Plan Review Details - Project Z13110009
Plan Review Stops For Project Z13110009
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 12-11-2013 Cont ID  
Sent By rbrown Date 12-11-2013 Time 12:09 Rev Time 0.00
Received By rbrown Date 12-11-2013 Time 12:09 Sent To  
Notes
2013-12-11 12:23:06DEVELOPMENT 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 A5 FOR
 WHICH THE BASE FLOOD ELEVATION IS EL 7 NGVD. THE
 ELEVATION OF THE FIRST FLOOR OF THE BUILDING AND ALL
 ASSOCIATED MECHANICAL EQUIPMENT (CHILLERS, GENERATORS
 ETC.) SHALL BE 6 INCHES (FREEBOARD) ABOVE THAT BASE
 FLOOD ELEVATION.
  
 3. 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.
  
 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,
 CONNECTING ACCESSIBLE BUILDING OR FACILITY ENTRANCES
 WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE
 BUILDING OR FACILITY
  
 5. 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.
  
 6. THE PARKING GARAGE APPEARS TO BE FOR VALET USE ONLY.
 THOSE ARE COVERED/SHELTERED PARKING SPACES, THEREFORE
 SOME COVERED/SHELTERED ACCESSIBLE PARKING SPACES MUST
 BE PROVIDED FOR EQUIVALENT FACILITATION. PLEASE NOTE
 THAT NOT ALL VEHICLES MODIFIED FOR ACCESSIBILITY CAN BE
 OPERATED BY A VALET. 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
  
 7. 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)
  
 8. THE TYPE OF CONSTRUCTION FOR THE BUILDINGS SHALL BE
 IN ACCORDANCE WITH THE HEIGHT, AREA AND OCCUPANCY
 LIMITATIONS IN CHAPTER 5 OF THE FLORIDA BUILDING CODE
  
 9. 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.
  
 10. ENCLOSED PARKING GARAGES MUST HAVE EXHAUST SYSTEMS
 DESIGNED TO MINIMIZE NOISE LEVELS USING INLINE FAN
 SILENCERS OR OTHER APPROVED METHODS.
  
 11. ALL APPLICABLE PERMITS MUST BE OBTAINED BEFORE
 COMMENCING THE WORK.
  
 14. FOR STREET ADDRESSING CONTACT JAMES JUDGE, GIS
 COORDINATOR, AT (561) 822 1226
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status P Date 12-10-2013 Cont ID  
Sent By Mgonzale Date 12-10-2013 Time   Rev Time 1.00
Received By mgonzale Date 12-10-2013 Time   Sent To SURVEY
Notes
2013-12-10 05:16:37NO OBJECTION TO PROJECT, PASSED WITH PROVISOS
  
 #1 PROJECT WILL REQUIRE SANITARY SEWER RELOCATION AND
 SEWER REHABILITATION AT DEVELOPER'S EXPENSE.
  
 #2 PROJECT WILL REQUIRE NEW PUBLIC UTILITY EASEMENTS.
  
 #3 PROJECT WILL BE REQUIRED TO INTALA INDIVIDUAL
 DOMESTIC AND FIRE CONNECTIONS UNDER AN ENGINEERING
 DEVELOPMENT PERMIT AND
 OBTAIN A RIGHT-A-WAY PERMIT. METERS WILL BE JUST INSIDE
 YOUR PROPERTY IN A DEDICATED PUBLIC UTILITY EASEMENT.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date   Cont ID  
Sent By   Date 12-06-2013 Time 12:10 Rev Time  
Received By   Date 12-06-2013 Time 09:00 Sent To  
Notes
2013-12-06 12:07:15THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE. 561-804-4709
  
 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.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. 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.
  
 4. THE HOTEL STRUCTURE SHALL COMPLY WITH THE FLORIDA
 FIRE PREVENTION CODE, 2010 EDITION, INCLUDING BUT NOT
 LIMITED TO, CHAPTER 28, NEW HOTELS AND DORMITORIES.
  
 5. THE 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)
  
 6. THE SEPARATION AND OPENING PROTECTION BETWEEN THE
 PARKING GARAGE AND HOTEL SHALL BE IN ACCORDANCE AND
 COMPLIANCE WITH THE SPECIFIC AND MOST STRINGENT
 PROVISION REQUIREMENT OF EITHER CHAPTER.
  
 7. ALL VERTICAL AND HORIZONTAL FIRE SEPARATIONS FOR
 THIS BUILDING SHALL BE CLEARLY IDENTIFIED AND
 INDICATED. ALL FIRE RATED OPENING PROTECTIONS (FIRE
 DOORS AND HARDWARE) SHALL BE CLEARLY IDENTIFIED AND
 INDICATED IN THE DOOR SCHEDULE.
  
 8. AN APPROVED SINGLE-STATION SMOKE ALARM SHALL BE
 INSTALLED IN EVERY GUEST ROOM AND EVERY LIVING AREA AND
 SLEEPING ROOM WITHIN A GUEST SUITE.
  
 9. INTERIOR FINISH CLASSIFICATIONS FOR ALL WALLS AND
 CEILINGS SHALL BE CLEARLY INDICATED ON THE SUBMITTED
 BUILDING PERMIT PLAN.
  
 10. A NFPA 13 COMPLAINT FIRE SPRINKLER SYSTEM AND NFPA
 14 COMPLIANT WET STANDPIPE SYSTEM ARE REQUIRED FOR THE
 HOTEL AND PARKING GARAGE. SEPARATE SHOP DRAWINGS, ARE
 REQUIRED TO BE SUBMITTED, REVIEWED AND APPROVED BY THE
 FIRE PREVENTION BUREAU PRIOR TO ANY INSTALLATION.
  
 11. THE LOCATION OF THE FDC'S, FIRE DEPARTMENT CONTROL
 ROOM, ANNUNCIATOR PANEL, FIRE PUMP ROOM, AND FIRE
 LANES, SHALL BE DISCUSSED, REVIEWED AND APPROVED
 THROUGH THE COORDINATED EFFORTS AND MEETINGS WITH THE
 FIRE MARSHAL AND THE STAFF OF THE BUREAU OF FIRE
 PREVENTION.
  
 12. A 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.
  
 13. ALL EXIT DISCHARGE LOCATIONS SHALL BE CLEARLY
 ILLUSTRATED ON THE PLAN. TACTILE SIGN SHALL BE
 INSTALLED AT ALL EXIT DOORS. ALL DOORS THAT OPEN ONTO
 EXIT ACCESS CORRIDORS SHALL BE AT LEAST 20 MINUTE FIRE
 RATED AND BE EQUIPPED WITH SELF-CLOSING DEVICES THAT
 CAUSE THE DOOR TO POSITIVELY LATCH WHEN CLOSED. THIS
 REQUIREMENT SHALL BE CLEARLY INDICATED AND ILLUSTRATED
 ON THE DOOR SCHEDULE.
  
 14. ALL ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING
 EQUIPMENT SHALL BE ILLUSTRATED ON THE PLAN.
  
 15. IN THE PARKING GARAGE, THE EXIT DOORS OF THE EAST
 STAIRWELL ON THE 2ND AND 3RD LEVEL SHALL SWING IN THE
 DIRECTION OF EGRESS.
  
 16. IN THE HOTEL ON THE 2ND FLOOR, AT THE END OF THE NE
 CORRIDOR, AT THE TOP OF THE STAIRS, THE EXIT DOOR SHALL
 SWING IN THE DIRECTION OF EGRESS.
  
 17. ALL KITCHEN EQUIPMENT AND OPERATIONS SHALL BE
 INDICATED AND LOCATED ON THE SUBMITTED PLAN AND COMPLY
 WITH NFPA 96, STANDARD FOR VENTILATION CONTROL AND FIRE
 PROTECTION OF COMMERCIAL COOKING OPERATIONS.
  
 18. ALL BACK OF HOUSE EQUIPMENT AND OPERATIONS SHALL BE
 INDICATED ON THE SUBMITTED PLANS.
  
 19. ALL EXERCISE EQUIPMENT CONTAINED WITHIN THE FITNESS
 CENTER SHALL BE INDICATED ON THE SUBMITTED PLANS.
  
 20. BUILDING ADDRESSES ARE REQUIRED ON THE BUILDING.
 THE ADDRESS IS TO BE A MINIMUM OF AT LEAST 6" HIGH AND
 CONTRAST TO THE BACKGROUND THAT THEY ARE AFFIXED.
  
 21. FLAME SPREAD DETAILS ON ALL FOAM BACKED STUCCO TRIM
 PLANNED FOR BUILDING SHALL BE PROVIDED FOR AND/OR
 IDENTIFIED AND INDICATED ON THE PLAN.
  
 22. ALL PORTABLE FIRE EXTINGUISHERS LOCATIONS SHALL BE
 CLEARLY IDENTIFIED AND INDICATED ON THE PLAN.
  
 23. COMPLETE LIFE SAFETY PLANS FOR THE BUILDING SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, DEAD-END CORRIDORS AND ALL FIRE SAFETY
 EQUIPMENT.
  
 24. THE FIRE RATING OF ALL SHAFTS SHALL BE CLEARLY
 INDICATED ON THE BUILDING PLAN.
  
 25. REQUIRED FIRE SEPARATIONS BETWEEN EACH APARTMENT
 AND/OR TENANT SHALL BE CLEARLY INDICATED AND
 ILLUSTRATED ON THE BUILDING PLAN.
  
 26. REQUIRED CORRIDOR FIRE RATING SHALL BE CLEARLY
 INDICATED AND ILLUSTRATED ON THE BUILDING PLAN.
  
 27. TEMPORARY STANDPIPES ARE REQUIRED WHEN THE BUILDING
 REACHES THREE LEVELS OR THIRTY FEET WHILE BEING
 CONSTRUCTED.
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop L LANDSCAPING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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Notes
***NONE***
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop POLICE POLICE
Rev No 2 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By ktucker Date 01-08-2014 Time 09:06 Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status P Date 01-06-2014 Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2014-01-06 10:49:41PROJECT IS PASSED WITH LISTED PROVISIONS REQUIRING
 ATTENTION:
  
 1. RESTAURANT IS OUTLINED IN PLANS HOWEVER NO
 ACCOMMODATION IS PROVIDED FOR OIL/GREASE/WATER
 SEPARATOR.
  
 2. SANITARY SEWER CLEAN-OUT APPEARS NON-ACCESSIBLE IN
 LOCATION BEHIND ARCHITECTURAL KNEE-WALL FACING FLAGLER
 AVENUE.
  
 3. PROPOSED RELOCATION OF 18? PVC SANITARY SEWER MAIN
 SHOWS THREE (3) NEW MANHOLES WITHOUT THE NECESSARY
 INFORMATION FOR RIM AND INVERT ELEVATIONS. A FOURTH
 MANHOLE IS PROPOSED TO REPLACE AN EXISTING MANHOLE
 (SSMH7889), HOWEVER THE PROPOSED NORTH INVERT
 (DOWNHILL) ELEVATION IS (-) 3.46 AND THE PRECEDING
 UPHILL 70 FEET OF SANITARY MAIN IS ONLY (-) 3.49.
  
  
  
 JACKSON LOEBIG
 O&M SUPERINTENDENT
 PUBLIC UTILITIES DEPARTMENT
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
  
 TEL: 561 494-1067
 CELL: 561 951-7656
  
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 01-22-2014 Cont ID  
Sent By tward Date 01-22-2014 Time 21:55 Rev Time 0.00
Received By tward Date   Time   Sent To  
Notes
2014-01-22 22:09:131. COMMENTS 1, 2, 4, AND 7 FROM SECOND REVIEW NOT
 ADDRESSED.
 2. MANHOLE NORTH OF PROPOSED CB#3 IN DROPOFF AREA WILL
 NEED A RISER SECTION TO BRING RIM TO PROPOSED GRADE.
 3. PROPOSED GREASE TRAP IS NOT SHOWN ON THE LANDSCAPE
 PLANS.
  
 TRACY L. WARD, P.E.
 ENGINEERING AND PUBLIC WORKS DEPARTMENT
 561-494-1120
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 01-03-2014 Cont ID  
Sent By tward Date 01-03-2014 Time 13:27 Rev Time 0.00
Received By tward Date   Time   Sent To  
Notes
2013-12-23 13:54:431. COMMENTS 2, 8, 9 AND 10 FROM FIRST REVIEW STILL
 OUTSTANDING.
 2. INCLUDE LATEST SURVEY IN THE ARCHITECTURAL SET OF
 PLANS.
 3. AVOID PLANTING TREES WITHIN 5 FEET OF UTILITIES.
 4. ON CONCEPTUAL SITE ENGINEERING PLAN, THERE IS AN
 EXISTING CB EAST OF SURVEY LINE L4 NOTED TO REMAIN. IT
 APPEARS THIS CB IS WITHIN THE PAVED VALET ENTRANCE RAMP
 THAT WILL BE AT 10% SLOPE.
 5. THE HANDRAILS OF THE CONCRETE RAMPS ON BOTH SIDES OF
 THE HOTEL ENTRANCE SHOULD NOT PROTRUDE OVER THE
 SIDEWALK/WALKWAY ALONG THE STREET OR SEAWALL.
 6. RELOCATE SANITARY SEWER MAIN FROM UNDER THE PROPOSED
 RETAINING WALL OF PARKING LOT.
 7. PROVIDE INVERT ELEVATIONS FOR EXISTING SANITARY
 SEWER MANHOLE APPROXIMATELY 162 LF NORTH OF PROPOSED
 SANITARY MANHOLE #3.
 8. SLOPE IS FLAT FOR THE EXISTING 18" SANITARY SEWER
 PIPE BETWEEN MH8 AND MH10 ON BOUNDARY SURVEY SHEET.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING AND PUBLIC WORKS DEPARTMENT
 561-494-1120
Review Stop STORM STORMWATER
Rev No 1 Status F Date 12-11-2013 Cont ID  
Sent By tward Date 12-11-2013 Time 08:41 Rev Time  
Received By tward Date   Time   Sent To  
Notes
2013-12-11 09:45:561. PARCEL LINE BEARINGS AND DISTANCES NOT SHOWN ON THE
 BOUNDARY SURVEY.
 2. CONDITION ASSESSMENT OF THE EXISTING STORMWATER
 PIPES ON THE PROPERTY TO BE PROVIDED.
 3. ON CONCEPTUAL SITE ENGINEERING PLAN SHEET 1 OF 2, CB
 #3 IS LISTED TO BE CONSTRUCTED OVER 24" RCP. PIPE IS
 LABELED AS 36" RCP TO THE WEST OF CB.
 4. CB'S #1, #2, AND #3 SHOULD BE CONSTRUCTED WITH
 BAFFLES ON THE EAST WALL TO PREVENT FLOATABLES FROM
 FLOWING INTO LAKE WORTH LAGOON AND WITH SUMPS TO
 COLLECT SEDIMENTWITHIN THE DRAINAGE PIPES.
 5. SHOW UTILITIES ON THE LANDSCAPE PLANS. AVOID
 PLANTING TREES WITHIN FIVE FEET EITHER SIDE OF UTILITY
 LINES.
 6. SHOW THE PROPOSED FINISHED FLOOR ELEVATION ON THE
 ENGINEERING PLAN. HOW WILL THE FINISHED FLOOR
 TRANSITION TO THE EXISTING PARKING ON THE NORTH SIDE.
 7. THE SOUTH ELEVATION (SHEET A11) SHOWS THE DOCK LEVEL
 WITH THE SEAWALL WALKWAY. THE NORTH ELEVATION (SHEET
 A11B) SHOWS THE DOCK LOWER THAN THE WALKWAY.
 8. PROVIDE COPY OF SFWMD ERP BEFORE START OF
 CONSTRUCTION.
 9. NPDES STORMWAER CONSTRUCTION PERMIT TO BE OBTAINED
 BEFORE START OF CONSTRUCTION.
 9. PROVIDE SWPPP AND FINAL PAVING, GRADING AND DRAINAGE
 PLANS WITH ENGINEERING PERMIT APPLICATION.
  
 TRACY L. WARD, P.E.
 SENIOR STORM WATER ENGINEER
 ENGINEERING AND PUBLIC WORKS DEPARTMENT
 (561) 494-1120.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 12-10-2013 Cont ID  
Sent By vnoel Date 12-10-2013 Time 09:04 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2013-12-10 11:00:111. ADD VERTICAL DATUM NOTE AND BENCHMARK INFORMATION TO
 SURVEY. LINE TABLE IS MISSING.
 2. ADD BOUNDARY LINES TO SITE PLAN AND GROUND FLOOR
 PLAN. ADD STMH'S TO AS-BUILT TABLE.
 3. TWO COMPACTOR AREAS ON GROUND FLOOR PLAN ARE NOTED
 AS LOADING ON SITE PLAN
 4. PROPOSED GARBAGE COLLECTION WILL NEED APPROVAL OF
 FERDINAND RIVERA, SANITATION SUPERINTENDENT.
 5. PROPOSED LANDSCAPING WILL CONFLICT WITH THE PROPOSED
 RELOCATION OF THE SANITARY SEWER SYSTEM.
 6. IT APPEARS SOME IMPROVEMENTS WILL ENCROACH INTO THE
 COMMERCIAL UNIT C-1 AS WELL AS INGRESS AND EGRESS.
 7. THE EXISTING POOL AND DECKING APPEARS TO CONFLICT
 WITH PROPOSED VEHICULAR TRAFFIC.
 8. BASE FLOOD ELEVATION IS 7.0' NGVD-29. WHAT IS
 PROPOSED FINISH FLOOR? SHEET A12 SHOWS ENTRANCE AT
 7.50' BUT ENG. PLANS SHOW EXISTING AS 4.0'+/-.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date   Cont ID  
Sent By   Date 01-24-2014 Time   Rev Time 0.00
Received By bcollins Date 01-24-2014 Time 14:10 Sent To  
Notes
2014-01-24 14:13:32PROPOSED CONDITION:
  
 AN ACCEPTABLE SIGNAGE AND PAVEMENT MARKING PLAN
 COVERING THE SITE ACCESS BETWEEN FLAGLER DRIVE AND THE
 PROPOSED GARAGE AND ACESS TO WATERVIEW TOWERS MUST BE
 SUBMITTED WITH THE ENGINEERING PERMIT APPLICATION.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 01-03-2014 Time   Rev Time 0.00
Received By bcollins Date 01-03-2014 Time 09:58 Sent To  
Notes
2014-01-03 10:00:48COMMENT 1 FROM PREVIOUS REVIEW DOES NOT APPEAR TO HAVE
 BEEN ADDRESSED. - NEED TO SEE HOW THE SHARED DRIVEWAY
 WITH WATERVIEW TOWERS WORKS - SIGNING AND STRIPING.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 12-11-2013 Time   Rev Time 0.00
Received By bcollins Date 12-11-2013 Time 11:50 Sent To  
Notes
2013-12-11 11:55:041. NEED TO SEE HOW THE SHARED DRIVEWAY WITH WATERVIEW
 TOWERS WORKS - SIGNING AND STRIPING.
 2. NEED LOCAL AREA TRAFFIC IMPACT STUDY IN ADDITION TO
 CONCURRENCY STUDY.
 3. BANYAN IS MAIN ROUTE OUT OF DOWNTOWN, YET STUDY ONLY
 ASSIGNS 5% OF TRAFFIC TO BANYAN. NEED TO RE-VISIT
 TRAFFIC ASSUMPTIONS.
 4. IF VALET PICKS UP VEHICLES AT HOTEL DROP-OFF VIA
 SOUTH DRIVEWAY AND PARKS IN GARAGE VIA NORTH DRIVEWAY,
 THEN TRAFFIC STUDY NEEDS TO INCLUDE THESE ADDITIONAL
 TRIPS.
Review Stop Z ZONING
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
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Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 01-03-2014 Cont ID  
Sent By aaponte Date 01-03-2014 Time 16:22 Rev Time 0.00
Received By aaponte Date   Time   Sent To  
Notes
2014-01-03 14:47:561. THE SITE AREA INDICATED ON SURVEY IS DIFFERENT THAT
 THE SITE AREA INDICATED ON SHEET A0. PLEASE CHECK AND
 CORRECT.
 2. TRAFFIC REPORT STATES THE PROJECT HAS 102 ROOMS.
 PLEASE CORRECT TO THE 108 ROOM PROPOSAL.
 3. COLORED ELEVATIONS INSERTED IN THE CONTEXT, AND
 UPDATED RENDED ARE REQUIRED TO CONTINUE THE PROJECT
 REVIEW. STREET LEVEL RENDERS SHALL BE PROVIDED FOR THE
 VIEW FROM FLAGLER DRIVE AND FROM BOARDWALK.
 4. SUBMITTED RENDERS SHOW A GREEN WALL SCREENING THE
 GARAGE, HOWEVER, THE LA DRAWINGS DO NOT INDICATE ANY
 TYPE OF PLANT MATERIAL THAT WOULD CREATE SUCH EFFECT.
 5. THE SW CORNER OF THE BUILDING SHALL BE ACTIVATED
 WITH THE ADMIN USES, AND THE LUGGAGE STORAGE CAN BE
 RELOCATED BEHIND THE CHECK- IN COUNTER.
 6. THE 1ST AND 2ND FLOOR HOTEL FACADE ALONG FLAGLER
 SHALL BE ENHANCED TO PROMOTE ADDITIONAL INTERACTION
 WITH THE STREET.
 7. OUTDOOR RESTAURANT SEATING COUNTS AS SQUARE FOOTAGE
 FOR PARKING CALCULATION. PLEASE ADJUST.
 8. THE PEDESTRAIN ENTRANCE FROM FLAGLER DRIVE AND THE
 BOARD WALK SHALL BE ENHANCED TO CREATE A MORE FRIENDLY
 RESPONSE TO THE PEDESTRIANS.
 9. PARKING DECK ROOF SHALL BE TREATED WITH AN
 AESTHERICALLY PLEASING SURFACE. IT COULD BE A
 NON-USABLE GREEN ROOF.
 10.HOW WIDE IS THE EXISTING SIDEWALK? IF 3' AS SHOWN ON
 SURVEY IT NEEDS TO BE WIDEN TO AT LEAST 10'. SOME
 DRAWINGS SHOW 10' BUT THE CIVIL DRAWINGS INDICATE
 EXISTING SIDEWALK IS MAINTAINED.
 11. THE CALCULATIONS FRO THE GROSS BUILDING AREA SHALL
 NOT INCLUDE THE PARKING STRUCTURE.
 12. WHY IS THE SQUARE FOOTAGE OF THE 2ND FLOOR GARAGE
 SHOWN AS ONLY 6,255SF?
 13. PLEASE INCLUDE A DIAGRAM INDICATING THE EXACT AREAS
 CALCULATED FOR THE OPEN SPACE, PUBLI PLAZA, LA,
 PEDESTRIAN CIRCULATION AND VEHICULAR CIRCULATION.
 14. THE PAVED VEHICULAR CIRCULATION EXCEEDS THE MAXIMUM
 15% OF LOT AREA ALLOWED.
 15. THE CITY WILL CONDUCT AN INDEPENDENT ASSESSMENT OF
 THE EXISTING ROYAL PALMS ALONG FLAGLER TO DETERMINE IF
 ANY REPLACEMENTS ARE NECESSARY.
 16. IT IS RECOMMENDED THE NEW PLAZA DESIGN FOLLOWS THE
 WATERFRONT PARK THEME. IT SHALL INCLUDE BENCHES, TRASH
 CANS, DRINKING FOUNTAINS AND ADDITIONAL SHADE.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
Review Stop Z ZONING
Rev No 1 Status F Date 12-10-2013 Cont ID  
Sent By aaponte Date 12-10-2013 Time 15:09 Rev Time 0.00
Received By aaponte Date 12-10-2013 Time 15:09 Sent To  
Notes
2013-12-10 16:30:201. PROPOSED REZONING REQUEST WILL REQUIRE PLANNING
 BOARD AND CITY COMMISSION APPROVAL.
  
 2.COMPLIANCE WITH CC-2 PLANNED DEVELOPMENT REGULATIONS:
 A. A WAVER FROM THE MINIMUM 150' LOT WIDTH WILL BE
 REQUIRED.
 B. PROPOSED BUILDING DOES NOT COMPLY WITH THE MINIMUM
 10' SETBACK REQUIRED FOR ADJOINING PROPERTY LINES
 (NORTH SIDE).
 C. PROPOSED BUILDING DOES NOT COMPLY WITH THE MINIMUM
 SETBACK ABOVE 40' IN HEIGHT. REQUIRED SETBACK ALONG
 FLAGLER DRIVE IS 100' . HOTEL BUILDING IS SETBACK 15' .
 D. PROPOSED PROJECT DOES NOT COMPLY WITH THE MINIMUM
 REQUIRED PLAZA AREA. A MINIMUM OF 15% OF TOTAL LOT AREA
 IS REQUIRED. PROJECT PROVIDES 1% .
 E. PROPOSED PROJECT DOES NOT COMPLY WITH THE MAXIMUM
 OPEN SPACE PAVED CIRCULATION AREA COVERAGE. A MAXIMUM
 15% OF THE LOT AREA CAN BE PAVED CIRCULATION.
 F. PLEASE CLARIFY THE PRESENTED NUMBERS FOR PAVED
 VEHICULAR AND VEHICULAR CIRCULATION, WHAT IS THE
 DIFFERENCE BETWEEN THESE TWO?
 G. PROPOSED BUILDINGS DO NOT COMPLY WITH THE MINIMUM
 10' SEPARATION BETWEEN BUILDINGS.
 H. PROPOSED BUILDINGS ARE CONSIDERED SEPARATE
 BUILDINGS, HOWEVER IF THEY ARE NOT SEPARATED THEY DO
 NOT COMPLY WITH THE MAXIMUM N-S MAXIMUM BUILDING WIDTH
 OF 120'.
 I. SIDEWALK SHALL BE A MINIMUM OF 10' IN WIDTH.
  
 3. GENERAL COMPLIANCE WITH PLANNED DEVELOPMENT
 REGULATIONS:
 A. PARKING LOT SHALL PROVIDE A MINIMUM 5' LANDSCAPE
 BUFFER AROUND THE ENTIRE PARKING.
 B. PHOTOMENTRIC PLANS WILL BE REQUIRED.
 C. IS THE FITNESS CENTER OPEN TO THE GENERAL PUBLIC OR
 IT IS FOR HOTEL GUESTS ONLY? IF IT IS ONLY AN AMENITY
 FOR HOTEL GUESTS, PARKING REQUIREMENTS ARE NOT
 APPLICABLE.
 D. PROPOSED LOADING SPACES ARE ENCROACHING INTO THE
 PARKING CIRCULATION AREA. PLEASE PROVIDE AUTO-TURN TO
 CONFIRM MANOUVERING SPACE.
 E. BICYCLE PARKING IS REQUIRED ON A RATIO OF 1/20
 PARKING SPACES REQUIRED.
 F. A WAIVER FROM THE MINIMU PD AREA WILL BE REQUIRED.
 G. PLEASE CONFIRM COMPLIANCE WITH SECTION 94-442 OF THE
 ZONING CODE REGARDING NUMBER OF TREES REQUIRED PER
 TOTAL OPEN SPACE.THE TOTAL OPEN SPACE IS ANYTHING THAT
 DOES NOT HAVE A BUILDING (37,439SF PROPOSED AS OPEN
 SPACE = 23 SHADE TREES REQUIRED; 6 FLOWERING TREES
 REQUIRED, 75 SHRUBS).
 H. THE LANDSCAPE DESIGN OPTIONS (SEC 94-442(E) ARE NOT
 APPLICABLE FOR THIS PROPERTY.
 I. A PROTECTIVE SCREEN WALL AND A LANDSCAPE BUFFER
 SHALL BE INSTALL ADJACENT TO THE RESIDENTIAL PROPERTY
 (NORTH PROPERTY LINE). SEC 94-443(A)- WALL SHALL BE AT
 LEAST 5 FEET IN HEIGHT, BUT SHALL BE SETBACK 20' FRONT
 THE FRONT PROPERTY LINE. BUFFER SHALL INCLUDE 1 TREE
 FOR EVERY 30 LINEAR FEET (5 TREES REQUIRED).
 J. PARKING LOT INTERIOR ISLANDS AND TERMINAL ISLANDS
 SHALL CONTAIN A SHADE OR FLOWERING TREE.
  
 4. GENERAL COMMENTS
 A. PLEASE PROVIDE INFORMATION REGARDING THE FLOOD PLANE
 ELEVATION FOR THE PROPOSED BUILDING. IS THE PARKING LOT
 LEVEL RAISED FROM CURRENT CONDITIONS? PLEASE PROVIDE A
 SECTION TO DETERMINE ANY IMPACT ON THE RELATIONSHIP
 WITH THE PUBLIC REALM ALONG FLAGLER DRIVE, AND THE
 BOARDWALK.
 B. A TRAFFIC CONCURRENCY LETTER FROM THE COUNTY WILL BE
 REQUIRED FOR THIS PROJECT.
 C. PLEASE IDENTIFY THE LOCATIONS OF THE DUMPSTERS.
  
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
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