  
Sent By asangele Date 06-12-2023 Time 16:20 Rev Time 0.00
Received By asangele Date 06-12-2023 Time 16:20 Sent To  
Notes
2023-06-12 16:30:35FAILED
 6/12/2023
  
  
 PLEASE PROPERLY LABEL THE CATEGORIES THE TREES IN THE
 TABLE
  
  
  
 FOR ANY QUESTIONS OR COMMENTS PLEASE REACH OUT TO SMITH
 AMISIAL LANDSCAPE PLANNER
  
 561-822-1562
 [email protected]
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By relizond Date 05-11-2023 Time 11:53 Rev Time 0.00
Received By relizond Date 05-11-2023 Time 11:53 Sent To  
Notes
2023-05-11 11:49:52-LIST SIZE AND MATERIAL FOR ALL EXISTING AND PROPOSED
 UTILITIES
 -LABEL ALL EXISTING UTILITIES WITH IN THE PROJECT SCOPE
 -DENOTE CITY'S POINT OF SERVICE
 -PROVIDE A PROFILE FOR THE FIRE LINE FROM THE TAP TO
 THE CITY'S POINT OF SERVICE TO ENSURE PROPER CLEARANCES
 FOR UTILITY CONFLICTS
 -INCLUDE TOP/BOP ELEVATIONS FOR ALL UTILITY CONFLICTS
 -PROVIDE PROJECT ADDRESS AS WELL AS ADJACENT PARCELS
 -SHOW ALL UNDERGROUND DRY UTILITIES WITHIN THE PROJECT
 LIMITS
 -TRENCH RESTORATION NEEDED PER CITY DETAIL GC-8
 -DENOTE THE LIFT STATION BOUNDARY THAT THE PROJECT
 FALLS WITHIN
 - ENSURE GATE VALVE INSTALLATION WILL BE OUTSIDE OF
 SIDEWALK OR CURB AREAS
 -PRINT SHEETS SO THAT THEY ARE TO SCALE ON 11X17 PAPER
 - NEEDS TO BE DETERMINED IF EXISTING UTILITIES
 CURRENTLY HAVE DEDICATED UTILITY EASEMENTS
 -CORING INTO EXISTING MANHOLE WILL REQUIRE
 REHABILITATION
 - DENOTE SLOPE % AND DIRECTION FOR SANITARY SEWER
 -WHAT IS TO HAPPEN TO EXISTING SEWER UPON INSTALLATION
 OF THE NEW MANHOLE? (CITY RECORDS DO NOT SHOW AN
 EXISTING LATERAL OFF OF MAIN RUNNING TOWARDS EXISTING
 BUILDING)
 -CITY RECORDS DO NOT SHOW A WATER SERVICE BEING TAPPED
 OFF OF THE EXISTING 6" LINE. VERIFY THE EXISTENCE OF
 THE SERVICE LINE
 -IF EXISTING RUN IS ONLY SERVING HYDRANT, TAP OFF OF
 LINE IS NOT RECOMMENDED AS WATER IS TYPICALLY STAGNANT
 -FIRE HYDRANT CONNECTION MADE VIA ANCHOR TEE PER P-8
 -WHAT IS TO HAPPEN TO THE EXISTING FIRE HYDRANT?
 -USE OF A GATE VALVE AFTER THE 2" DOMESTIC CONNECTION,
 WITH A BALL VALVE FOR SAID CONNECTION, WOULD BE
 PREFERRED AS TO AVOID SERVICE INTERRUPTION DURING
 FUTURE MAINTENANCE/REPAIRS.
 -ON-SITE FDEP PERMIT WILL BE REQUIRED
 -SUBMIT CALCULATIONS TO VALIDATE SIZING OF PROPOSED
 FIRELINE
 -GREASE TRAP LOCATION NEEDS FURTHER EVALUATION ON
 BEHALF OF SANITARY COLLECTIONS DEPARTMENT
  
  
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 05-05-2023 Cont ID  
Sent By mhurley Date 05-05-2023 Time 12:15 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-05-05 12:15:37PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -VERIFY THAT PRIVATE FIRE SYSTEM WILL HAVE NO ADDED
 CHEMICALS OR AUXILIARY WATER SOURCES SUCH AS WELLS.
 -TREE DISPOSITION PLAN CALLS OUT EXISTING WATER METER
 AT WEST SIDE OF EXISTING BUILDING. UPON SITE VISIT,
 COULD NOT FIND WATER METER INSIDE THAT UTILITY BOX.
 PLEASE REVISE LABEL.
 -WATER AND SEWER PLAN LISTED IRRIGATION DEMAND. WILL
 THE PROPOSED 1.5 INCH METER ALSO BE USED FOR
 IRRIGATION?
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By jbjoseph Date 05-10-2023 Time 14:11 Rev Time 0.00
Received By jbjoseph Date 05-10-2023 Time 14:11 Sent To  
Notes
2023-05-10 14:09:09PLEASE PROVIDE THE FOLLOWING:
 1. DUMPSTER ENCLOSURE DETAILS FOR SANITATION SERVICE
 (I.E. SOLID WASTE CONTAINER(S) TYPE, COLLECTION
 LOCATION, ETC.). FOR A FREESTANDING SITE DUMPSTER
 ENCLOSURE. THE ENCLOSURE SHALL COMPLY WITH THE LATEST
 REVISION OF CITY OF WEST PALM BEACH GENERAL
 CONSTRUCTION GARBAGE ENCLOSURE STANDARD. GC-7
 2. 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 05-10-2023 Cont ID  
Sent By tward Date 05-10-2023 Time 13:37 Rev Time 0.00
Received By tward Date 05-10-2023 Time 13:38 Sent To  
Notes
2023-05-10 13:37:46THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. THE CITY'S OFFICIAL VERTICAL DATUM PER CITY CODE IS
 NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF
 THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929
 IS PROVIDED. PROVIDE THE CONVERSION EQUATION ON THE
 SURVEY.
  
 2. UPDATE ALL FDOT STANDARD INDEX NUMBERS TO FDOT
 STANDARD PLAN NUMBERS.
  
 3. GENERAL NOTE #31 REGARDING AUSTRALIAN AVE ON SHEET
 C-03 IS NOT NEEDED.
  
 4. ON THE SWPPP, CONSIDER ADDING FLOATING TURBIDIITY
 BARRIER AROUND THE STORM PIPE DISCHARGING INTO THE STUB
 CANAL.
  
 5. SUGGEST LOCATING YD#2 IN THE LANDSCAPE AREA TO THE
 SOUTH AND SLOPING THE ADJOINNG SIDEWALKS ON NORTH, EAST
 AND SOUTH SIDES OF LANDSCAPE AREA TOWARD THE LANDSCAPE
 AREA.
  
 6. MOVE STRUCTURES OUT OF THE SIDEWALKS WHERE POSSIBLE
 TO REDUCE THE RISK OF TRIPPING HAZARDS.
  
 7. SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA.
 STRUCTURES WITHIN A SFHA ARE TO HAVE A MINIMUM OF TWO
 FEET OF FREEBOARD ABOVE THE BASE FLOOD ELEVATION OF
 12.1 FT NAVD.
  
  
  
 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 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. 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 P Date 05-10-2023 Cont ID  
Sent By vnoel Date 05-10-2023 Time 09:56 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By   Date 05-11-2023 Time   Rev Time  
Received By   Date 05-11-2023 Time   Sent To  
Notes
2023-05-11 00:04:24TRAFFIC COMMENTS
 1) PROVIDE A TRAFFIC STUDY
 2) PROVIDE COUNTY TPS LETTER
  
 SITE COMMENTS
 3) PROVIDE A SIGNAGE AND PAVEMENT MARKING PLAN.
 INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED
 DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE
 4) PROVIDE A PARKING TABLE SHOWCASING THE NUMBER OF
 REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA
 AND BICYCLE ONES
 5) IS VALET SERVICE PROPOSED? IF SO, PROVIDE A THOROUGH
 OPERATIONAL ANALYSIS. DETAILS OF THE ANALYSIS SHOULD BE
 DISCUSSED DURING THE METHODOLOGY MEETING
 6) ARE THERE ANY BUS STOPS BEING IMPACTED?
 7) IS THE PROPOSED DEVELOPMENT IMPACTING AN EXISTING
 BICYCLE FACILITY?
 8) PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE REFER
 TO CITY CODE 86-246 FOR DETAILS
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 04-28-2023 Cont ID  
Sent By asangele Date 04-25-2023 Time 15:39 Rev Time 0.00
Received By asangele Date 04-25-2023 Time 15:39 Sent To  
Notes
2023-04-28 10:37:50FAILED
 4/28/2023
  
 1. PLEASE SHOW THE SQUARE FOOTAGE OF THE EXISTING
 BUILDING TO BE DEMOLISHED ON BOTH A1.AD AND A1.0D
 EITHER IN A TABLE OR SHOW THE DIMENSIONS ON THE PLANS
  
 2. SHOW THE PROPOSED SQUARE FOOTAGE OF WHAT THE
 PROPOSED BUILDING WILL BE IN EITHER IN A TABLE OR SHOW
 THE DIMENSIONS ON THE PLANS.
 NOTE THAT CANOPY'S DONT COUNT TOWARDS SQUARE FOOTAGE.
  
 PER OPEN SPACE URBAN ARTICLE IV.
 EXISTING CIVIC USES COLLOCATED WITHIN AN URBAN OPEN
 SPACE ARE ALLOWED TO REMAIN. RECONSTRUCTION OR
 ADDITIONS TO SUCH CIVIC USES SHALL BE ALLOWED PROVIDED
 THE AREA GENERALLY OCCUPIED BY THE EXISTING USE IS NOT
 EXPANDED BY MORE THAN TEN PERCENT.
  
 TOTAL EXISTING SQUARE FOOTAGE PLUS 10 PERCENT IS YOUR
 BASE FOR THE CONSTRUCTION IF GREATER SQUARE FOOTAGE IS
 NEEDED YOU CAN APPLY FOR A VARIANCE REGARDING THE 10
 PERCENT.
  
 3. A TREE ALTERNATION PERMIT WILL BE NEEDED FOR ANY
 REMOVAL OR RELOCATION OF ANY TRESS.
  
 4. STAFF WOULD LIKE TO ENCOURAGE SHADE TREES BE LOCATED
 ALONG THE SIDEWALK
  
 5. PLEASE PROVIDE A PARKING TABLE
 COMMUNITY CENTER PARKING REQUIREMENT IS 1 PER 500.
  
 6. STAFF WOULD LIKE TO ENCOURAGE RESTRIPING THE PARKING
 LOT AND HAVE ONE OF THE ADU SPACES TO BE RELOCATING
 CLOSER TO THE PROPOSED NEW COMMUNITY CENTER.
  
 7. STAFF WOULD A LOT LIKE TO ENCOURAGE LIGHTING TO BE
 INSTALLED ALONG THE SIDEWALKS
  
 9. PLEASE PROVIDE MORE INFORMATION REGARDING THE TYPE
 OF BIKE RACK TO BE INSTALLED.
  
 10. PLEASE NOTE THAT PROPERTY IS ZONED RECREATION AND
 OPEN SPACE (ROS) SO THE SETBACK PROVIDED ARE NOT
 ACTABLE TO OPEN SPACE URBAN (OSU).
  
 ALEXIS SANGELEER
 PLANNER
 [email protected]
  
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