Plan Review Details - Project Z18100017
Plan Review Stops For Project Z18100017
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status   Date   Cont ID  
Sent By pleduc Date   Time 14:53 Rev Time 0.00
Received By pleduc Date   Time   Sent To  
Notes
2019-05-10 14:56:04 
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 11-13-2018 Cont ID  
Sent By rbrown Date 11-13-2018 Time 20:29 Rev Time 0.00
Received By rbrown Date 11-13-2018 Time 20:29 Sent To  
Notes
2018-11-13 21:08:24DEVELOPMENT 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 BUILDINGS. 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. ACCORDING TO THE ADOPTED FLOOD INSURANCE
 RATE MAPS (FIRMS), THE PROPOSED BUILDING IS IN FLOOD
 ZONE AE, WITH A BASE FLOOD ELEVATION OF 7 FT NAVD. 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. UNITY OF TITLE. FOR ANY BUILDING CROSSING A PROPERTY
 LINE, EITHER A RECORDED UNITY OF TITLE, OR SOME OTHER
 APPROVED LEGAL INSTRUMENT, SHALL BE INCLUDED WITH THE
 PERMIT APPLICATION, OR THE BUILDING MUST HAVE A FIRE
 WALL ALONG THE PROPERTY LINE, PER SECTION 202 OF
 FLORIDA BUILDING CODE, BUILDING, FIRE SEPARATION
 DISTANCE.
  
 5. ALTERNATE ROUTE TO PUBLIC RIGHT OF WAY FROM WEST
 STAIR. SITE PLAN, SHEET A-1.0, SHOWS A SINGLE PAVED
 WALKWAY FROM THE WEST STAIR. BUILDING OCCUPANTS ARE
 COMPELLED TO WALK ALONGSIDE THE BUILDING WITHIN 10 FEET
 OF AREAS OF THE BUILDING THAT COULD BE THE SOURCE OF
 FIRE AND SMOKE AND PRESENT HIGH RISK TO PERSONS WITHIN
 10 FEET OF THE BUILDING. PER SECTION 1028.5 OF THE
 FLORIDA BUILDING CODE THE EXIT DISCHARGE SHALL PROVIDE
 UNOBSTRUCTED ACCESS TO A PUBLIC RIGH OF WAY. AN
 ALTERNATIVE DIRECTIONAL CHOICE SHOULD BE PROVIDED FOR
 BUILDING OCCUPANTS TO GET FROM THE WEST STAIR TO THE
 PUBLIC RIGHT OF WAY.
  
 6. VAN ACCESSIBLE PARKING SPACES. ONE IN EVERY SIX
 REQUIRED ACCESSIBLE SPACES (AT LEAST ONE) IN A PARKING
 STRUCTURE, SHALL BE ?VAN ACCESSIBLE? AND DESIGNED WITH
 VERTICAL HEADROOM NOT LESS THAN 98 INCHES AT SPACE AND
 VEHICULAR ACCESS ROUTE.
  
 7. 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.
  
 8. 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.
  
 9. 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, GREASE INTERCEPTORS,
 SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 10. 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 ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 05-06-2019 Cont ID  
Sent By rrossano Date 05-06-2019 Time   Rev Time 0.00
Received By rrossano Date 05-06-2019 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 11-09-2018 Cont ID  
Sent By rrossano Date 11-09-2018 Time   Rev Time  
Received By rrossano Date 11-09-2018 Time   Sent To I
Notes
2018-11-09 12:53:37COMMENTS PER MANNY GONZALEZ, SENIOR PROJECT
 COORDINATOR, CITY OF WPB ENGINEERING
 PROVIDE STATEMENT, CONFIRMED BY ENGINEERING ANALYSIS,
 THAT THE EXISTING UTILITY MAINS SERVING THE PROPOSED
 PROJECT ARE ADEQUATE. PROVIDE CALCULATIONS OF EXISTING
 AND PROPOSED WATER & SEWER DEMANDS (AVERAGE, MAXIMUM,
 PEAK) AND FIRE FLOW DEMAND. CALCULATIONS SHALL BE PER
 FAC 64E-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER.
 PROVIDE 10? INTERNAL CROSSWALK WIDTH.
  
 COMMENTS PER RICK ROSSANO, PROJECT COORDINATOR, CITY OF
 WPB ENGINEERING
 PROVIDE PROFILES OF ANY EXISTING OR PROPOSED UTILITIES
 IN CITY OF WPB RIGHT OF WAY
 PROVIDE UNITY OF TITLE
 PROVIDE COPIES OF FDOT PERMITS
 PROVIDE CCTV OF SEWER (LINED PIPE) AND CCTV OF DRAINAGE
 OUTFALL
 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
  
 SUPPLY POLLUTION CONTROL PLAN SHOWING:
 A) WHERE SILT SCREENS WILL BE INSTALLED,
 B) SHOW THE PROTECTION OF ALL ON-SITE CATCH BASINS
 C) SHOW PROTECTION OF ALL OFF-SITE CATCH BASINS
 D) INCLUDE DETAILS AS TO THE TYPE OF PROTECTION USED ON
 THE CATCH BASINS
 E) SHOW HOW SITE DIRT WILL NOT BE TRACKED INTO THE
 ROADS
 HTTP://WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/DOCS/
 CONST_ACTIVITY.PDF
 HTTP://WWW.PBCO-NPDES.ORG/CONSTRUN.HTML
 HTTP://WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/FAQS.
 HTM
  
 GENERAL DRIVEWAY COMMENTS
 1) DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND
 VERTICALLY. CALL OUT SETBACK.
 2) SHOW PROPOSED CONCRETE APRON(S), CITY STANDARD
 DETAIL IS REQUIRED, SEE LINK BELOW: HTTP://WPB.ORG/DEPA
 RTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICA
 TIONS
 3) IF USING PAVERS IN THE APRON AREA OF THE PROPOSED
 DRIVEWAY, YOU MUST EXECUTE A PAVER DRIVEWAY AGREEMENT,
 WHICH CAN BE OBTAINED HERE: HTTP://WPB.ORG/DEPARTMENTS/
 ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 GENERAL -
  
 THE FOLLOWING COMMENTS ARE INCLUDED FOR YOUR GENERAL
 INFORMATION AND USE. THEY MAY NOT BE SITE-SPECIFIC, BUT
 WILL SOON BE ADDED TO CITY OF WEST PALM BEACH
 DEVELOPMENT PERMIT APPLICATIONS.
  
 OBTAIN AVAILABLE UTILITIES OWNED BY THE CITY OF WEST
 PALM BEACH 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.
 SUBMIT A FORMAL RECORDS REQUEST (WITH SUNSHINE DESIGN
 TICKET NUMBER) TO JANICE TARBILL IN THE WPB ENGINEERING
 SERVICES DEPARTMENT AT [email protected]. SUBMIT PROOF
 OF THE FORMAL RECORD REQUEST TO THE CITY. NOTE: RECORD
 INFORMATION PROVIDED BY THE CITY IS FOR REFERENCE ONLY.
 PERFORM FIELD VERIFICATION OF EXACT LOCATION AND DEPTH
 BY SOFT-DIGS, POT-HOLING, ETC.
  
 PROVIDE SCHEMATIC UTILITY ENGINEERING DRAWINGS (24IN X
 36IN FORMAT) AT A LEGIBLE ENGINEERING SCALE AND
 PREPARED BY A LICENSED PROFESSIONAL ENGINEER.
  
 PROVIDE STATEMENT, CONFIRMED BY ENGINEERING ANALYSIS,
 THAT THE EXISTING UTILITY MAINS SERVING THE PROPOSED
 PROJECT ARE ADEQUATE. PROVIDE CALCULATIONS OF EXISTING
 AND PROPOSED WATER & SEWER DEMANDS (AVERAGE, MAXIMUM,
 PEAK) AND FIRE FLOW DEMAND. CALCULATIONS SHALL BE PER
 FAC 64E-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER.
  
 LOCATIONS, SIZES AND OTHER APPROPRIATE DESCRIPTIONS OF
 THE FOLLOWING EXISTING OR PROPOSED UTILITY FACILITIES:
 ? WATER MAINS, SERVICE CONNECTIONS, VALVES, METERS AND
 ANY SPECIAL STRUCTURES SUCH AS PUMP STATIONS;
 ? SANITARY SEWER MAINS, SERVICE CONNECTIONS AND ANY
 SPECIAL STRUCTURES OR FACILITIES SUCH AS LIFT STATIONS,
 SEPTIC SYSTEMS; AND
 ? PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER MAINS
 ALONG ENTIRE PROJECT FRONTAGE.
  STORMWATER DRAINAGE MAINS, CHANNELS, RETENTION OR
 DETENTION PONDS, AND OTHER MAJOR DRAINAGE FACILITIES;
 FLOW DIRECTION OF SURFACE RUNOFF.
  SHOW LOCATION OF ALL EXISTING DRY/FRANCHISE UTILITIES,
 AND ALL RELATED EASEMENTS ON THE SITE OR ON IMMEDIATELY
 ADJACENT PROPERTY.
 PROVIDE PROFILE VIEW OF ALL PROPOSED UTILITIES WITHIN
 THE RIGHT-OF-WAY TO BE OWNED AND MAINTAINED BY THE
 CITY. CALL OUT VERTICAL CLEARANCES OF UTILITY CROSSINGS
 WITH CITY AND DRY/FRANCHISE UTILITIES. IDENTIFY TYPE OF
 UTILITY/OWNERSHIP, LOCATION/DEPTH, PIPE MATERIAL, SIZE.
 SHOW CONDITIONS ON IMMEDIATELY ADJACENT PROPERTY THAT
 HAVE A DIRECT IMPACT ON THE PROPOSED DEVELOPMENT
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 05-10-2019 Cont ID  
Sent By pleduc Date 05-10-2019 Time   Rev Time 0.00
Received By pleduc Date 05-10-2019 Time 14:53 Sent To  
Notes
2019-05-10 14:57:532ND REVIEW RESPONSE
  
 AFTER A REVIEW OF THE PPRC INFORMATION PACKET AND
 RESPONSE LETTER DATED APRIL 26, 2019, FROM ADACHE GROUP
 ARCHITECTS, TO JOHN P. ROACH, AICP, PRINCIPLE PLANNER,
 THE PREVIOUSLY SUBMITTED FIRE PREVENTION BUREAU
 COMMENTS HAVE BEEN ADDRESSED.
  
 THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT DOES
 NOT CONSTITUTE IT'S 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 RESCUE
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 11-01-2018 Cont ID  
Sent By pleduc Date 11-01-2018 Time   Rev Time 0.00
Received By pleduc Date 11-01-2018 Time 16:48 Sent To  
Notes
2018-11-01 16:58:25THE 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 5TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
  
 6. THE PARKING AREA UNDER THE STRUCTURE SHALL COMPLY
 WITH NFPA 88A, PARKING STRUCTURES AND NFPA 101, CHAPTER
 42 STORAGE OCCUPANCIES (PARKING STRUCTURES)
  
  
 7. A NFPA 13 COMPLAINT FIRE SPRINKLER SYSTEM AND NFPA
 14 COMPLIANT WET STANDPIPE SYSTEM ARE REQUIRED FOR THIS
 STRUCTURE. TEMPORARY STANDPIPES ARE REQUIRED WHEN THE
 BUILDING REACHES THREE LEVELS OR THIRTY FEET WHILE
 BEING CONSTRUCTED. SEPARATE SHOP DRAWINGS, ARE REQUIRED
 TO BE SUBMITTED, REVIEWED AND APPROVED BY THE FIRE
 PREVENTION BUREAU PRIOR TO ANY INSTALLATION.
 HIGH RISES SHALL HAVE TWO SEPARATE SOURCES OF WATER
 SUPPLY.
  
 6.4.5.4* FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED
 NOT MORE THAN 100 FT (30.5 M) FROM THE NEAREST FIRE
 HYDRANT CONNECTED TO AN APPROVED WATER SUPPLY.
  
 NO FDC'S WERE LOCATED ON THE PROPOSED PLANS. THE
 LOCATIONS OF THE FDC'S SHALL BE CLOSELY COORDINATED
 WITH THE FIRE MARSHAL'S OFFICE.
  
 18.3 WATER SUPPLIES.
 18.3.1* AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING
 THE REQUIRED FIRE FLOW FOR FIRE PROTECTION SHALL BE
 PROVIDED TO ALL PREMISES UPON WHICH FACILITIES,
 BUILDINGS, OR PORTIONS OF BUILDINGS ARE HEREAFTER
 CONSTRUCTED OR MOVED INTO THE JURISDICTION. THE
 APPROVED WATER SUPPLY SHALL BE IN ACCORDANCE WITH
 SECTION 18.4.
  
 PER NFPA 14 SECTION 7.12.2, HIGH-RISE BUILDINGS SHALL
 HAVE AT LEAST TWO REMOTELY LOCATED FIRE DEPARTMENT
 CONNECTIONS FOR EACH ZONE.
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 A FIRE PUMP ROOM WAS NOT LOCATED ON THE SUBMITTED PLAN
 SHEETS.
  
 FOR THE PROPOSED FIRE PUMP(S) , WHAT IS(ARE) THE
 PRIMARY AND SECONDARY POWER SOURCES?
  
  
 8. A CLASS ?A? NFPA 72 COMPLIANT MONITORED FIRE ALARM
 SYSTEM IS REQUIRED FOR THIS STRUCTURE. SEPARATE SHOP
 DRAWINGS, ARE REQUIRED TO BE SUBMITTED, REVIEWED AND
 APPROVED BY THE FIRE PREVENTION BUREAU PRIOR TO ANY
 INSTALLATION.
  
 IS A EMERGENCY GENERATOR BEING PROVIDED FOR THIS
 PROJECT?
  
 WHAT WOULD BE THE PRIMARY AND SECONDARY POWER SOURCES?
  
  
 9. ALL ELEVATORS SHALL BE EQUIPPED WITH A REGION 7
 KEYWAY SYSTEM.
 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE FIGHTER?S
 EMERGENCY OPERATIONS REQUIREMENTS OF ASME A17.1/CSA
 B44, SAFETY CODE FOR ELEVATORS.
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE PASSENGER
 ELEVATOR THAT IS OPERATIONAL AND WILL ACCOMMODATE AN
 AMBULANCE STRETCHER 76 INCHES LONG AND 24 INCHES WIDE
 IN THE HORIZONTAL POSITION.
  
  
 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. 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.
  
 NO FDC'S WERE LOCATED ON THE PROPOSED PLANS. THE
 LOCATIONS OF THE FDC'S SHALL BE CLOSELY COORDINATED
 WITH THE FIRE MARSHAL'S OFFICE.
  
 ALL NEW FIRE HYDRANTS AND FDC?S PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
 FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
 OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
 ARRIVING EMERGENCY VEHICLES.
  
  
  
 12. COMMAND ROOM - A COMMAND ROOM WAS NOT LOCATED ON
 THE SUBMITTED PLANS SHEETS.
  
 THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 1,
 CHAPTER 11, BUILDING SERVICES; 11.9 AND SHALL CONTAIN
 THE FOLLOWING FEATURES:
  
 A. SHALL BE A MINIMUM OF 200 FT SQUARED WITH A MINIMUM
 DIMENSION OF 10 FT.
 B. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.
 C. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE PUBLIC TELEPHONE SYSTEM
 D. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL
 FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF
 EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING
 EQUIPMENT AND FIRE DEPARTMENT ACCESS AND THE LOCATION
 OF FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE
 BARRIERS AND SMOKE PARTITIONS
 E. A WORK TABLE.
 F. IF APPLICABLE, A HAZARDOUS MATERIAL MANAGEMENT PLAN
 FOR THE BUILDING.
 G. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
 CONTROL UNIT.
 H. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF
 THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL
 I. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION
 SYSTEMS.
 J. CONTROLS FOR UNLOCKING STAIRWAY DOORS SIMULTANEOUSLY
 K. SPRINKLER VALVE AND WATER FLOW DETECTOR DISPLAY
 PANELS
 L. EMERGENCY AND STANDBY POWER STATUS INDICATORS
 M. FIRE PUMP STATUS INDICATORS
 N. GENERATOR SUPERVISION DEVICES AND MANUAL START AND
 TRANSFER FEATURES.
 O. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE
 P. CONTROLS REQUIRED FOR SMOKE CONTROL
 Q. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME
 A17.1.
 R. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR
 SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS
 PROVIDED
  
  
 13. RADIO
  
 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.
 NFPA 72, 24.5.2* TWO-WAY RADIO COMMUNICATIONS
 ENHANCEMENT SYSTEMS.
 24.5.2.2 RADIO COVERAGE. RADIO COVERAGE SHALL BE
 PROVIDED THROUGHOUT THE BUILDING AS A PERCENTAGE OF
 FLOOR AREA AS SPECIFIED IN 24.5.2.2.1 THROUGH
 24.5.2.2.3.
 24.5.2.2.1 CRITICAL AREAS. CRITICAL AREAS, SUCH AS THE
 EMERGENCY COMMAND CENTER(S), THE FIRE PUMP ROOM(S),
 EXIT STAIRS, EXIT PASSAGEWAYS, ELEVATOR LOBBIES,
 STANDPIPE CABINETS, SPRINKLER SECTIONAL VALVE
 LOCATIONS, AND OTHER AREAS DEEMED CRITICAL BY THE
 AUTHORITY HAVING JURISDICTION, SHALL BE PROVIDED WITH
 99 PERCENT FLOOR AREA RADIO COVERAGE.
 24.5.2.2.2 GENERAL BUILDING AREAS. GENERAL BUILDING
 AREAS SHALL BE PROVIDED WITH 90 PERCENT FLOOR AREA
 RADIO COVERAGE.
 24.5.2.3 SIGNAL STRENGTH.
 24.5.2.3.1 INBOUND. A MINIMUM INBOUND SIGNAL STRENGTH
 OF -95 DBM, OR OTHER SIGNAL STRENGTH AS REQUIRED BY THE
 AUTHORITY HAVING JURISDICTION, SHALL BE PROVIDED
 THROUGHOUT THE COVERAGE AREA.
 24.5.2.3.2 OUTBOUND. A MINIMUM OUTBOUND SIGNAL STRENGTH
 OF -95 DBM AT THE DONOR SITE, OR OTHER SIGNAL STRENGTH
 AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, SHALL
 BE PROVIDED FROM THE COVERAGE AREA.
  
 THE SYSTEM SHALL MAINTAIN A MINIMUM RADIO SIGNAL
 STRENGTH OF -95 DBM FOR THE RADIO SYSTEM USED BY WEST
 PALM BEACH FIRE RESCUE. TESTING SHALL BE BY AN
 ACCEPTABLE NATIONAL STANDARD DOCUMENTING PERCENTAGES
 NOTED ABOVE AND BY ACTUAL RADIO TESTING BY FIRE
 PERSONNEL. IF THE MINIMUM CANNOT BE MAINTAINED, A
 BI-DIRECTIONAL AMPLIFIED SYSTEM SHALL BE INSTALLED WITH
 A MINIMUM 2-HOUR RUN TIME BATTERY BACK-UP.
  
  
 14. KNOX-BOX KEY SYSTEM SHALL BE REQUIRED FOR THIS
 BUILDING.
  
 ANY GATES SHALL BE PROVIDED WITH KNOX KEY ACCESS LOCKS,
 PADLOCKS AND/OR SWITCHES FOR 24 HOUR EMERGENCY ACCESS.
  
  
 15. THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH NFPA
 101, CHAPTER 9, BUILDING SERVICE AND FIRE PROTECTION
 EQUIPMENT, INCLUDING:
  
 THE SMOKE CONTROL SYSTEMS SHALL BE INSTALLED,
 INSPECTED, TESTED, AND MAINTAINED IN ACCORDANCE WITH
 NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS; NFPA 204,
 STANDARD FOR SMOKE AND HEAT VENTING; OR NATIONALLY
 RECOGNIZED STANDARDS, ENGINEERING GUIDES, OR
 RECOMMENDED PRACTICES, AS APPROVED BY THE AUTHORITY
 HAVING JURISDICTION.
 THE ENGINEER OF RECORD SHALL CLEARLY IDENTIFY THE
 INTENT OF THE SYSTEM, THE DESIGN METHOD USED, THE
 APPROPRIATENESS OF THE METHOD USED, AND THE REQUIRED
 MEANS OF INSPECTING, TESTING, AND MAINTAINING THE
 SYSTEM.
 ACCEPTANCE TESTING SHALL BE PERFORMED BY A SPECIAL
 INSPECTOR IN ACCORDANCE WITH SECTION 9.9.
  
  
 16. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
  
 17. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 2 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 1 Status F Date 11-13-2018 Cont ID  
Sent By rcaranci Date 11-13-2018 Time 16:36 Rev Time 0.00
Received By rcaranci Date 11-13-2018 Time 16:36 Sent To  
Notes
2018-11-13 16:37:11FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 3907 S FLAGLER RPD Z18100017
 NOVEMBER 13, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. CORRECT THE SITE PLAN CALCULATIONS TO REMOVE
 REQUIRED OPEN SPACE AND LANDSCAPE AREA, AS RESIDENTIAL
 ZONING DOES NOT HAVE MINIMUM REQUIREMENTS. THE PROVIDED
 AREA AND PERCENTAGE CAN REMAIN AS SHOWN. OPEN SPACE
 CONSISTS OF SETBACKS, BUFFERS, AND REQUIRED PARKING FOR
 RESIDENTIAL ZONING.
  
 2. CALCULATE THE REQUIRED TREES AND FLOWERING TREES
 BASED ON OPEN SPACE AND ADD ONE TREE PER UNIT (27) PER
 SECTION 94-443(D)(2) A.
  
 3. PROVIDE A TREE DISPOSITION PLAN FOR THE EXISTING
 PALMS OR TREES ON SITE, AND EXISTING STREET TREES.
  
 4. SECTION 94-448(D)(3) REQUIRES ALL NATIVE TREES AND
 PALMS IN GOOD CONDITION MUST BE RELOCATED. PROVIDE THE
 CONDITION FOR EACH TREE OR PALM IN A COLUMN ON THE TREE
 DISPOSITION LIST AND DESCRIBE IF SPECIES CAN BE
 RELOCATED.
  
 5. SHOW THE REQUIRED LANDSCAPE BUFFER LOCATIONS ON THE
 LANDSCAPE PLAN, PROVIDING A 10 FOOT BUFFER FOR BOTH
 PARCELS ADJACENT TO THE RIGHT OF WAY, AND 5 FOOT BUFFER
 ON ALL OTHER SIDES PER SECTION 94-443(D)(1).
  
 6. PROVIDE CALCULATIONS FOR THE REQUIRED LANDSCAPE
 BUFFER PLANTINGS AS REQUIRED IN SECTION 94-443(D)(1)
 FOR ALL SIDES OF EACH PARCEL AND PROVIDE THE REQUIRED
 TREES AND HEDGES ON THE LANDSCAPE PLAN.
 7. PROVIDE CALCULATIONS SHOWING COMPLIANCE WITH THE 40
 PERCENT REQUIREMENT FOR LANDSCAPING AROUND THE
 PERIMETER OF ALL STRUCTURES PER SECTION 94-443(D)(2)B.
  
 8. PROVIDE A PLAN SHOWING THE PARKING LANDSCAPE AREAS
 COUNTED TOWARD COMPLIANCE WITH SECTION 94-443(C)(3) AND
 (4) SHOWING ONLY THE AREAS WITHIN THE PARKING FIELD,
 AND THE TOTAL SHOWN TO MEET THE TOTALS OF BOTH SECTIONS
 ADDED TOGETHER.
  
 9. PLANTING IN TERMINAL LANDSCAPE ISLANDS ADJACENT TO
 THE BUILDING MUST PROVIDE THE REQUIRED TREE OR PALM
 EQUIVALENT.
  
 10. SHOW ALL PARKING SPACE ROW COUNTS ON THE LANDSCAPE
 PLAN.
  
 11. REVISE THE FLORIDA FRIENDLY LANDSCAPE CHART TO
 CORRECT TREE CATEGORY, CANNOT DOUBLE COUNT NATIVE AND
 DROUGHT TOLERANT CATEGORIES. PROVIDE DESCRIPTION OF
 QUALIFICATION FOR DESIGN OPTION #1 REGARDING
 IRRIGATION. PROVIDE THE MINIMUM 50 REQUIRED POINTS PER
 SECTION 94-442(G).
 12. 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.
 13. IF THE HURRICANE PALMS ARE TO BE COUNTED AS MEETING
 THE REQUIRED TREE COUNT, THEY MUST MEET THE MINIMUM
 SIZE REQUIREMENT OF 8 FEET CLEAR TRUNK.
  
 14. SHOW THE LOCATIONS OF WATER AND SEWER LINES ON THE
 LANDSCAPE PLAN AND CORRECT CONFLICTS WITH TREES AND
 LANDSCAPING. RELOCATE UTILITY LOCATIONS OR EXPAND
 LANDSCAPE AREAS TO ACCOMMODATE REQUIRED LANDSCAPING.
  
 15. SHOW LOCATIONS OF ROOT BARRIERS TO PROTECT UTILITY
 LINES.
 16. PROVIDE SCREENING FOR ALL ABOVE GROUND UTILITY
 VALVES AND BACKFLOW PREVENTERS AND PROVIDE THE REQUIRED
 HEDGE AROUND THE DUMPSTER ENCLOSURE.
  
 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
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***NONE***
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***NONE***
Review Stop PW PUBLIC WORKS
Rev No 1 Status N Date 11-14-2018 Cont ID  
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2018-11-14 12:05:42APPROVAL NOT REQUIRED - WHEN CONSTRUCTIO OF A BUILDING
 IS BEING DESIGNED PLEASE BE PREPARED WITH A SANITATION
 PLAN AND REVIEW AND UPDATE EXSISTING MOBILITY AROUND
 THE PROPERTY.
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***NONE***
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Received By tward Date 11-09-2018 Time 15:39 Sent To  
Notes
2018-11-09 15:38:54THIS 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 ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP://
 WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER
 MITS-APPLICATIONS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. FIRMS WERE ISSUED IN 2017. UPDATE THE FLOOD ZONE
 INFORMATION ON THE SURVEY.
  
 2. MINIMUM 2 FEET OF FREEBOARD IS REQUIRED FOR
 STRUCTURES WITH SPECIAL FLOOD HAZARD AREAS.
  
 3. PROVIDE SUFFICIENT VERTICAL CLEARANCE FOR A VACUUM
 TRUCK TO ACCESS AND CLEAN THE DRAINAGE STRUCTURES UNDER
 THE BUILDING.
  
 4. AN EASEMENT WILL BE REQUIRED FOR THE DRAINAGE PIPE
 CROSSING THE PARCEL ON THE EAST SIDE OF FLAGLER DRIVE.
  
 5. PROVIDE A VIDEO IN A FORMAT ACCEPTABLE TO THE
 ENGINEERING SERVICES DEPARTMENT OF THE STORM PIPE FROM
 THE CATCH BASIN ON FLAGLER DRIVE TO THE LAKE WORTH
 LAGOON.
  
 6. SHOW THE EXISTING CATCH BASIN IN THE RIGHT OF WAY ON
 THE WEST SIDE OF FLAGLER DRIVE.
  
 7. THE PLANTING PLAN SHOWS A PROPOSED PALM TREE OVER
 THE EXISTING STORM PIPE ON THE EAST SIDE OF FLAGLER
 DRIVE.
  
 8. THE CITY VERTICAL DATUM IS NGVD 1929. THE CITY HAS
 ALLOWED THE USE OF NAVD 1988 PROVIDED THE CONVERSION
 EQUATION TO NGVD 1929 IS PROVIDED. THE CONVERSION
 EQUATION IS NEEDED ON THE SURVEY.
  
 9. PROVIDE THE CONVERSION EQUATION FOR THE VERTICAL
 DATUM TO NGVD1929 ON THE ENGINEERING PLANS.
  
 10. FDOT IS CURRENTLY CONSTRUCTING A PROJECT ON FLAGLER
 DRIVE AND SOUTHERN BLVD THAT MAY AFFECT THE DESIGN OF
 THIS PROJECT. IT IS RECOMMENDED DESIGN PLANS AND/OR
 AS-BUILT PLANS OF THAT PROJECT BE OBTAINED.
  
 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 WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
 ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 2. PROVIDE SFWMD ERP FOR THE DEVELOPMENT.
  
 3. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
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Review Stop SURVEY SURVEYING
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Sent By vnoel Date 11-09-2018 Time 10:32 Rev Time  
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Notes
2018-11-09 10:38:161. REPLAT WILL BE REQUIRED PRIOR TO C.O.
 2. EASEMENT WILL BE REQUIRES FOR EXISTING OUTFALL.
 3. EXISTING SANITARY AND STORM LINES SHOULD BE
 TELEVISED.
 4. PLEASE NOTE THAT FLAGLER DRIVE IS BEING RE-BUILT BY
 FDOT AS PART OF THE BRIDGE REPLACEMENT.
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2018-11-09 14:16:08Z18100017 3907 S FLAGLER RESIDENTIAL (OCTOBER 9, 2018
 SUBMITTAL)
 1. PROVIDE TRAFFIC STUDY. (RECEIVED AFTER INITIAL
 SUBMITTAL. NO COMMENTS ON TRAFFIC STUDY.)
 2. PROVIDE AN ENGINEERING STUDY FOR THE PROPOSED
 MIDBLOCK CROSSING, FOLLOWING THE PROCEDURES IN FDOT?S
 TRAFFIC ENGINEERING MANUAL.
 3. PROVIDE A TURN AROUND SPACE AT EACH END OF THE
 PARKING AISLE SO THAT ALL VEHICULAR MOVEMENT AND
 MANEUVERING FOR PARKING WILL BE RETAINED ON-SITE PER
 CITY CODE 94-485(M).
 4. PROVIDE 8-FOOT SIDEWALK ON WASHINGTON ROAD AND WEST
 SIDE OF SOUTH FLAGLER DRIVE, INCLUDING A 6-FOOT
 LANDSCAPE BUFFER ON THE WEST SIDE OF SOUTH FLAGLER
 DRIVE. PROVIDE A 12-FOOT MULTI-USE PATH ON THE EAST
 SIDE OF SOUTH FLAGLER DRIVE WHILE MAINTAINING THE
 EXISTING LANDSCAPE BUFFER WIDTH.
 5. PROVIDE SIDEWALK EASEMENT FOR THE PORTION OF
 SIDEWALK WITHIN PROPERTY RIGHT OF WAY.
 6. PROVIDE BICYCLE PARKING SPACES.
 7. NOTE, THE ELEVATION OF FLAGLER IS BEING RAISED BY
 THE SOUTHERN BOULEVARD BRIDGE PROJECT. PROPOSED GRADE
 OF FLAGLER NEEDS TO BE CONSIDERED WHEN GRADING THE
 SITE.
  
 ERIK D. FERGUSON, P.E.
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
Review Stop Z ZONING
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Review Stop Z ZONING
Rev No 1 Status F Date 11-14-2018 Cont ID  
Sent By jroach Date 11-14-2018 Time 10:15 Rev Time 0.00
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Notes
2018-11-14 10:15:22PLANS AND PLATS REVIEW COMMITTEE (PPRC) ZONING REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 11.14.2018
 PROJECT NO.: Z18100017
 CASE NO.: PB 1811
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS:
  
 1. PLANNING DIVISION STAFF WOULD LIKE TO HAVE A
 SEPARATE MEETING/DISCUSSION REGARDING THE REQUEST FOR A
 PLANNED DEVELOPMENT AND HOW IT DOES OR DOES NOT MEET
 THE REQUIREMENTS OF SEC. 94-207, INCLUDING: THE INTENT
 OF PLANNED DEVELOPMENTS, PROVISION OF CREATIVE OR
 INNOVATIVE LAND PLANNING TECHNIQUES, PUBLIC
 IMPROVEMENTS, ETC.
  
 2. PLEASE CLARIFY THE DIFFERENCE IN BOUNDARIES THAT
 EXISTS BETWEEN THE PROPERTY APPRAISER AND THE SURVEY
 SUBMITTED. THE PROPERTY APPRAISER INDICATES THAT THERE
 IS A SIGNIFICANT AMOUNT OF FEE-SIMPLE SUBMERGED LAND;
 HOWEVER, THE SURVEY INDICATES ?NO COMMENT? REGARDING
 ITEM #3 OF THE OWNERSHIP AND ENCUMBRANCE REPORT.
  
 3. THE SURVEY AND O&E REPORT REFERENCE A BLANKET
 COMCAST EASEMENT OVER ?PARCEL 2? AND THAT IT CANNOT BE
 GRAPHICALLY SHOWN. PLEASE PROVIDE MORE INFORMATION
 REGARDING THIS EASEMENT, AND A LETTER FROM COMCAST
 SHALL BE PROVIDED INDICATING NO OBJECTION TO THE
 PROPOSED DEVELOPMENT.
  
 4. THE SITE PLAN SHALL INDICATE THE FACADES OF THE
 BUILDING WITH SETBACKS MEASURED AT THE CLOSEST POINT
 BETWEEN THE FA?ADE AND THE ADJACENT PROPERTY LINE.
 ENCROACHMENTS INTO THE SETBACKS (I.E. BALCONIES, ROOF
 OVERHANGS, ETC.) SHALL BE IDENTIFIED AND DIMENSIONED
 ACCORDINGLY. SETBACKS OF THE RESIDENTIAL BUILDING ARE
 LABELED ON THE PLAN AND IDENTIFIED IN THE DATA TABLE AS
 BEING 15 FEET, BUT PORTIONS OF THE BUILDING ARE SHOWN
 CLOSER THAN THAT.
  
 5. SETBACK DIMENSIONS SHALL BE PROVIDED FOR ALL
 BUILDINGS; NO DIMENSIONS WERE PROVIDED ON THE SITE PLAN
 FOR THE IMPROVEMENTS ON THE EAST SIDE OF SOUTH FLAGLER
 DRIVE. IF THE INFORMATION IS BEING PROVIDED ON THE
 ENLARGED KEY PLANS, THEN THE SITE PLAN SHOULD HAVE
 CALLOUTS THE REFERENCE THOSE SHEETS SO THAT THE
 REVIEWER KNOWS TO LOOK AT THE ENLARGED KEY PLAN.
  
 6. AS THE PROPERTY HAS DOUBLE FRONTAGE, THE REQUIRED
 SETBACK FROM THE WEST PROPERTY LINE SHALL BE 25 FEET;
 PLEASE ADJUST THE DATA TABLE ACCORDINGLY.
  
 7. PURSUANT TO SEC. 94-207(C)(4) OF THE CITY?S ZLDRS,
 RESIDENTIAL BUILDINGS WITHIN AN RPD SHALL BE LOCATED AT
 LEAST 20 FEET FROM THE OUTERMOST PROPERTY LINE OR ANY
 PUBLIC RIGHT-OF-WAY. ALL OTHER STRUCTURES ARE TO BE AT
 LEAST 40 FEET FROM THE OUTERMOST PROPERTY LINE OR
 RIGHT-OF-WAY.
  
 8. THE DATA TABLE ON THE SITE PLAN IS INCORRECT. THERE
 ARE NO REQUIREMENTS FOR PERCENTAGE OF OPEN SPACE,
 LANDSCAPING, BUILDING COVERAGE, IMPERVIOUS SURFACE,
 ETC. PLEASE ENSURE THAT THE DATA TABLE ACCURATELY
 REFLECTS THE REQUIREMENTS OF THE CITY?S ZONING AND LAND
 DEVELOPMENT REGULATIONS.
  
 9. ON THE NORTH AND SOUTH SIDES OF THE BUILDING THERE
 ARE AREAS LABELED AS ?BAY WINDOWS?. THESE DO NOT APPEAR
 TO MEET THE DEFINITION OF A TYPICAL BAY WINDOW AND ARE
 CONSIDERED A PART OF THE FA?ADE OF THE BUILDING. AS
 SUCH, THEY SHALL MEET THE MINIMUM SETBACK REQUIREMENTS
 OR BEING PART OF A WAIVER REQUEST.
  
 10. DIMENSIONS SHALL BE PROVIDED FOR THE ROOF OVERHANG
 OF THE POOL STRUCTURE. THE ROOF OVERHANG SHALL NOT
 ENCROACH MORE THAN THREE (3) FEET INTO THE REQUIRED
 SETBACK.
  
 11. THE HEIGHT OF THE POOL STRUCTURE SHALL BE PROVIDED.
  
 12. A TABLE SHALL BE PROVIDED ON THE SITE PLAN
 IDENTIFYING ALL OF THE WAIVERS THAT ARE BEING
 REQUESTED. IT APPEARS THAT THE PROJECT DOES NOT MEET
 THE FOLLOWING REQUIREMENTS:
 12.1. SETBACKS
 12.2. BUILDING HEIGHT
 12.3. MINIMUM LAND AREA REQUIRED FOR A RESIDENTIAL
 PLANNED DEVELOPMENT
 12.4. LANDSCAPE BUFFER DIMENSIONS
 12.5. ADDITIONAL HEIGHT PERMITTED FOR MECHANICAL
 EQUIPMENT, ARCHITECTURAL ELEMENTS, ETC. ABOVE THE ROOF
 SLAB (10% MAX).
  
 13. THE DUMPSTER ENCLOSURE SHALL BE MOVED OFF OF THE
 FRONTAGE AND INTERIOR TO THE SITE.
  
 14. THE DUMPSTER ENCLOSURE DOES NOT MEET THE MINIMUM
 DIMENSIONAL REQUIREMENTS AND DOES NOT MATCH THE DETAIL
 PROVIDED.
  
 15. SHEET CP-101 INDICATES ?PROP. PARKING COVER? OVER
 THE SURFACE PARKING, WEST OF THE BUILDING; PLEASE
 CLARIFY.
  
 16. SITE PLAN NEEDS TO DIMENSION ALL SIDEWALKS.
  
 17. SITE PLAN SHALL INDICATE THE SETBACK PROPOSED FOR
 THE FREESTANDING SIGNS. PURSUANT TO SEC. 94-407(2), THE
 SIGNS SHALL BE 20 FEET FROM ADJACENT PROPERTY AND 20
 FEET FROM THE RIGHT-OF-WAY.
  
 18. A DETAIL OF THE SIGN ON SOUTH FLAGLER DRIVE SHALL
 BE PROVIDED WITH HEIGHT, DIMENSIONS OF THE SIGN FACE,
 ETC.
  
 19. PURSUANT TO SEC. 94-407(2), FREESTANDING SIGNS
 SHALL NOT EXCEED FOUR (4) FEET IN HEIGHT.
  
 20. PLANS SHALL INDICATE THE LOCATION OF CURBING, TYPE
 OF CURB, ETC. PURSUANT TO SEC. 94-443(C)(5), LANDSCAPE
 AREAS AND PLANT MATERIAL SHALL BE PROTECTED FROM
 VEHICULAR ENCROACHMENT BY CURBS OR WHEEL STOPS.
  
 21. HANDICAP PARKING STALL STRIPING AND SIGNAGE DOES
 NOT CONFORM TO THE CITY?S STANDARD.
  
 22. IMPROVEMENTS WITHIN THE SOUTH FLAGLER DRIVE
 RIGHT-OF-WAY, INCLUDING THE PROVISION OF A PEDESTRIAN
 CROSS-WALK, SHALL BE APPROVED BY THE CITY?S ENGINEERING
 SERVICES DEPARTMENT.
  
 23. ALL FENCING SHALL BE IDENTIFIED WITH HEIGHTS
 DIMENSIONED. NO INFORMATION WAS PROVIDED REGARDING
 FENCING ON THE EAST SIDE OF SOUTH FLAGLER DRIVE.
  
 24. IT APPEARS THAT THE FENCING ALONG THE NORTH AND
 SOUTH PROPERTY LINES ARE OUTSIDE THE BOUNDARIES OF THE
 SUBJECT PROPERTY. ALL IMPROVEMENTS NEED TO BE WITHIN
 THE CONFINES OF THE PROPERTY BOUNDARIES.
  
 25. AS WASHINGTON ROAD IS ALSO CONSIDERED A FRONT
 PROPERTY LINE, FENCING WITHIN THE FRONT SETBACK (25
 FEET) SHALL NOT EXCEED FOUR (4) FEET IN HEIGHT.
  
 26. ARE THE IMPROVEMENTS EAST OF THE SEAWALL A PART OF
 THIS REQUEST? IF SO, DETAILS SHALL BE PROVIDED AND ALL
 DOCKS SHALL CONFORM TO THE REQUIREMENTS OF SEC. 94-313
 OF THE CITY?S ZLDRS.
  
 27. THE INGRESS/EGRESS ACCESS POINTS ON WASHINGTON ROAD
 AND SOUTH FLAGLER DRIVE CAN BE NARROWED DOWN TO 20 FEET
 IN WIDTH; THE DRIVE AISLE ONLY NEEDS TO BE 24 FEET IN
 WIDTH WHERE PARKING BACKS OUT INTO THE DRIVE AISLE.
  
 28. BICYCLE PARKING SHALL BE PROVIDED IN ACCORDANCE
 WITH SEC. 94-485(Q) OF THE CITY?S ZLDRS. LOCATIONS OF
 BIKE RACKS SHALL BE IDENTIFIED ON THE SITE PLAN AND
 DETAILS SHALL BE PROVIDED INDICATING THE TYPE OF BIKE
 RACK AND THE MINIMUM DIMENSIONAL REQUIREMENTS FOR
 INSTALLATION, INCLUDING SPACING, SIZE OF PAD, ETC.
  
 29. PHOTOMETRIC LEVELS SHALL BE SHOWN AT THE PROPERTY
 LINES AND SHALL NOT EXCEED 0.5 FOOTCANDLES AT SUCH
 LOCATION. ALL LIGHTING SHALL BE SHIELDED TO REDUCE
 GLARE AND REFLECT LIGHT AWAY FROM ADJACENT RESIDENTIAL
 PROPERTIES.
 ___________________________________________
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
  
 A) WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
  
 B) 15 SETS OF REVISED PLANS AND/OR DOCUMENTS SHALL BE
 PROVIDED, ALONG WITH ONE (1) REDUCED COPY (11IN X
 17IN), AND AN ELECTRONIC COPY OF ALL PLANS.
  
 C) PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
  
 D) IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
  
 E) PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ACCESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE.
  
 F) IN ORDER TO BE CONSIDERED FOR THE JANUARY 15, 2019,
 PLANNING BOARD AGENDA, ALL COMMENTS SHALL BE
 SATISFACTORILY ADDRESSED. PLEASE SUBMIT ALL REVISED
 DOCUMENTS/PLANS NO LATER THAN FRIDAY, NOVEMBER 30,
 2018.
  
 G) TO BE PLACED ON THE JANUARY 15, 2019, PLANNING BOARD
 AGENDA, SIGNS SHALL BE POSTED ON THE PROPERTY NO LATER
 THAN DECEMBER 31, 2018. SIGNAGE SHALL CONFORM AND BE
 INSTALLED WITH THE REQUIREMENTS OF THE CITY?S ZONING
 AND LAND DEVELOPMENT REGULATIONS, AS ALSO PROVIDED IN
 THE DEVELOPMENT APPLICATION. A SIGNED AND NOTARIZED
 AFFIDAVIT SHALL BE PROVIDED BY THE DEADLINE REFERENCED
 ABOVE.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
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