Plan Review Details - Project Z17020026
Plan Review Stops For Project Z17020026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 03-08-2017 Cont ID  
Sent By rbrown Date 03-08-2017 Time 09:19 Rev Time 0.00
Received By rbrown Date 03-08-2017 Time 09:19 Sent To  
Notes
2017-03-08 09:55:35DEVELOPMENT 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 PERMITTING.
  
 2. THE PROPOSED BUILDING WILL BE IN FLOOD ZONE. THE
 ELEVATION OF THE FIRST FLOOR OF THE BUILDING AND ALL
 ASSOCIATED MECHANICAL EQUIPMENT (CHILLERS, GENERATORS
 ETC.) SHALL BE 12 INCHES (FREEBOARD) ABOVE THAT BASE
 FLOOD ELEVATION. PLEASE NOTE THAT, AROUND MID 2017, THE
 CITY MAY BE INCREASING THE FREEBOARD TO 24 INCHES.
  
 3. IT IS NOTED THAT THE APPLICANT HAS MET WITH BUILDING
 DIVISION AND OTHER CITY STAFF TO DISCUSS OPTIONS FOR
 SEPARATION OF THE APARTMENT BUILDING FROM THE HOTEL
 BUILDING WHILE BOTH SHARE THE SAME PARKING GARAGE.
 DISCUSSIONS AND DESIGN DEVELOPMENT ARE ONGOING TO
 ARRIVE AT THE SOLUTION THAT WORKS BEST FOR THE
 DEVELOPER. ALTHOUGH IT IS UNLIKELY THAT SOLUTION WOULD
 BE TO SEPARATE THE PARCELS, PLEASE NOTE THAT 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.
  
 4. WHEN SUBMITTED FOR PERMIT, THE PLANS SHALL SHOW AT
 LEAST ONE ACCESSIBLE ROUTE, COMPLYING WITH SECTIONS
 206.2 AND 402.2 OF FLORIDA ACCESSIBILITY CODE, FROM THE
 PUBLIC RIGHT-OF-WAY TO ALL ACCESSIBLE BUILDING OR
 FACILITY ENTRANCES.
  
 5. WHEN SUBMITTED FOR PERMIT, THE PLANS SHALL SHOW AT
 LEAST ONE ACCESSIBLE ROUTE, COMPLYING WITH SECTIONS
 206.2 AND 402.2 OF FLORIDA ACCESSIBILITY CODE,
 CONNECTING ACCESSIBLE BUILDING OR FACILITY ENTRANCES
 WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE
 BUILDING OR FACILITY.
  
 6. ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER
 THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY
 WITH SECTION 405 OF FLORIDA ACCESSIBILITY CODE.
  
 7. AT THIS STAGE, THE PARKING DATA TABLE ON SHEET CVR
 DOES NOT SHOW THE NUMBER OF ACCESSIBLE PARKING SPACES,
 SO IT SHOOULD REFER TO SHEET A-05 WHICH DOES STATE THAT
 A TOTAL OF 10 ACCESSIBLE SPACES WILL BE PROVIDED BUT
 DOES NOT STATE THE TOTAL NUMBER OF PARKING SPACES TO BE
 PROVIDED. PLEASE CONSOLIDATE THE PARKING DATA OR
 CROSS-REFERENCE THE ACCESSIBLE PARKING SPACE
 INFORMATION. THE MINIMUM NUMBER OF ACCESSIBLE PARKING
 SPACES PROVIDED SHALL BE IN ACCORDANCE WITH SECTION
 208.2 OF FLORIDA ACCESSIBILITY CODE.
  
 8. PLEASE LOOK AT THE DISTRIBUTION OF ACCESSIBLE
 PARKING SPACES TO ENSURE THAT THERE IS A SUFFICIENT
 NUMBER OF THEM CLOSEST TO THE MOST USED DOORS FROM THE
 PARKING GARAGE LEADING TO THE RETAIL, HOTEL AND
 APARTMENT OCCUPANCIES. 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 FOR EACH
 BUILDING. THE DESIGN OF ACCESSIBLE PARKING SPACES SHALL
 COMPLY WITH SECTION 502 OF FLORIDA ACCESSIBILITY CODE
  
 9. PER SECTION 208.2.4 OF FLORIDA ACCESSIBILITY CODE,
 ONE IN EVERY SIX ACCESSIBLE SPACES (AT LEAST ONE) IN A
 PARKING STRUCTURE, SHALL BE ?VAN ACCESSIBLE? AND
 DESIGNED IN ACCORDANCE WITH SECTION OF 502 OF FLORIDA
 ACCESSIBILITY CODE (VERTICAL CLEARANCE NOT LESS THAN 98
 INCHES AT SPACE AND VEHICULAR ACCESS ROUTE).
  
 10. 1ST FLOOR PLAN, SHEET A-05. PLEASE SHOW HOW THE
 USERS OF ACCESSIBLE PARKING SPACES 002, 003, 018, AND
 019, CAN SAFELY ENTER THE BUILDINGS WITHOUT TRAVERSING
 BEHIND ANOTHER PARKED VEHICLE OR ALONG A VEHICLE DRIVE
 LANE. ACCESSIBLE PARKING SPACE ACCESS AISLES SHALL BE
 LOCATED SO THAT THE USER IS NOT COMPELLED TO WALK OR
 WHEEL BEHIND ANOTHER PARKED VEHICLE OR IN THE TRAVEL
 LANE. THE ACCESS AISLES SHALL ALSO COMPLY WITH THE
 OTHER PROVISIONS OF SECTION OF 502.3 OF FLORIDA
 ACCESSIBILITY CODE.
  
 11. IT IS NOTED THAT CONSTRUCTION TYPE 1B IS PROPOSED.
 WHEN SUBMITTED FOR BUILDING PERMIT, THE PLANS WILL BE
 REVIEW FOR COMPLIANCE WITH WITH THE HEIGHT, AREA AND
 OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE FLORIDA
 BUILDING CODE.
  
 12. 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.
  
 13. ENCLOSED PARKING GARAGES. IF THE PARKING GARAGE
 DOES NOT HAVE WALL OPENINGS, OR SUFFICIENT WALL
 OPENINGS TO MEET THE DEFINITION OF AN OPEN PARKING
 GARAGE, IT WILL BE CONSIDERED AN ENCLOSED PARKING
 GARAGE AND MUST HAVE EXHAUST SYSTEMS. THE EXHAUST
 SYSTEMS SHALL BE DESIGNED TO MINIMIZE NOISE LEVELS
 USING INLINE FAN SILENCERS OR OTHER APPROVED METHODS.
  
 14. 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.
  
 15. EACH SEPARATE BUILDING SHALL HAVE A SEPARATE
 ADDRESS. FOR STREET ADDRESSING, CONTACT MICHAEL ORIO,
 GIS SUPPORT SPECIALIST, AT (561) 494 1080, OR BY EMAIL:
 [email protected]
  
 16. 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 3 Status P Date 06-16-2017 Cont ID  
Sent By mkhan Date 06-16-2017 Time 16:22 Rev Time 0.00
Received By mkhan Date 06-15-2017 Time 16:51 Sent To  
Notes
2017-06-16 16:23:17CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
  
 DATE: 06/16/2017
  
 PROJECT NAME: 200 2ND ST. & 201 N. FLAGLER DR. - FORMER
 CITY HALL AND HELEN WILKES HOTEL SITES - Z17020026
  
 3RD/RE-SUBMITTAL REVIEW RESPONSE
  
 STATUS: PASSED WITH CONDITION
  
 AFTER REVIEWING THE REVISED PLANS AND THE RESPONSES ON
 THE "PPRC RESPONSE LETTER" OF JUNE 7, 2017, FOLLOWING
 ARE OUR COMMENTS:
  
 3. SITE PLAN APPROVAL IS PENDING UPON SUBMITTAL OF THE
 "LETTER OF APPROVAL" FROM THE PUBLIC WORKS DIRECTOR,
 PETER BIENIEK;
  
 8. WATER METERS ARE SHOWN TO BE INSIDE THE RIGHT-OF-WAY
 IN THE REVISED PLANS. FINAL DESIGN PLANS NEED TO COMPLY
 WITH THIS CRITERIA;
  
 13. COMMENT ACCEPTED - REDESIGNED/REVISED WATER AND
 SEWER PLANS WILL BE REVIEWED AT THE FINAL DESIGN PHASE;
  
 21. DURING FINAL DESIGN PHASE, SUBMIT PROFILE FOR THE
 NEW SANITARY SEWER CONNECTION/LATERALS (WITH VERTICAL
 INFORMATION OF ALL OTHER UTILITIES AT CONFLICT POINTS
 I.E. TOP AND BOTTOM OF PIPES);
  
 22. RESPONSE ACCEPTED - DETAILED GRADING AND DRAINAGE
 PLANS WILL BE REVIEWED AT THE FINAL DESIGN PHASE;
  
 23. RESPONSE ACCEPTED.
  
 MOSTAQUE KHAN, P.E.
 LAND DEVELOPMENT ENGINEER
 [email protected]
 561-494-1124 (OFFICE)
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 04-24-2017 Cont ID  
Sent By mkhan Date 04-24-2017 Time 15:40 Rev Time 0.00
Received By mkhan Date 04-24-2017 Time 15:40 Sent To  
Notes
2017-04-24 15:44:22CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
  
 DATE: 04/24/2017
  
 PROJECT NAME: 200 2ND ST. & 201 N. FLAGLER DR. - FORMER
 CITY HALL AND HELEN WILKES HOTEL SITES - Z17020026
  
 2ND/RE-SUBMITTAL REVIEW RESPONSE
  
 STATUS: FAILED
  
 AFTER REVIEWING THE REVISED PLANS AND RESPONSE (LETTER
 DATED MARCH 31, 2017), TO THE PPRC COMMENTS, IT APPEARS
 THAT SOME OF THE COMMENTS HAVE BEEN ADDRESSED AND DEEM
 SATISFIED. OTHER COMMENTS ARE ACKNOWLEDGED AS: 'COMMENT
 NOTED' AND THESE ITEMS ARE EXPECTED TO BE ADDRESSED
 DURING "ENGINEERING DEVELOPMENT APPLICATION" PHASE
 PRIOR TO ISSUANCE OF CONSTRUCTION AUTHORIZATION
 INCLUDING BUILDING PERMITS AND ENGINEERING DEVELOPMENT
 APPROVAL.
  
 FOLLOWING COMMENTS ARE STILL NOT SATISFIED AND NEED TO
 BE ADDRESSED AT THIS LEVEL PRIOR TO SITE PLAN APPROVAL:
  
 3. IN THE REGARDS TO SANITATION/GARBAGE COLLECTION PLAN
 PLEASE SUBMIT A WRITTEN LETTER OF APPROVAL FROM THE
 PUBLIC WORKS DIRECTOR, PETER BIENIEK;
  
 8. WATER METER SHALL BE INSIDE RIGHT-OF-WAY OR WITHIN
 AN UTILITY EASEMENT WHEREAS BACKFLOW PREVENTER ASSEMBLY
 SHALL BE INSIDE THE PROPERTY LINE/PRIVATE LOT;
  
 13. COMMENT WAS MADE, PREVIOUSLY, SUGGESTING THAT
 EXISTING WATER AND SEWER SERVICE/CONNECTIONS TO THE
 SITES BE UTILIZED. CITY RECORD INDICATES THAT WATER AND
 SEWER MAINS ON OLIVE AVE. AND NARCISSUS AVE. ARE NEWER
 THAN THOSE ARE ON BANYAN BLVD. AND 2ND ST. PROPOSED
 WATER AND SANITARY SEWER SERVICES FOR THE NEW
 DEVELOPMENT SHOULD CONNECTED TO THE NEWER PIPES I.E. ON
 OLIVE AVE. AND NARCISSUS AVE;
  
 21. NEW COMMENT: CITY RECORD INDICATES THERE ARE NO
 SANITARY SEWER LINES AVAILABLE ON BANYAN BLVD. BETWEEN
 NARCISSUS AVE. AND FLAGLER DR. PLEASE VERIFY;
  
 22. NEW COMMENT: OFFSITE DRAINAGE WILL BE AFFECTED FROM
 THE ON-SITE IMPROVEMENTS FROM THESE DEVELOPMENTS.
 PLEASE EVALUATE AND SHOW MEASURES TO ALLEVIATE ANY/ALL
 ADVERSE EFFECTS FROM THEM;
  
 23. IN THE FINAL PLANS SHOW CROSS SECTIONS ALONG BANYAN
 BLVD., NARCISSUS AVE AND 2ND ST. ALSO SHOW PROFILE FOR
 2ND ST.
  
 MOSTAQUE KHAN, P.E.
 LAND DEVELOPMENT ENGINEER
 [email protected]
 561-494-1124 (OFFICE)
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 03-06-2017 Cont ID  
Sent By mkhan Date 03-06-2017 Time 17:01 Rev Time 6.00
Received By mkhan Date 03-06-2017 Time 17:01 Sent To  
Notes
2017-03-06 17:04:17CITY OF WEST PALM BEACH
 PUBLIC WORKS DEPARTMENT
 ENGINEERING DIVISION
  
 DATE: 03/06/2017
  
 Z17020026: 200 2ND ST. & 201 N. FLAGLER DR. - FORMER
 CITY HALL AND HELEN WILKES HOTEL SITES
  
 THIS IS AN INITIAL 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 GENERAL 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 FROM THE FOLLOWING WEBSITE LINK:
  
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK:
  
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 FOLLOWING GENERAL SITE COMMENTS:
  
 3. FOR SANITATION/GARBAGE COLLECTION CONTACT THE CITY'S
 PUBLIC WORKS DEPARTMENT. FINAL APPROVED SITE PLANS NEED
 TO SHOW PROPOSED SANITATION COLLECTION PLANS AND
 DETAILS; AND WILL NEED APPROVAL FROM PETER BIENIEK,
 PUBLIC WORKS DIRECTOR. PLEASE INCLUDE THE CITY OF WEST
 PALM BEACH STANDARD DETAIL FOR THE DUMPSTER ENCLOSURE
 ON THE PLANS. MINIMUM DIMENSIONAL (E.G. THE GATE WIDTH
 MUST BE A MINIMUM OF 12.5 FEET) REQUIREMENTS FOR THE
 ENCLOSURE ARE LISTED IN CODE OF ORDINANCES, SECTION
 94-444(B) OF THE CODE OF ORDINANCES. CITY STANDARD
 DETAIL GC-8 MAY BE DOWNLOADED AT:
  
 HTTP://WPB.ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEE
 RING-STANDARDS/
  
 4. FOR PROPOSED BRICK PAVERS WITHIN THE SIDEWALK WILL
 NEED MAINTENANCE AGREEMENT; PROPOSED SIDEWALK ON
 FLAGLER DRIVE NEED TO BE IN AN EASEMENT AS IT APPEARS
 TO BE WITHIN THE PROPERTY LINE (REFER TO ENGINEERING
 PLANS SHEET 4 OF 5);
  
 FOLLOWING ARE WATER AND SEWER COMMENTS AND NEED TO BE
 ADDRESSED PRIOR TO ENGINEERING DEPARTMENT APPROVAL:
  
 5. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
 SANITARY SEWER CALCULATION (AVERAGE AND PEAK WITH
 PEAKING FACTOR). SUBMIT CALCULATIONS TO VALIDATE METER
 SIZE SELECTION. SHOW THESE CALCULATIONS ON THE UTILITY
 PLAN SHEET AS WELL;
  
 6. A FIRE HYDRANT FLOW TEST DATA FROM EXISTING FIRE
 HYDRANT WILL BE REQUIRED PART OF THE PLAN SUBMITTAL;
  
 7. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE
 CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE
 DETAILS SHEET DURING SUBMISSION OF THE FINAL
 ENGINEERING PLANS. CONTACT THE ENGINEERING SERVICES
 DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD
 FORMAT. CITY?S STANDARD DETAILS (IN PDF FILE FORMAT)
 CAN BE DOWNLOADED FROM THE FOLLOWING SITE:
  
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 8. PLACEMENT OF THE PROPOSED METER, BACKFLOW PREVENTER,
 DCDA ETC. SHALL BE INSTALLED PER THE CITY'S STANDARD
 DETAILS. THEY SHALL NOT BE INSIDE THE BUILDING
 ENCLOSURE. WATER METER SHOULD BE WITHIN THE
 RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST
 INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND
 ACCESSIBLE;
  
 9. IN THE FINAL PLANS, SHOW CONFLICT INFORMATION
 (BOTTOM AND TOP OF CROSSING PIPES) AT THE CONFLICT
 POINTS OF ALL WATER, STORM AND SANITARY SEWER PIPES AS
 WELL AS OTHER FRANCHISE UTILITIES. EXISTING UTILITIES
 WITHIN THE PROPOSED SANITARY SEWER LATERAL ARE TO BE
 VERIFIED VIA SOFTDIGS AND PROVIDE ALL UTILITY CROSSING
 INFORMATION;
  
 10. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
 EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
 POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
 LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 11. CCTV RECORD (VIDEO AND TV LOG) OF THE EXISTING
 SANITARY SEWER (FULL LENGTH FROM MH TO MH) AND NEW
 SANITARY SEWER LATERAL WILL BE REQUIRED AS PART OF THE
 PROJECT CLOSE-OUT SUBMITTALS;
  
 12. PAVEMENT RESTORATION WILL BE REQUIRED FOR THE
 PROPOSED SANITARY SEWER CONNECTION TO THE EXISTING
 MANHOLE WITHIN THE RIGHT-OF-WAY. REFER TO THE CITY
 STANDARD DETAILS FOR RESTORATION GUIDELINES;
  
 13. THERE ARE EXISTING WATER METER, WATER AND SANITARY
 SEWER SERVICE AVAILABLE FOR THE SITES. IT IS
 RECOMMENDED THAT THEY ARE UTILIZED;
  
 14. EXISTING WATER SERVICE CONNECTIONS/WATER METERS
 SERVING THE PROPERTY, IF NOT USED, ARE TO BE CUT AND
 CAPPED AT THE MAIN. DE-ACTIVATED/INACTIVE PIPELINES
 LARGER THAN 2" DIAMETER WILL BE REMOVED. PLEASE LABEL
 PIPE SIZE AND MATERIAL AND ADD NOTES TO THE UTILITY
 PLANS ACCORDINGLY;
  
 15. EXISTING SEWER SERVICE CONNECTIONS SERVING THE
 PROPERTY, IF NOT USED, ARE TO BE CUT AND CAPPED AT THE
 MAIN;
  
 16. EXISTING SANITARY SEWER MH TO BE REHABBED PER
 CITY'S REQUIREMENTS;
  
 17. SHOW SIZE AND MATERIAL OF THE PROPOSED SANITARY
 SEWER SERVICE. INCLUDE A PROFILE FOR THE PROPOSED
 SERVICE LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 18. FOR THE FINAL UTILITY PLANS, INCLUDE A NOTE THAT:
 AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "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
  
 19. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
 WITHIN 150 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
 AN EASEMENT WITHIN THE PROPERTY. LANDSCAPE PLAN SHALL
 SHOW LOCATIONS OF ALL WATER METERS, VALVES, CLEAN-OUTS,
 LIGHT POLES, ETC. ROOT BARRIERS MAY BE REQUIRED WHERE
 PLANTINGS ARE NEAR UNDERGROUND STORMWATER, SANITARY, OR
 POTABLE WATER LINES.
  
 20. SUBMITTAL OF MAINTENANCE OF TRAFFIC (MOT) FOR WORK
 WITHIN THE RIGHT-OF-WAY WILL BE REQUIRED AT THE
 PRE-CONSTRUCTION MEETING.
  
 MOSTAQUE KHAN, P.E.
 LAND DEVELOPMENT ENGINEER
 [email protected]
 561-494-1124 (OFFICE)
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 06-13-2017 Cont ID  
Sent By pleduc Date 06-13-2017 Time   Rev Time 0.00
Received By pleduc Date 06-13-2017 Time 16:25 Sent To  
Notes
2017-06-13 16:29:442ND REVIEW RESPONSE
  
 AFTER A REVIEW OF THE PPRC RESPONSE LETTER DATED JUNE
 7, 2017, FROM URBAN DESIGN KILDAY STUDIOS, TO ANA MARIA
 APONTE, CITY URBAN DESIGNER, THE PREVIOUSLY SUBMITTED
 FIRE PREVENTION BUREAU COMMENTS WERE NOT SPECIFICALY
 ADDRESSED; HOWEVER, BASED ON REVIEW OF THE RE-SUBMITTED
 DRAWINGS THEY ARE SUFFICIENT TO ACCEPT TO MOVE FORWARD.
  
 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 P Date 03-03-2017 Cont ID  
Sent By pleduc Date 03-03-2017 Time   Rev Time 0.00
Received By pleduc Date 03-03-2017 Time 12:58 Sent To  
Notes
2017-03-03 14:08:40THE 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.
  
 THE MAIN HOTEL/ RESIDENTIAL/RETAIL BUILDING IS DEFINED
 AS A HIGH RISE PER THE FLORIDA FIRE PREVENTION CODE,
 5TH EDITION.
  
 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. ALL PARKING STRUCTURES SHALL COMPLY WITH NFPA 88A,
 PARKING STRUCTURES AND NFPA 101, THE LIFE SAFETY CODE,
 INCLUDING MORE SPECIFICALLY, 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.
  
 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. AN FDC IS RECOMMENDED ON THE
 BANYAN SIDE AND ONE ON THE 2ND ST SIDE, EACH WITHIN
 100' OF A FIRE HYDRANT.
  
 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.
 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.
  
  
 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.
  
 THE EXITS FROM THE AMENITY/POOL DECK APPEAR TO BE TOO
 CLOSE TOGETHER, THREE EXITS ARE REQUIRED AND DO NOT
 MEET THE SEPARATION REQUIRMENT OF NFPA 101, CHAPTER 7,
 MEANS OF EGRESS.
  
 7.4.1.2 THE NUMBER OF MEANS OF EGRESS FROM ANY STORY OR
 PORTION THEREOF, OTHER THAN FOR EXISTING BUILDINGS AS
 PERMITTED IN CHAPTERS
 11 THROUGH 43, SHALL BE AS FOLLOWS:
 (1) OCCUPANT LOAD MORE THAN 500 BUT NOT MORE THAN 1000
 ? NOT LESS THAN 3
 (2) OCCUPANT LOAD MORE THAN 1000 ? NOT LESS THAN 4
 7.5.1.3.1 WHERE MORE THAN ONE EXIT, EXIT ACCESS, OR
 EXIT DISCHARGE IS REQUIRED FROM A BUILDING OR PORTION
 THEREOF, SUCH EXITS, EXIT ACCESSES, OR EXIT DISCHARGES
 SHALL BE REMOTELY LOCATED FROM EACH OTHER AND BE
 ARRANGED TO MINIMIZE THE POSSIBILITY THAT MORE THAN ONE
 HAS THE POTENTIAL TO BE BLOCKED BY ANY ONE FIRE OR
 OTHER EMERGENCY CONDITION.
 7.5.1.3.3 IN BUILDINGS PROTECTED THROUGHOUT BY AN
 APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 9.7, THE MINIMUM SEPARATION
 DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT
 DISCHARGES, MEASURED IN ACCORDANCE WITH 7.5.1.3.2,
 SHALL BE NOT LESS THAN ONE-THIRD THE LENGTH OF THE
 MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR
 AREA TO BE SERVED.
 7.5.1.3.6 IN OTHER THAN EXISTING BUILDINGS, WHERE MORE
 THAN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES ARE
 REQUIRED, AT LEAST TWO OF THE REQUIRED EXITS, EXIT
 ACCESSES, OR EXIT DISCHARGES SHALL BE ARRANGED TO
 COMPLY WITH THE MINIMUM SEPARATION DISTANCE
 REQUIREMENT.
  
  
 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.
 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
 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.
  
  
  
  
 THE THREE STORY RESTAUANT BUILDING IS DEFINED AS AN
 ASSEMBLY OCCUPANCY PER THE FLORIDA FIRE PREVENTION
 CODE, 5TH EDITION.
  
  
 16. A NFPA 13 COMPLAINT FIRE SPRINKLER SYSTEM APPEARS
 TO BE REQUIRED PER NFPA 101, CHAPTER 12, NEW ASSEMBLY
 OCCUPANCIES
 12.3.5.2 ANY BUILDING CONTAINING ONE OR MORE ASSEMBLY
 OCCUPANCIES WHERE THE AGGREGATE OCCUPANT LOAD OF THE
 ASSEMBLY OCCUPANCIES EXCEEDS 300 SHALL BE PROTECTED BY
 AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 9.7 AS FOLLOWS (SEE ALSO
 12.1.6, 12.2.6, 12.3.2, AND 12.3.6):
 (1) THROUGHOUT THE STORY CONTAINING THE ASSEMBLY
 OCCUPANCY
 (2) THROUGHOUT ALL STORIES BELOW THE STORY CONTAINING
 THE ASSEMBLY OCCUPANCY
 (3) IN THE CASE OF AN ASSEMBLY OCCUPANCY LOCATED BELOW
 THE LEVEL OF EXIT DISCHARGE, THROUGHOUT ALL STORIES
 INTERVENING BETWEEN THAT STORY AND THE LEVEL OF EXIT
 DISCHARGE, INCLUDING THE LEVEL OF EXIT DISCHARGE
  
  
 17. 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
  
  
 18. FOR PLAN REVIEW SUBMITTAL PURPOSES, PLEASE REVIEW
 THE SWING OF THE DOUBLE DDORS ALONG NARCISSUS AS THEY
 APPEARED TO BE REQUIRED TO SWING IN THE PATH OF EXIT
 TRAVEL.
  
  
 19. FOR PLAN REVIEW SUBMITTAL PURPOSES, PLEASE REVIEW
 THE REQUIREMENTS FOR HAND RAILS IN THE CENTER OF THE
 LOWER PORTIONS OF EXTERIOR STAIRWAY.
 7.2.2.4 GUARDS AND HANDRAILS.
 7.2.2.4.1 HANDRAILS.
 7.2.2.4.1.1 STAIRS AND RAMPS SHALL HAVE HANDRAILS ON
 BOTH SIDES, UNLESS OTHERWISE PERMITTED IN 7.2.2.4.1.5
 OR 7.2.2.4.1.6.
 7.2.2.4.1.2 IN ADDITION TO THE HANDRAILS REQUIRED AT
 THE SIDES OFSTAIRS BY 7.2.2.4.1.1, BOTH OF THE
 FOLLOWING PROVISIONS SHALL APPLY:
 (1) FOR NEW STAIRS, HANDRAILS SHALL BE PROVIDED WITHIN
 30 IN. (760 MM) OF ALL PORTIONS OF THE REQUIRED EGRESS
 WIDTH.
 (2) FOR EXISTING STAIRS, HANDRAILS SHALL MEET THE
 FOLLOWING CRITERIA:
 (A) THEY SHALL BE PROVIDED WITHIN 44 IN. (1120 MM) OF
 ALL PORTIONS OF THE REQUIRED EGRESS WIDTH.
 (B) SUCH STAIRS SHALL NOT HAVE THEIR EGRESS CAPACITY
 ADJUSTED TO A HIGHER OCCUPANT LOAD THAN PERMITTED BY
 THE CAPACITY FACTOR IN TABLE 7.3.3.1 IF THE STAIR?S
 CLEAR WIDTH BETWEEN HANDRAILS EXCEEDS 60 IN. (1525 MM).
  
  
 20. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
  
 21. 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 3 Status F Date 06-23-2017 Cont ID  
Sent By rcaranci Date 06-23-2017 Time 17:04 Rev Time 0.00
Received By rcaranci Date 06-23-2017 Time 17:04 Sent To  
Notes
2017-06-23 17:04:56FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: OLD CITY HALL SITE Z17020026
 JUNE 23, 2017
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PLEASE PROVIDE A TREE SURVEY AND A TREE
 DISPOSITION CHART FOR THE AREA WITHIN THE PROPERTY
 BOUNDARY AND STREET TREES ADJACENT TO THE SITE. ALSO
 PROVIDE A TREE MITIGATION CHART IDENTIFYING EXISTING
 TREES THAT WILL BE REMOVED AND MITIGATION PROVIDED PER
 SECTION 94-448.
 PLEASE MAKE THE FOLLOWING CORRECTIONS TO THE TREE
 MITIGATION CHART:
 ? GREEN BUTTONWOOD IS A CATEGORY 1 TREE
 ? BOTTLEBRUSH IS A CATEGORY 2 TREE
 ? CALCULATION FOR CANOPY SQUARE FOOTAGE IS PI (3.14) X
 R (RADIUS) SQUARED
 STAFF NEEDS TO EVALUATE THE TREES ON SITE TO CONSIDER
 WHETHER THE LIVE OAK TREES ARE OF HEALTH AND QUALITY TO
 BE RELOCATED TO OTHER CITY PROPERTY.
  
 2. SATISFIED. PLEASE PROVIDE AN OPEN SPACE DIAGRAM AND
 CALCULATIONS TO SHOW THE REQUIRED 25% PRIVATE OPEN
 SPACE AND 5% PUBLIC OPEN SPACE TO MEET THE REQUIREMENTS
 FOR FWD-5-8. QUALIFYING OPEN SPACE MUST MEET THE
 DEFINITIONS FOUND IN SECTION 94-109, AND SHOW THAT IT
 MEETS THE REQUIRED VEGETATED AND CANOPY AREAS FOR EACH
 CATEGORY.
  
 EACH SPACE MUST MEET THE DEFINED REQUIREMENTS FOR THE
 OPEN SPACE TYPE SPECIFIED.
 REQUIRED TREE CANOPY CALCULATION MUST USE SQUARE
 FOOTAGE CREDITS PER SECTION 94-109 TABLE IV-8. THE
 SPECIES LIST MUST SHOW THE APPROPRIATE CREDIT FOR EACH
 TREE AND SHOW THE TOTAL.
  
 3. SATISFIED. PLEASE PROVIDE A LANDSCAPE PLAN FOR THE
 SITE AND ALL STREET TREES AND RIGHT OF WAY PLANTINGS
 SHOWING COMPLIANCE WITH APPLICABLE LANDSCAPE CODES.
  
 LANDSCAPE PLAN WAS SUBMITTED, REVIEW COMMENTS WILL
 CONTINUE UNTIL SATISFIED.
  
 4. SATISFIED. PLEASE PROVIDE STREET TREES WITH A
 MAXIMUM SPACING OF 30 FEET ALONG ALL ADJACENT STREETS
 TO THE PROJECT. THERE ARE SEVERAL GAPS WITH MISSING
 TREES.
  
 5. SATISFIED. PLEASE PROVIDE DETAILS ON HOW THE SITE
 LANDSCAPE AND HARDSCAPE WILL BE DESIGNED TO COMPENSATE
 FOR THE GRADE DIFFERENCE BETWEEN NARCISSUS AND FLAGLER.
  
 THE ELEVATIONS ON THE LANDSCAPE PLAN, SURVEY AND SITE
 PLAN NEED TO BE CONSISTENT WITH EACH OTHER AND THERE
 MAY BE CHANGES REQUESTED THROUGH ENGINEERING.
 ADDITIONAL COMMENTS 4/24/17:
  
 6. NOT SATISFIED. THE CITY IS FOCUSING ON PROVIDING
 MORE SHADE IN PEDESTRIAN AND BIKE MOBILITY AREAS,
 ESPECIALLY DOWNTOWN, TO PROMOTE WALKABILITY AND A
 PLEASANT URBAN ENVIRONMENT.
 IN THIS SPIRIT, STAFF RECOMMENDS THE FOLLOWING:
 ? NOT SATISFIED. PROVIDE STREET TREES AT 20 FOOT
 OVERALL HEIGHT TO MEET THE NEW STREETSCAPE STANDARDS
 PASSED BY CITY COMMISSION ON APRIL 27, 2017.
 STREET TREES MUST AT LEAST MEET THE PREVIOUS CODE OF 14
 FEET, PLEASE REVISE.
 ? NOT SATISFIED. ADD DIFFERENT SPECIES IN THE MIX OF
 STREET TREES TO PROVIDE MORE CONTINUOUS SHADE CANOPY
 THAN THE GUMBO LIMBOS ALONE.
 PLEASE USE LARGE SHADE TREES SPECIES WHERE POSSIBLE TO
 PROVIDE MAXIMUM SHADE.
 ? NOT SATISFIED. ADD SHADE TREES ALONG FLAGLER IN
 ADDITION TO THE ROYAL PALMS, PLACING THEM IN BETWEEN
 THE ROYALS WITH TREE GRATES ADJACENT TO THE CURB. THIS
 WILL SUPPLY SHADE FOR THE SIDEWALK WHILE MAINTAINING
 THE THEME OF ROYAL PALMS.
 SOME HAVE BEEN ADDED, BUT GAPS EXIST, PLEASE EXPLAIN.
  
 7. SATISFIED. THE PLANTING AREAS WILL BE EXPANDED IN
 THE BULB OUTS ALONG BANYAN PER ENGINEERING COMMENTS.
 PLEASE REVISE STREET TREE PLACEMENT AND SHRUB PLANTING
 ACCORDINGLY.
  
 8. SATISFIED. PLEASE CONSIDER USING MORE NATIVE PLANT
 SPECIES WHERE POSSIBLE INCLUDING THATCH PALMS.
  
 ADDITIONAL COMMENTS 6/23/17:
 9. SHOW DETAIL AND LOCATIONS FOR STRUCTURAL SOIL FOR
 ALL STREET TREES EXTENDING 5 FEET OUT FROM TREE GRATES
 IN ALL DIRECTIONS EXCEPT THE CURB SIDE. STREET TREES
 LOCATED IN A SIDEWALK THAT IS ADJACENT TO A PERVIOUS
 LANDSCAPE AREA SHALL HAVE THE STRUCTURAL SOIL EXTENDED
 UNDER THE SIDEWALK TO MEET THE LANDSCAPE AREA IF THE
 DISTANCE BETWEEN THE 5 FOOT REQUIRED STRUCTURAL SOIL
 AND THE LANDSCAPE AREA IS LESS THAN 4 FEET. PLEASE SHOW
 THESE AREAS ON THE LANDSCAPE PLAN.
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 04-25-2017 Cont ID  
Sent By rcaranci Date 04-25-2017 Time 09:40 Rev Time 0.00
Received By rcaranci Date 04-25-2017 Time 09:40 Sent To  
Notes
2017-04-25 09:41:19FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: OLD CITY HALL SITE Z17020026
 APRIL 24, 2017
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PARTIALLY SATISFIED. PLEASE PROVIDE A TREE SURVEY
 AND A TREE DISPOSITION CHART FOR THE AREA WITHIN THE
 PROPERTY BOUNDARY AND STREET TREES ADJACENT TO THE
 SITE. ALSO PROVIDE A TREE MITIGATION CHART IDENTIFYING
 EXISTING TREES THAT WILL BE REMOVED AND MITIGATION
 PROVIDED PER SECTION 94-448.
 PLEASE MAKE THE FOLLOWING CORRECTIONS TO THE TREE
 MITIGATION CHART:
 ? GREEN BUTTONWOOD IS A CATEGORY 1 TREE
 ? BOTTLEBRUSH IS A CATEGORY 2 TREE
 ? CALCULATION FOR CANOPY SQUARE FOOTAGE IS PI (3.14) X
 R (RADIUS) SQUARED
 STAFF NEEDS TO EVALUATE THE TREES ON SITE TO CONSIDER
 WHETHER THE LIVE OAK TREES ARE OF HEALTH AND QUALITY TO
 BE RELOCATED TO OTHER CITY PROPERTY.
  
 2. NOT SATISFIED. PLEASE PROVIDE AN OPEN SPACE DIAGRAM
 AND CALCULATIONS TO SHOW THE REQUIRED 25% PRIVATE OPEN
 SPACE AND 5% PUBLIC OPEN SPACE TO MEET THE REQUIREMENTS
 FOR FWD-5-8. QUALIFYING OPEN SPACE MUST MEET THE
 DEFINITIONS FOUND IN SECTION 94-109, AND SHOW THAT IT
 MEETS THE REQUIRED VEGETATED AND CANOPY AREAS FOR EACH
 CATEGORY.
  
 EACH SPACE MUST MEET THE DEFINED REQUIREMENTS FOR THE
 OPEN SPACE TYPE SPECIFIED.
 REQUIRED TREE CANOPY CALCULATION MUST USE SQUARE
 FOOTAGE CREDITS PER SECTION 94-109 TABLE IV-8. THE
 SPECIES LIST MUST SHOW THE APPROPRIATE CREDIT FOR EACH
 TREE AND SHOW THE TOTAL.
  
 3. SATISFIED. PLEASE PROVIDE A LANDSCAPE PLAN FOR THE
 SITE AND ALL STREET TREES AND RIGHT OF WAY PLANTINGS
 SHOWING COMPLIANCE WITH APPLICABLE LANDSCAPE CODES.
  
 LANDSCAPE PLAN WAS SUBMITTED, REVIEW COMMENTS WILL
 CONTINUE UNTIL SATISFIED.
  
 4. SATISFIED. PLEASE PROVIDE STREET TREES WITH A
 MAXIMUM SPACING OF 30 FEET ALONG ALL ADJACENT STREETS
 TO THE PROJECT. THERE ARE SEVERAL GAPS WITH MISSING
 TREES.
  
 5. ONGOING. PLEASE PROVIDE DETAILS ON HOW THE SITE
 LANDSCAPE AND HARDSCAPE WILL BE DESIGNED TO COMPENSATE
 FOR THE GRADE DIFFERENCE BETWEEN NARCISSUS AND FLAGLER.
  
 THE ELEVATIONS ON THE LANDSCAPE PLAN, SURVEY AND SITE
 PLAN NEED TO BE CONSISTENT WITH EACH OTHER AND THERE
 MAY BE CHANGES REQUESTED THROUGH ENGINEERING.
 ADDITIONAL COMMENTS 4/24/17:
  
 6. THE CITY IS FOCUSING ON PROVIDING MORE SHADE IN
 PEDESTRIAN AND BIKE MOBILITY AREAS, ESPECIALLY
 DOWNTOWN, TO PROMOTE WALKABILITY AND A PLEASANT URBAN
 ENVIRONMENT.
 IN THIS SPIRIT, STAFF RECOMMENDS THE FOLLOWING:
 ? PROVIDE STREET TREES AT 20 FOOT OVERALL HEIGHT TO
 MEET THE NEW STREETSCAPE STANDARDS PASSED BY CITY
 COMMISSION ON APRIL 27, 2017.
 ? ADD DIFFERENT SPECIES IN THE MIX OF STREET TREES TO
 PROVIDE MORE CONTINUOUS SHADE CANOPY THAN THE GUMBO
 LIMBOS ALONE.
 ? ADD SHADE TREES ALONG FLAGLER IN ADDITION TO THE
 ROYAL PALMS, PLACING THEM IN BETWEEN THE ROYALS WITH
 TREE GRATES ADJACENT TO THE CURB. THIS WILL SUPPLY
 SHADE FOR THE SIDEWALK WHILE MAINTAINING THE THEME OF
 ROYAL PALMS.
  
 7. THE PLANTING AREAS WILL BE EXPANDED IN THE BULB OUTS
 ALONG BANYAN PER ENGINEERING COMMENTS. PLEASE REVISE
 STREET TREE PLACEMENT AND SHRUB PLANTING ACCORDINGLY.
  
 8. PLEASE CONSIDER USING MORE NATIVE PLANT SPECIES
 WHERE POSSIBLE INCLUDING THATCH PALMS.
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 03-06-2017 Cont ID  
Sent By rcaranci Date 03-06-2017 Time 14:47 Rev Time 0.00
Received By rcaranci Date 03-06-2017 Time 14:47 Sent To  
Notes
2017-03-06 14:48:02FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: OLD CITY HALL SITE Z17020026
 MARCH 6, 2017
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PLEASE PROVIDE A TREE SURVEY AND A TREE DISPOSITION
 CHART FOR THE AREA WITHIN THE PROPERTY BOUNDARY AND
 STREET TREES ADJACENT TO THE SITE. ALSO PROVIDE A TREE
 MITIGATION CHART IDENTIFYING EXISTING TREES THAT WILL
 BE REMOVED AND MITIGATION PROVIDED PER SECTION 94-448.
  
 2. PLEASE PROVIDE AN OPEN SPACE DIAGRAM AND
 CALCULATIONS TO SHOW THE REQUIRED 25% PRIVATE OPEN
 SPACE AND 5% PUBLIC OPEN SPACE TO MEET THE REQUIREMENTS
 FOR FWD-5-8. QUALIFYING OPEN SPACE MUST MEET THE
 DEFINITIONS FOUND IN SECTION 94-109, AND SHOW THAT IT
 MEETS THE REQUIRED VEGETATED AND CANOPY AREAS FOR EACH
 CATEGORY.
  
 3. PLEASE PROVIDE A LANDSCAPE PLAN FOR THE SITE AND ALL
 STREET TREES AND RIGHT OF WAY PLANTINGS SHOWING
 COMPLIANCE WITH APPLICABLE LANDSCAPE CODES.
  
 4. PLEASE PROVIDE STREET TREES WITH A MAXIMUM SPACING
 OF 30 FEET ALONG ALL ADJACENT STREETS TO THE PROJECT.
 THERE ARE SEVERAL GAPS WITH MISSING TREES.
  
 5. PLEASE PROVIDE DETAILS ON HOW THE SITE LANDSCAPE AND
 HARDSCAPE WILL BE DESIGNED TO COMPENSATE FOR THE GRADE
 DIFFERENCE BETWEEN NARCISSUS AND FLAGLER.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 3 Status F Date 06-20-2017 Cont ID  
Sent By tward Date 06-20-2017 Time 15:38 Rev Time 0.00
Received By tward Date 06-20-2017 Time 16:32 Sent To  
Notes
2017-06-20 16:32:04THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE JUNE
 8, 2017 REVIEW PACKAGE.
  
 1. THE 5/9/2017 STORM COMMENTS WERE NOT ADDRESSED.
  
 2. ENGINEERING PLAN SHEET 5 OF 6 CALLS OUT 12" P.C.V.
 PIPE. WHAT DOES THE ABBREVIATION P.C.V. STAND FOR?
  
 3. MINIMUM STORM PIPE SIZE IN THE RIGHT-OF-WAY IS 15".
  
 4. STORM PIPE MATERIAL IN THE RIGHT OF WAY SHALL BE RCP
 (REINFORCED CONCRETE PIPE).
  
 5. SPECIFY CATCH BASIN INLETS INSTEAD OF YARD DRAINS
 FOR THE PROPERTY NORTH OF 2ND STREET.
  
 6. STRUCTURE A4 IS LOCATED WITHIN THE 10-FT TRAVEL
 LANE. CAN IT BE SHIFTED TO BE CENTERED ON THE EDGE OF
 TRAVEL LANE SIMILAR TO STRUCTURE A5?
  
 7. SHEET 4 OF 6 CALLS OUT 12" HEADER CURB FOR
 CENTERLINE STRIPING. SECTION C-C ON SHEET 6 OF 6 CALLS
 OUT 6" HEADER CURB FOR CENTERLINE STRIPING.
  
 8. CONSIDER ADDING CATCH BASIN ON SOUTH SIDE OF 2ND
 STREET BETWEEN NARCISSUS AND FLAGLER DRIVE.
  
 9. LABEL VERTICAL DATUM ON SHEET 6 OF 6.
  
 10. MOVE THE EXFILTRATION TRENCH ON NARCISSUS AVE FROM
 UNDERNEATH THE STREET TREES. THE PLANTING AREA FOR THE
 TREES EXTEND OUT BEYOND THE TREE GRATE.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 05-09-2017 Cont ID  
Sent By tward Date 05-09-2017 Time 10:28 Rev Time 0.00
Received By tward Date 05-09-2017 Time 10:52 Sent To  
Notes
2017-05-09 10:52:33FOLLOWING COMMENTS FROM APRIL 5, 2017 REVIEW PACKAGE:
  
 CONCEPTUAL LEVEL REVIEW.
 1. AT SOUTH END OF NARCISSUS AVE IS AN EXISTING STORM
 MANHOLE WITHIN THE CROSSWALK. THE 15" RCP AT THE NW
 INVERT SHOULD BE REMOVED AND THE HOLE PLUGGED.
  
 2. WEIRS WILL BE NEEDED IN PROPOSED STORM MANHOLE A1
 AND INLET A3 TO RETAIN WATER IN THE EXFILTRATION
 TRENCH.
  
 3. DRAINAGE STRUCTURE FRAMES THAT WILL NEED TO BE
 ADJUSTED MORE THAN 6" WILL REQUIRE CONCRETE RISERS TO
 BE ADDED BELOW THE TOP SLAB.
  
 4. THERE APPEARS TO BE A LOW SPOT AT THE SW CORNER OF
 NARCISSUS AVE AND 2ND ST. PROPOSED SPOT GRADE OF 7.0
 SHOWN AT STOP BAR. CB TO WEST ON 2ND ST. WILL BE AT
 ELEVATION 7.28. CB TO SOUTH ON NARCISSUS AVE WILL BE AT
 7.15.
  
 5. ADD CATCH BASINS ON 2ND ST TO CAPTURE THE RUNOFF
 BEFORE THE CURB RAMPS NEAR FLAGLER DRIVE. CONNECT TO
 NEAREST DRAINAGE SYSTEM.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120
Review Stop STORM STORMWATER
Rev No 1 Status F Date 03-08-2017 Cont ID  
Sent By tward Date 03-08-2017 Time 13:09 Rev Time 0.00
Received By tward Date 03-08-2017 Time 13:10 Sent To  
Notes
2017-03-08 13:10:44THIS 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. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE
 AVAILABLE AT
 HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?.
 PLEASE REVIEW THE MAPS AND VERIFY THAT THE NEW MAPS
 WILL NOT IMPACT THE PROPOSED PROJECT.
  
 2. THE FREEBOARD REQUIREMENT FOR STRUCTURES IN A
 SPECIAL FLOOD HAZARD AREA IS ONE FOOT ABOVE BASE FLOOD
 ELEVATION.
  
 3. INTERSECTION OF NARCISSUS AND 2ND ST IS SUSCEPTIBLE
 TO FLOODING DURING KING TIDE AND OTHER HIGH TIDES.
  
 4. SHOW PAVEMENT RESTORATION LIMITS FOR TRENCH CUTS IN
 THE PUBLIC RIGHT-OF-WAY PER CITY DETAILS.
  
 4. ROOF DRAINS, IF PROVIDED, SHOULD DRAIN ONTO PERVIOUS
 SURFACES.
  
 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 ENGINEERING CALCULATIONS SIGNED AND SEALED
 BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER FOR THE
 MINIMUM REQUIRED STORM RUNOFF WATER QUALITY TREATMENT
 AND PEAK FLOOD STAGES FOR 5-YEAR 1-DAY, 25-YEAR 3-DAY
 AND 100-YEAR 3-DAY DESIGN STORMS PER SFWMD CRITERIA.
  
 3. DESIGN OF STORMWATER SYSTEM TO CONSIDER SEA LEVEL
 RISE FOR GROUNDWATER AND TAILWATER CONDITIONS.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
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 SURVEY SURVEYING
Rev No 1 Status F Date 03-03-2017 Cont ID  
Sent By vnoel Date 03-03-2017 Time 09:49 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2017-03-03 10:54:501. MAINTENANCE AGREEMENT WILL BE REQUIRED FOR ANY
 PAVERS, LANDSCAPING, IRRIGATION WITHIN RIGHTS-OF-WAY.
 2. IS NARCISSUS TO BE ABANDONED? IF SO, APPLICATION FOR
 ABANDONMENT WILL BE REQUIRED AND SURVEY AND AREA CALCS.
 WILL NEED TO BE REVISED. IF NOT, EXFILTRATION WILL NEED
 TO BE REMOVED.
 3. IS PORTION OF 2ND STREET TO BE ABANDONED? IS THAT
 PORTION TO BE INCLUDED IN LEASE AREA?
 4. REMOVE PORTION OF RETAINING WALL OVER SANITARY AND
 STORM LINES AT NORTH END.
 5. PAVEMENT RESTORATION WILL NEED TO MEET CITY
 STANDARDS.
 6. SANITATION COLLECTION WILL NEED APPROVAL FROM PETER
 BIENIEK, PUBLIC WORKS DIRECTOR.
 7. PORTION OF NARCISSUS TO BE REMOVED NORTH OF 2ND ST.
 WILL NEED TO BE SODDED, IRRIGATED AND LANDSCAPED.
 8. PROPERTY MAY NEED TO BE REPLATTED.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2017-04-24 14:39:13- CONTACT UYEN DANG @ (561) 494-1087
  
 1) SUBMIT TRAFFIC STUDY AND MEET WITH ENGINEERING
 STAFF.
 2) REALIGN BANYAN BLVD. INTERSECTION TO BE 90 DEGREES
 FROM FLAGLER DRIVE.
 3) PROVIDE ANALYSIS FOR OFFSITE DRAINAGE DUE TO THE
 GRADE DIFFERENCE ON NARCISSUS.
 A. PROVIDE CROSS SECTIONS AT 50' ON 2ND, BANYAN AND
 NARCISSUS AVE.
 B. PROVIDE PROFILE FOR NARCISSUS AND 2ND AVE.
 4) MILLING AND RESURFACING LIMITS INCLUDE ENTIRE
 FRONTAGE OF PROPERTY TO THE CENTERLINE OF THE PROPERTY.
 5) PROVIDE PHOTOMETRICS
  
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 04-25-2017 Time   Rev Time 0.00
Received By   Date 03-31-2017 Time   Sent To  
Notes
2017-04-25 13:04:46APRIL 25,2017 REVIEW:
 1. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
 WITH THE PLANAR BREAK REGULATION ACCORDING TO TABLE
 IV-4.
 2. RESTAURANT PLANTER NEXT TO STAIR AT CORNER OF
 FLAGLER AND BANYAN IS ENCROACHING INTO THE MINIMUM
 SETBACK RESULTING IN A NARROW SIDEWALK. PLEASE REDUCE
 THE SIZE OF PLANTER TO PROVIDE A MINIMUM 6' CLEAR
 SIDEWALK.
 3. SIDEWALK ELEVATION SHALL BE MAINTAINED ACROSS ALL
 CURB CUTS. PLEASE PROVIDE A SECTION TO COMFIRM
 COMPLIANCE. MATERIAL OF SIDEWALK SHALL BE MAINTAINED
 ACROSS DRIVEWAY.
 4. BANYAN BOULEVARD REDESIGN NEEDED AS FOLLOWS: MINIMUM
 10' TRAVEL LANES. NEW BULB OUT ON NORTH SIDE AT OLIVE
 AVE AND BANYAN TO ALLOW FOR NEW ON-STREET PARKING ALONG
 NORTH SIDE OF BANYAN BETWEEN OLIVE AVE AND GARAGE
 ENTRANCE. BULB OUT AT NARCISSUS EXTENDED TO THE GARAGE
 ENTRANCE (LANDSCAPE).
 5. BANYAN BLVD AND FLAGLER DRIVE REDESIGN NEEDED TO
 ACCOMMODATE BETTER SPACE FOR PEDESTRIANS.TRAFFIC STUDY
 WILL DETERMINE IF THE DEDICATED RIGHT TURN LANE AT
 BANYAN AND FLAGLER IS NECESSARY. INTERSECTION TO BE
 MODIFIED AS A 90 DEGREE INTERSECTION. (PLEASE SEE
 TRAFFIC COMMENTS)
 6. PROPOSED 2ND STREET ALIGNMENT CAN BE REDUCED TO 20'
 TRAVEL LANES PLUS GUTTER. THE EXISTIGN PORTION OF 2ND
 STREET WEST OF NARCISSUS CAN BE MAINTAINED AS EXIST TO
 ALLOW THE ON-STREET PARKING ON THE NORTH SIDE.
 7. SIDEWALK ON EAST SIDE OF NARCISSUS SHALL BE WIDENED
 TO ALLOW FOR A MINIMUM OF 6' CLEAR PATH WHEN ADJACENT
 TO TREE GRATES OR PLANTING AREAS, WITH THE MAJORITY OF
 THE SIDEWALK TO BE A MINIMUM OF 8'.
 8. PROPOSED PLANTING AREA AT RESTAURANT ARCADE IS GOING
 OVER SIDEWALK.
 9. TO ADVANCE THE IMPLEMENTATION OF THE GELH STUDY
 RECENTLY COMPLETED, STAFF IS REQUESTING SHADE TREES TO
 BE INSTALLED ALONG FLAGLER DRIVE BETWEEN THE ROYAL
 PALMS (PLEASE SEE LANDSCAPE COMMENTS) TREE GRATES SHALL
 BE MOVED NEXT TO THE CURB.
 10. ARE THE PARKING SPACES DESIGNATED? PLEASE MARK THE
 GUEST PARKING SPACES FOR THE RESIDENTIAL COMPONENT AND
 THE PARKING FOR THE RETAIL COMPONENT TO AVOID THOSE
 SPACES TO BE PERMANENTLY ASSIGNED TO RESIDENTIAL UNITS.
 11. WERE IS THE GARBAGE COLLECTION FOR THE HOTEL? IS IT
 AT THE SAME LOCATION THAN THE RESIDENTIAL (LOADING
 AREA)?
 12. FOR THE DAC REVIEW PLEASE PROVIDE COLORED
 ELEVATIONS (ALL THE BUILDINGS IN THE PROJECT). IN
 ADDITION PLEASE INSERT THE ELEVATIONS IN THE
 SURROUNDING CONTEXT.
 13. HOTEL DRAWINGS WERE NOT INCLUDED IN THE RESUBMITTAL
 PACKAGE. HOTEL DRAWINGS SHALL BE INCORPORATED WITH THE
 RESIDENTIAL PROJECT, FACADES SHALL HAVE THE SAME LEVEL
 OF DETAIL, AND SHALL INCLUDE CALL OUT MATERIALS.
 14. RESTAURANT FACADE IS NOT CONSISTENT WITH FLOOR
 PLANS: FACADE OF RESTAURANT SHOWS A SOLID WALL AT THE
 UPPER LEVEL TOWARDS THE PART BUT THE NOTE INDICATES
 STOREFRONT AS DEPICTED IN FLOOR PLANS.
 15. RENDERINGS SHALL ACCURATELY DEPICT THE PROPOSED
 DESIGN INCLUDED IN FLOOR PLANS AND LANDSCAPE DRAWINGS.
 RENDERIGN IN SHEET A-20 DEPITS A PLANTER ALONG THE WEST
 ELEVATION THAT IS NOT INCLUDED IN DRAWINGS, AND TREES
 ARE DEPICTED IN RAISED PLANTING BEDS NOT IN TREE GRATES
 AS PROPOSED IN LA DRAWINGS.
 16.LA DRAWINGS DO NOT REFLECT NEW RAMPS ALONG OLIVE
 AVENUE.
 17. LA SHEET LP-1.02 DOES NOT MATCH THE HOTEL BUILDING
 PLACEMENT ALONG NARCISSUS AVE (NORTH SIDE OF HOTEL).
 BUILDING IS MUCH CLOSER TO CURB IN SHEET Z.1.0 THAN IN
 LP-1.02. PLEASE ADJUST WITH CORRECT LOCATION.
 18. STAFF RECOMMENDS THE APPLICANT TO INCLUDE
 ADDITIONAL BIKE PARKING INSIDE THE GARAGE FOR HOTEL
 EMPLOYEES, AND INTALL SOME BIKE RACKS IN THE PUBLIC ROW
 FOR RETAIL USERS.
  
 PREVIOUS REVIEW:
 1. ACKNOWLEDGED- PROJECT WILL BE REQUIRED TO PAY FOR
 ANY REMOVED ON-STREET PARKING SPACES.
 2. NOT SATISFIED: STAFF UNDERSTANDS THE ABANDONMENT
 PROCESS WILL BE PROCESS SEPARATELY BUT SURVEY NEEDS TO
 INCLUDE SQUARE FOOTAGE OF NARCISSUS AVENUE TO INCLUDE
 IT AS PART OF THE FAR CACLULATIONS- IS NARCISSUS AVENUE
 PROPOSED TO BE ABANDONED? SURVEY NEEDS TO INCLUDE THE
 TOTAL SQUARE FOOTAGE OF THE PROPOSED ABANDONED AREA.
 3. SATISFIED- ELEVATORS AND STAIRS ARE COUNTED IN EVERY
 LEVEL. STAIRS WITHIN THE GARAGE USED BY THE RESIDENTIAL
 LEVEL SHALL BE COUNTED AS FAR.
 4. SATISFIED - LOADING DOCK AND SERVICE AREA ON 2ND
 STREET IS IMPACTING THE HISTORIC STRUCTURE ACROSS THE
 STREET. STAFF SUGGESTS A MEETING WITH THE CITY?S
 HISTORIC PRESERVATION PLANNER TO DISCUSS ALTERNATIVE
 DESIGNS TO MITIGATE THE NEGATIVE IMPACT.
 5. APPLICANT TO SUBMIT REQUEST FOR VARIANCE- PROJECT
 DOES NOT COMPLY WITH MINIMUM ACTIVE USES ALONG 2ND
 STREET.
 6. APPLICANT TO SUBMIT REQUEST FOR VARIANCE- PROJECT
 DOES NOT COMPLY WITH MINIMUM ACTIVE USES ABOVE 1ST
 FLOOR ON BANYAN BLVD.
 7. SATISFIED- BIKE STORAGE FOR RESIDENTIAL USE IS
 RECOMMENDED TO BE LOCATED ON 1ST FLOOR DUE TO SAFETY
 CONCERNS.
 8. NOT SATISFIED- TRAFFIC STUDY NEEDED. INCLUDE
 ADJACENT PROPOSED DEVELOPMENT.
 9. NOT SATISFIED: PLEASE PROVIDE PROTOMETRICS AND
 LIGHTING DETAILS -LIGHT FIXTURES ALONG FLAGLER DRIVE
 SHALL MATCH EXISTING LIGHTS ALONG THE WATERFRONT PARK.
 LIGHT FIXTURES ON OTHER STREET SHALL MEET DOWNTOWN CITY
 STANDARD.
 10 NOT SATISFIED: ADDITIONAL INFORMATION NEEDED. SPOT
 ELEVATIONS INDICATED ON SHEET LP-0.01 DO NOT MATCH
 CIVIL DRAWINGS. PLEASE PROVIDE CROSS SECTION TO EXPLAIN
 THE RELATIONSHIP BETWEN THE PARK AND THE SURROUNDING
 SIDEWALKS AND STREETS- PLEASE PROVIDE ADDITIONAL DETAIL
 ON THE DESIGN OF THE OPEN SPACE AT THE HELEN WILKES
 SITE AND ITS RELATIONSHIP WITH FLAGLER DRIVE.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
Review Stop Z ZONING
Rev No 1 Status F Date 03-08-2017 Cont ID  
Sent By aaponte Date 03-08-2017 Time 13:15 Rev Time 0.00
Received By aaponte Date 03-08-2017 Time 13:15 Sent To  
Notes
2017-03-08 13:18:531. PROJECT WILL BE REQUIRED TO PAY FOR ANY REMOVED
 ON-STREET PARKING SPACES.
 2. IS NARCISSUS AVENUE PROPOSED TO BE ABANDONED? SURVEY
 NEEDS TO INCLUDE THE TOTAL SQUARE FOOTAGE OF THE
 PROPOSED ABANDONED AREA.
 3. ELEVATORS AND STAIRS ARE COUNTED IN EVERY LEVEL.
 STAIRS WITHIN THE GARAGE USED BY THE RESIDENTIAL LEVEL
 SHALL BE COUNTED AS FAR.
 4. LOADING DOCK AND SERVICE AREA ON 2ND STREET IS
 IMPACTING THE HISTORIC STRUCTURE ACROSS THE STREET.
 STAFF SUGGESTS A MEETING WITH THE CITY?S HISTORIC
 PRESERVATION PLANNER TO DISCUSS ALTERNATIVE DESIGNS TO
 MITIGATE THE NEGATIVE IMPACT.
 5. PROJECT DOES NOT COMPLY WITH MINIMUM ACTIVE USES
 ALONG 2ND STREET.
 6. PROJECT DOES NOT COMPLY WITH MINIMUM ACTIVE USES
 ABOVE 1ST FLOOR ON BANYAN BLVD.
 7. BIKE STORAGE FOR RESIDENTIAL USE IS RECOMMENDED TO
 BE LOCATED ON 1ST FLOOR DUE TO SAFETY CONCERNS.
 8. TRAFFIC STUDY NEEDED. INCLUDE ADJACENT PROPOSED
 DEVELOPMENT.
 9. LIGHT FIXTURES ALONG FLAGLER DRIVE SHALL MATCH
 EXISTING LIGHTS ALOGN THE WATERFRONT PARK. LIGHT
 FIXTURES ON OTHER STREET SHALL MEET DOWNTOWN CITY
 STANDARD.
 10 PLEASE PROVIDE ADDITIONAL DETAIL ON THE DESIGN OF
 THE OPEN SPACE AT THE HELEN WILKES SITE AND ITS
 RELATIONSHIP WITH FLAGLER DRIVE.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
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