Plan Review Details - Project Z11120014
Plan Review Stops For Project Z11120014
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 12-20-2012 Cont ID  
Sent By lmartine Date 02-08-2012 Time 09:08 Rev Time 0.00
Received By aaponte Date 12-17-2012 Time 12:17 Sent To  
Notes
2012-02-08 10:15:39BUILDING REVIEW COMMENTS
  
  
  
 BUILDING PERMIT APPLICATIONS SUBMITTED AFTER MARCH 15TH
 2012 WILL BE REVIEWED WITH THE FLORIDA BUILDING CODE (
 FBC ) 2010 EDITION.
  
 ALL PUBLIC USE AREAS SHALL BE ACCESSIBLE PER FBC
 CHAPTER 11. IDENTIFY REQUIRED ACCESSIBLE SLEEPING
 ROOMS.
  
 PLEASE SEE FBC SECT. 505 FOR MEZZANINE REQUIREMENTS IE:
 ALLOWABLE AREA, EGRESS AND VERTICAL ACCESSIBILITY.
  
 SEE FBC 1024 EXCEPTION: 1.1, YOUR INTERIOR STAIR EXIT
 DISCHARGE SHALL OPEN TO A FREE AND UNOBSTRUCTED WAY TO
 THE EXTERIOR OF THE BUILDING READILY VISIBLE AND
 IDENTIFIABLE. EXIT CAPACITY CALCULATIONS SHOWING LESS
 THAN 50% OF TOTAL OCCUPANCY WILL BE REQUIRED ON THE
 LIFE SAFETY PLAN.
  
 PROVIDE ALLOWABLE OPENING AREA CALCULATIONS FOR THE
 NORTH AND EAST ELEVATIONS, SEE FBC 704.8. ALSO SHOW
 COMPLIANCE WITH 704.9 FOR VERTICAL SEPARATION OF
 OPENINGS.
  
 FBC 1406.2 WILL APPLY FOR ANY COMBUSTIBLE MATERIALS.
  
 PAGE A-1, CLEMATIS ST. EXIT STAIR DOOR SEEMS TO BE
 SLIGHTLY ENCROACHING THE PUBLIC RIGHT OF WAY WHEN FULLY
 OPEN.
  
  
  
  
 THANK YOU,
 LUIS MARTINEZ
 561-805-6710
  
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 05-01-2012 Cont ID  
Sent By   Date 05-01-2012 Time   Rev Time 0.00
Received By bmoree Date 05-01-2012 Time 13:57 Sent To  
Notes
2012-05-01 13:58:471. ENGINEERING SERVICES PERMITS ALL SITE DEVELOPMENT
 CIVIL ENGINEERING AND RIGHT-OF-WAY IMPROVEMENTS. A
 SEPARATE PERMIT APPLICATION MUST BE SUBMITTED FOR THIS
 PROJECT DIRECTLY TO ENGINEERING SERVICES. ALL
 APPLICABLE DOCUMENTS ARE AVAILABLE ON THE CITY'S WEB
 PAGE. (CITY OF WEST PALM BEACH, ENGINEERING SERVICES,
 FORMS AND PUBLICATIONS)
  
 2. METAL CABINET IDENTIFIED ADJACENT THE BUILDING'S NW
 CORNER IN C-2, IS AN ELECTRICAL CABINET FOR THE THE
 CITY'S STREET LIGHTING. THE CABINET APPEARS IT MAY
 CONFLICT WITH THE PROPOSED ADA RAMP. IF THE CABINET IS
 IN CONFLICT THE DEVELOPER SHOULD CONTACT THE CITY AS
 SOON AS POSSIBLE REGARDING A RELOCATION PLAN. IF THE
 CABINET IS TO REMAIN, THE CITY MAY CONSIDER ALLOWING
 THE CABINET TO BE PAINTED TO BLEND WITH THE BUILDING
 ARCHITECTURE.
  
 3. PROPOSED UTILITY WORK ON C-2 IS DESIGNED ON OUTDATED
 AS-BUILT RECORDS. UPDATED FDOT AS-BUILTS RECORDS WERE
 PROVIDED TO THE PROJECT EOR FOR REVISION.
  
 4. LANDSCAPE PLAN FOR THE PUBLIC RIGHT-OF-WAY MUST BE
 REVISED TO A MATCHED CORRIDOR PLAN.
  
 5. REPLACE STANDARD DETAILS IN C-3 WITH APPLICABLE CITY
 OR FDOT DESIGN STANDARD DETAILS.
  
 6. SUBMIT AN AERIAL UTILITY RELOCATION PLAN FOR ANY
 PROPOSED WORK IN THE ALLEY OR PUBLIC RIGHT-OF-WAY.
  
 7. PUBLIC SIDEWALKS AND ROADWAYS MAY NOT BE OBSTRUCTED,
 BLOCKED, OR UTILIZED FOR CONSTRUCTION ACTIVITY,
 MATERIAL DROP-OFF, MATERIAL STORAGE, MATERIAL
 INGRESS/EGRESS, OFF-LOADING, OR ANY OTHER RELATED
 CONSTRUCTION ACTIVITY WITHOUT THE A VALID RIGHT-OF-WAY
 CONSTRUCTION PERMIT AS ISSUED BY ENGINEERING SERVICES.
 I IT IS HIGHLY RECOMMENDED THE PROJECT SCHEDULE A
 MEETING WITH ENGINEERING SERVICES AS SOON AS POSSIBLE
 TO DISCUSS PROPOSED CONSTRUCTION SCHEDULES,
 METHODOLOGY, AND NEEDS.
  
 8. CURB PROFILE AND WIDTH MUST MATCH EXISTING. EXISTING
 CURB WIDTH IS 12".
  
 BRIAN R. MOREE
 ENGINEERING CONSTRUCTION MANAGER
 ENGINEERING SERVICES
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET
 WEST PALM BEACH, FLORIDA 33401
 561-494-1098 OFFICE
 561-644-7270 MOBILE
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 02-09-2012 Cont ID  
Sent By bmoree Date 02-09-2012 Time 09:54 Rev Time 0.00
Received By bmoree Date 02-09-2012 Time 09:53 Sent To  
Notes
2012-02-09 10:01:491. ENGINEERING SERVICES PERMITS ALL SITE DEVELOPMENT
 CIVIL ENGINEERING AND RIGHT-OF-WAY IMPROVEMENTS. A
 SEPARATE PERMIT APPLICATION MUST BE SUBMITTED FOR THIS
 PROJECT DIRECTLY TO ENGINEERING SERVICES. ALL
 APPLICABLE DOCUMENTS ARE AVAILABLE ON THE CITY'S WEB
 PAGE. (CITY OF WEST PALM BEACH, ENGINEERING SERVICES,
 FORMS AND PUBLICATIONS)
  
 2. METAL CABINET IDENTIFIED ADJACENT THE BUILDING'S NW
 CORNER IN C-2, IS AN ELECTRICAL CABINET FOR THE THE
 CITY'S STREET LIGHTING. THE CABINET APPEARS IT MAY
 CONFLICT WITH THE PROPOSED ADA RAMP. IF THE CABINET IS
 IN CONFLICT THE DEVELOPER SHOULD CONTACT THE CITY AS
 SOON AS POSSIBLE REGARDING A RELOCATION PLAN. IF THE
 CABINET IS TO REMAIN, THE CITY MAY CONSIDER ALLOWING
 THE CABINET TO BE PAINTED TO BLEND WITH THE BUILDING
 ARCHITECTURE.
  
 3. PROPOSED UTILITY WORK ON C-2 IS DESIGNED ON OUTDATED
 AS-BUILT RECORDS. UPDATED FDOT AS-BUILTS RECORDS WERE
 PROVIDED TO THE PROJECT EOR FOR REVISION.
  
 4. LANDSCAPE PLAN FOR THE PUBLIC RIGHT-OF-WAY MUST BE
 REVISED TO A MATCHED CORRIDOR PLAN.
  
 5. REPLACE STANDARD DETAILS IN C-3 WITH APPLICABLE CITY
 OR FDOT DESIGN STANDARD DETAILS.
  
 6. SUBMIT AN AERIAL UTILITY RELOCATION PLAN FOR ANY
 PROPOSED WORK IN THE ALLEY OR PUBLIC RIGHT-OF-WAY.
  
 7. PUBLIC SIDEWALKS AND ROADWAYS MAY NOT BE OBSTRUCTED,
 BLOCKED, OR UTILIZED FOR CONSTRUCTION ACTIVITY,
 MATERIAL DROP-OFF, MATERIAL STORAGE, MATERIAL
 INGRESS/EGRESS, OFF-LOADING, OR ANY OTHER RELATED
 CONSTRUCTION ACTIVITY WITHOUT THE A VALID RIGHT-OF-WAY
 CONSTRUCTION PERMIT AS ISSUED BY ENGINEERING SERVICES.
 I IT IS HIGHLY RECOMMENDED THE PROJECT SCHEDULE A
 MEETING WITH ENGINEERING SERVICES AS SOON AS POSSIBLE
 TO DISCUSS PROPOSED CONSTRUCTION SCHEDULES,
 METHODOLOGY, AND NEEDS.
  
  
 BRIAN R. MOREE
 ENGINEERING CONSTRUCTION MANAGER
 ENGINEERING SERVICES
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET
 WEST PALM BEACH, FLORIDA 33401
 561-494-1098 OFFICE
 561-644-7270 MOBILE
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 10-19-2012 Cont ID  
Sent By ddaniels Date 10-19-2012 Time 13:04 Rev Time 0.00
Received By ddaniels Date 10-19-2012 Time 13:03 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 04-23-2012 Cont ID  
Sent By ddaniels Date 04-23-2012 Time 09:08 Rev Time 0.00
Received By ddaniels Date 04-23-2012 Time 09:07 Sent To  
Notes
2012-04-23 09:11:19FIRE PLAN REVIEW
  
 PLANS REVIEWED BY FIRE ***DENIED***
  
  
 1.) DESIGN SHALL CONFORM TO THE 2010 EDITION OF THE
 FLORIDA FIRE PREVENTION CODE WHICH CONTAINS THE FLORIDA
 EDITION OF NFPA 1 AND NFPA 101.
  
  
  
  
 DERRICK L. DANIELS, BATTALION CHIEF
 WEST PALM BEACH FIRE RESCUE
 FIRE & LIFE SAFETY PLAN REVIEW
 (561) 805-6733
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 04-04-2012 Cont ID  
Sent By ddaniels Date 04-04-2012 Time 11:40 Rev Time 0.00
Received By ddaniels Date 03-01-2012 Time 11:38 Sent To  
Notes
2012-03-01 11:38:3102/07/2012 PLANNING BOARD CASE NO. 11-02 (Z11120014)
 335 CLEMATIS STREET
 REVIEW COMMENTS - FIRE DEPARTMENT
  
  
 1. DESIGN SHALL CONFORM TO THE 2010 EDITION OF THE
 FLORIDA FIRE PREVENTION CODE WHICH CONTAINS THE FLORIDA
 EDITION OF NFPA 1 AND NFPA 101.
 2. ALL DEMOLITION WORK SHALL CONFORM TO THE
 REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION DEBRIS
 SHALL BE REMOVED FROM THE SITE DAILY.
 3. THE ENTRANCE INTO THE VALET SERVICES SHOWS THE FLOW
 OF TRAFFIC TRAVELING IN THE WRONG DIRECTION (NORTH) ON
 DIXIE HIGHWAY. ONE WAY TRAFFIC (SOUTH) EXITS AT THIS
 LOCATION.
 4. LOCATE THE FIRE PUMP ROOM ON THE FIRST FLOOR;
 PREFERABLY WITH EXTERIOR ACCESS.
 5. SEVERAL OF THE DOORS ON THE THIRD FLOOR AND ROOF
 (ASSEMBLY OCCUPANCY) SWING AGAINST THE PATH OF EGRESS.
 6. INDICATE THE LOCATION FOR EMERGENCY VEHICLES TO
 PARK/STAGE DURING A MEDICAL OR FIRE EMERGENCY.
  
  
  
  
  
  
 DERRICK L. DANIELS, BATTALION CHIEF
 WEST PALM BEACH FIRE RESCUE
 FIRE & LIFE SAFETY PLAN REVIEW
 (561) 805-6733
  
Review Stop POLICE POLICE
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 POLICE POLICE
Rev No 1 Status F Date 02-07-2012 Cont ID  
Sent By   Date 02-07-2012 Time   Rev Time 0.00
Received By   Date 02-06-2012 Time   Sent To  
Notes
2012-04-11 09:56:46CONSTRUCTION SITE SECURITY PLAN NEEDS TO BE SUBMITTED
 PRIOR TO CONSTRUCTION TO THE CRIME PREVENTION OFFICE
  
2012-02-07 13:45:20 
 * MOVE THE ATM OUT OF THE CORNER AND PLACE INSIGHT OF
 THE CONCIERGE OR CHECK IN AREA
 * GLASS DOOR LEADING INTO THE BUSINESS CENTER
 * GLASS DOOR FOR THE LOBBY OFFICE OR A VIEWING WINDOW
 OVERLOOKING THE CHECK IN
 * DOORS THAT ARE OFF THE ELEVATOR LOBBY ? ARE THE
 GLASS?
 * HOW ARE YOU CONTROLLING ENTRY TO SENSITIVE AREAS AND
 AREAS NOT FOR GUESTS?
 * CAMERA LOCATIONS?
 * SECURITY OFFICE?
 * LIGHTING FOR PARKING GARAGE? LIGHTING FOR POOL AREAS?
 * DO NOT LIKE THE ENTRY OFF DIXIE HWY?
 * WHERE WILL THE PARKING BE FOR VALET, WILL THAT AREA
 BE SECURE?
  
 A. GUESTROOMS ALL NEED TO HAVE ELECTRONIC CARD ACCESS
 VERSUS MECHANICAL LOCKING SYSTEM.
 B. DOORS SHALL BE SOLID-CORE WOOD OR METAL, AND BE
 SELF-CLOSING AND SELF-LOCKING. THE DOOR LOCK MUST
 CONSIST OF A HIGH QUALITY DEADBOLT WITH AT LEAST A
 ONE-INCH BOLT. THE LOCK STRIKE-PLATE MUST BE BOLTED
 SECURELY TO THE METAL DOORFRAME OR BY USING THREE-INCH
 SCREWS WHEN ATTACHED TO A WOOD DOORJAMB. ACCESSIBLE
 SLIDING WINDOWS MUST HAVE SECONDARY SECURITY DEVICES
 ATTACHED TO PREVENT FORCED ENTRY OR LIFTING OUT OF THE
 FRAME.
 C. EACH GUESTROOM SHALL BE PROVIDED WITH IN-ROOM
 ELECTRONIC SAFES.
 D. EXTERIOR BUILDING LIGHTING SHALL BE REQUIRED FOR ALL
 EXIT WAY, EMERGENCY ACCESS, STAIRWAY AND UTILITY ROOM
 DOORS.
 E. POOL AREA RESTRICTED ACCESS HELPS PREVENT
 UNAUTHORIZED USE, CURBS POTENTIAL VANDALISM AND
 PROVIDES GREATER SECURITY AND PROTECTION TO POOL USERS,
 ESPECIALLY CHILDREN.
 F. MAIN ENTRANCE SHALL LEAD DIRECTLY TO THE FRONT LOBBY
 AREA WITH VISIBLE SIGNAGE INDICATING SO.
 G. BEVERAGE MACHINES SHALL BE KEPT IN OPEN AREAS.
 H. PAY PHONES SHALL BE KEPT IN OPEN AREAS, PREFERABLY
 WITHIN VIEW OF THE FRONT DESK.
 I. LEGENDS, MARQUIS MAPS, ETC., SHALL BE USED
 INDICATING LOCATIONS OF CONFERENCE ROOMS, ELEVATORS,
 STAIRS, LOBBY AREAS, RESTAURANTS, POOL, TENNIS COURT,
 WORKOUT ROOM, ETC.
 J. GIFT SHOP WINDOWS SHALL BE CLEAR TO INCREASE NATURAL
 SURVEILLANCE
 K. ATM INSTALLATION SHALL MEET FSS REQUIREMENTS
 L. STAIRWELLS SHALL HAVE CONVEX MIRRORS INSTALLED AT
 LANDINGS FOR EACH LEVEL.
 M. INTERIOR OF ELEVATORS SHALL UTILIZE MIRRORS AND CCTV
 N. INSTALL CCTV FOR SURVEILLANCE OF LOBBY, STAIRWELLS,
 PARKING LOTS AND SERVICE AREAS OF BANQUET ROOMS.
  
  
 CONDITIONS FOR APPROVAL
 PRIOR TO ISSUANCE OF THE FIRST BUILDING PERMIT, THE
 APPLICANT SHALL PREPARE A CONSTRUCTION SITE SECURITY
 AND MANAGEMENT PLAN FOR APPROVAL BY THE CITY OF WEST
 PALM BEACH POLICE DEPARTMENT CPTED OFFICIAL.
 A. AFTER SITE CLEARING AND PLACEMENT OF CONSTRUCTION
 TRAILERS, THE DEVELOPER/PROJECT MANAGER SHALL INSTITUTE
 SECURITY MEASURES TO REDUCE OR ELIMINATE OPPORTUNITIES
 FOR THEFT. THE MANAGEMENT PLAN SHALL INCLUDE, BUT NOT
 BE LIMITED TO, TEMPORARY LIGHTING, SECURITY PERSONNEL,
 VEHICLE BARRIERS, CONSTRUCTION/VISITOR PASS,
 REDUCE/MINIMIZE ENTRY/EXIT POINTS, ENCOURAGE
 SUBCONTRACTORS TO SECURE MACHINERY, TOOLS AT END OF
 WORK DAY, FENCING WITH SCREENING AND OR ANY OTHER
 MEASURE DEEMED APPROPRIATE TO PROVIDE A SAFE AND SECURE
 WORKING ENVIRONENT.
 B.THE SECURITY MANAGEMENT PLAN SHALL BE MAINTAINED
 THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT.
 NON-COMPLIANCE WITH THE APPROVED PLAN SHALL RESULT IN A
 STOP-WORK ORDER FOR THE ENTIRE PLANNED UNIT
 DEVELOPMENT.
 C. PROPERTY SHALL BE POST ?NO TRESPASSING? SIGNS EVERY
 500 FEET AROUND THE PERIMETER OF THE SITE.
  
  
Review Stop STORM STORMWATER
Rev No 3 Status P Date 12-17-2012 Cont ID  
Sent By tward Date 12-17-2012 Time 12:16 Rev Time 0.00
Received By tward Date   Time   Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 2 Status F Date 03-28-2012 Cont ID  
Sent By tward Date 03-28-2012 Time 11:55 Rev Time 0.00
Received By tward Date   Time   Sent To  
Notes
2012-03-28 12:00:281. STANDARD FDOT F CURB AND GUTTER IS 2 FEET WIDE (6
 INCH CURB AND 18 INCH GUTTER). PROPOSED F CURB AND
 GUTTER SHOULD ALSO BE 2 FEET WIDE BUT WITH 12" CURB AND
 12" GUTTER TO MATCH EXISTING CURB AND GUTTER
 SURROUNDING THE SITE.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
Review Stop STORM STORMWATER
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2012-01-30 06:57:291. MATCH SECTION OF EXISTING 'F' CURB AND GUTTER
 2. WHERE WILL ROOF DRAINS DISCHARGE?
 3. ACCOMMODATE ROOF DOWN SPOUT OF ADJACENT BUILDING.
 4. NO DRAINAGE CALCULATIONS PROVIDED.
 5. STORMWATER TREATMENT VOLUMES TO BE PROVIDED PER
 SFWMD CRITERIA.
 6. EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 TELEPHONE 561-494-1120
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 02-08-2012 Cont ID  
Sent By vnoel Date 02-08-2012 Time 08:05 Rev Time 0.00
Received By vnoel Date 02-08-2012 Time 07:07 Sent To  
Notes
2012-02-08 08:04:401. PROVIDE FULL-SIZE SIGNED AND SEALED COPY OF SURVEY.
 2. UNITY OF TITLE WILL BE REQUIRED.
 3. ADD RIGHT-OF-WAY LINES TO EXTERIOR ELEVATIONS.
 4. IS DIXIE HWY PROPOSED TO BE CHANGED FROM A ONE TO A
 TWO-WAY STREET? ALSO ALLEY IS ONE-WAY EAST ONLY PER
 CITY CODE.
 5. SIDEWALK EASEMENTS WILL BE REQUIRED FOR ADDITIONAL
 SIDEWALK.
 6. CLEMATIS STREET IS OUT TO BID FOR IMPROVEMENTS.
 CONTACT JEFF HALVERSON AT 494-1092 IN ENGINEERING FOR
 ANY PROPOSED IMPROVEMENTS.
 7. MORE DETAIL WILL BE NEEDED FOR SOUTH PORTION OF EAST
 PROPERTY LINE THAT IS SUBJECT TO THE PARTY WALL
 AGREEMENT.
 8. WHO OWNS THE TRASH COMPACTOR IN NE CORNER OF
 PROPERTY?
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status P Date   Cont ID  
Sent By   Date 12-19-2012 Time   Rev Time 0.00
Received By bcollins Date 12-19-2012 Time 14:05 Sent To  
Notes
2012-12-19 14:06:17REVISED DRIVEWAY PER ORIGINAL COMMENTS
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date 06-13-2012 Cont ID  
Sent By   Date 06-13-2012 Time   Rev Time 0.00
Received By bcollins Date 06-13-2012 Time 10:40 Sent To  
Notes
2012-06-13 10:38:51ACCESS CAN BE ACHIEVED DIRECTLY FROM DIXIE HIGHWAY, IN
 THE DIRECTION OF TRAFFIC FLOW ON DIXIE HIGHWAY, BY
 ANGLING THE DRIVEWAY SO AS NOT TO ENTER FROM THE ALLEY.
 ENTERING FROM THE PROPOSED SOUTHERN HOTEL DRIVEWAY
 WOULD REQUIRE A 180 DEGREE TURN WHICH COULD PRESENT
 OPERATIONAL AND SAFETY ISSUES. ALL VALET EGRESS FROM
 THE CITY CENTER GARAGE SHOULD BE FROM BANYAN BOULEVARD.
 THIS WILL MINIMIZE CONFLICTS WITH THE ENTRANCE/EXIT OF
 THE CITY CENTER GARAGE ON DIXIE HIGHWAY.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 04-20-2012 Cont ID  
Sent By   Date 04-20-2012 Time   Rev Time 0.00
Received By bcollins Date 04-20-2012 Time 14:25 Sent To  
Notes
2012-04-20 14:24:14ORIGINAL COMMENTS STILL APPLICABLE.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 02-06-2012 Cont ID  
Sent By   Date 02-06-2012 Time   Rev Time 0.00
Received By bcollins Date 04-20-2012 Time 14:25 Sent To  
Notes
2012-02-06 13:52:33CIRCULATION - ACCESS FOR THE VALET SHOULD BE FROM THE
 NORTH DRIVEWAY (ALLEY) AND EXIT FROM THE SOUTH DRIVEWAY
 SINCE DIXIE HIGHWAY IS ONE-WAY SOUTHBOUND. THIS WILL
 ALSO MINIMIZE CONFLICTS WITH THE ENTRANCE/EXIT OF THE
 CITY CENTER GARAGE. ENTERING FROM THE SOUTH WOULD
 REQUIRE A 180 DEGREE TURN.TURNING TEMPLATES SHOULD BE
 SHOWN ON THE PLAN. SHEET NO. A.03 (RENDERING) SHOWS
 TRAFFIC MOVING IN THE WRONG DIRECTION ON DIXIE HIGHWAY.
 CITY CODE SHOWS ALLEY AS ONE-WAY EAST. LANDSCAPING
 AND/OR STRUCTURES MUST NOT BLOCK SIGHT DISTANCE AT
 EXIT.
Review Stop Z ZONING
Rev No 3 Status P Date 12-20-2012 Cont ID  
Sent By aaponte Date 12-20-2012 Time 13:52 Rev Time 0.00
Received By aaponte Date 12-20-2012 Time 13:52 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 04-19-2012 Cont ID  
Sent By aaponte Date 04-19-2012 Time 09:03 Rev Time 0.00
Received By aaponte Date 04-19-2012 Time 09:03 Sent To  
Notes
2012-04-19 09:40:27LANDSCAPE COMMENTS:
 - LANDSCAPE ALONG DIXIE HWAY SHALL MATCH EXISTING ON
 OTHER SIDE OF THE STREET. ONLY ONE DATE PALM AT THE
 CORNER AND MAJESTY PALMS IN THE REST OF THE FRONTAGE.
 - TO MAINTAIN CONSISTENCY WITH EXISTING STREETSCAPE
 ANNUALS SHALL NOT BE PLANTED AROUND PALMS.
 - PLEASE INDICATE PROPOSED LANDSCAPE ALONG THE ALLEY IN
 THE GROUND LEVEL FLOOR PLAN (A-1)
 - PLEASE INCLUDE A NOTE ON DRAWINGS INDICATING THE
 MATERIAL OF SIDEWALK. CLEMATIS SIDE TO MATCH EXISTING.
 - THE SIZE AND DIAMETER OF THE PROPOSED TREES ARE NOT
 INCLUDED. PLEASE PROVIDE INFORMATION TO CONFIRM HOW THE
 CALCULATIONS FOR TREE CANOPY WERE DONE.
  
 SITE PLAN COMMENTS:
 - INLET ALONG CLEMATIS STREET SHALL BE CHANGED TO
 APPROPRIATE INLET WHEN A CURB IS PRESENT. THE EXISTING
 ONE IS FOR A DRIVEWAY CONFIGURATION. PLANTER SHALL BE
 ADJUSTED TO MAINTAIN A CONSISTENT CURB LINE.
 - PLEASE DISCUSS WITH THE ENGINEERING DEPARTMENT THE
 REQUIRED DIMENSIONS OF THE PROPOSED CURB. APPROVAL BY
 THE ENGINEERING DEPARTMENT ON THE CHANGE ON CURB
 DIMENSION WILL BE REQUIRED.ULTIMATE SETBACK LOCATION
 SHALL BE ADJUSTED ACCORDINGLY.
 - RESPONSE TO COMMENT NUMBER 2 SHALL BE ADJUSTED. FIRST
 FLOOR DOORS MUST BE RECESSSED SO AS NOT TO SWING INTO
 THE REQUIRED SETBACK (SEC 94-109 SETBACK DEFINITION).
 - CHANGES TO THE PODIUM ELEVATION STILL DO NOT ADDRESS
 STAFF CONCERN ON COMPATIBILITY OF BUILDING SCALE. STAFF
 SUGGEST UTILIZING THE COMEAU BUILDING AS REFERENCE FOR
 SCALE. IN THE COMEAU CASE, THE LOWER POTION OF THE
 VERTICAL AWNING VALANCE IS LOCATED AT 9' IN HEIGHT.
 PLEASE EXPLORE THE OPTION OF REFLECING THE 3 STORIES
 EXISTING INT HE PODIUM, SO TO REDUCE THE PEDESTRIAN
 SCALE.AWNINGS SHALL ALSO BE MORE HORIZONTAL THAN
 VERTICAL, REALLY PROTECTING PEDESTRIANS FROM THE
 WEATHER.
 - PLEASE CLARIFY WHAT IS THE SITUATION WITH THE
 EXISTING FIRE EXIT FROM THE NEIGHBORING PROPERTY INTO
 YOUR PROPERTY.
  
 NEXT STEPS:
 1. ALL COMMENTS FROM THE PPRC SHALL BE ADDRESSED.
 2. DAC APPLICATION SHALL BE SUBMITTED FOR: 1) THE 3RD
 FLOOR PORCH ENCROACHMENT VARIANCE; 2) SPECIAL REVIEW;
 AND 3) APPROVAL OF TDR TRANSFER APPROVAL.
 3. AFTER DAC APPROVAL, A SITE PLAN APPROVAL LETTER MAY
 BE ISSUED.
  
 FOR ADDITIONAL COMMENTS PLEASE CONTACT ANA MARIA APONTE
 AT 561-822-1439.
Review Stop Z ZONING
Rev No 1 Status F Date 02-07-2012 Cont ID  
Sent By aaponte Date 02-07-2012 Time 12:30 Rev Time 0.00
Received By aaponte Date 02-07-2012 Time 12:30 Sent To  
Notes
2012-02-07 12:30:021. PLEASE INDICATE THE PROPERTY LINE AND REQUIRED
 SETBACK ON ALL FLOORS TO CLEARLY DEPICT COMPLIANCE WITH
 MINIMUM REQUIRED SETBACK AND HORIZONTAL ENCROACHMENTS.
 REQUIRED SETBACK IS MEASURED FROM THE BACK OF THE
 EXISTING CURB CLOSER TO THE PROPERTY LINE (SHEET A 1.1)
 DIXIE HIGHWAY SETBACK SHALL BE 16' (15'-5" DEPICTED ON
 SHEET C-1); CLEMATIS STREET SHALL BE 10'-7". ALL
 BUILDING FACES SHALL BE BEHIND THE REQUIRED SETBACK.
 DEPICTED SETBACK ON TOP OF 2ND FLOOR SEEMS TO BE LESS
 THAN THE 56' REQUIRED.
 2. FIRST FLOOR DOORS ARE NOT PERMITTED TO SWING INTO
 THE REQUIRED SETBACK.
 3. STREETSCAPE ON DIXIE HWAY AND CLEMATIS STREET SHALL
 MATCH THE STREET DESIGN INCLUDING CLEMATIS PAVERS AND
 LANDSCAPE. THE PAVERS FROM CLEMATIS STREET SHALL TURN
 THE CORNER ON DIXIE AND CONTINUE.
 4. PLEASE STUDY THE POSSIBLITY OF RELOCATING THE FIBER
 OPTIC VAULT AND TRAFFIC SIGNAL BOX TO A LESS PROMINENT
 LOCATION.
 5. OPEN SPACE REQUIREMENT IS MEASURED AS A PERCENTAGE
 OF THE LOT AREA. 2,441 SF REQUIRED. PLEASE CORRECT
 INFORMATION ON SHEET C-1.
 6. PLEASE CORRECT FAR INFORMATIN ON COVER PAGE.
 ADDITIONAL FAR IS 3.0
 7. PLEASE MODIFY THE BUILDING DATA TABLE TO LIST AS
 GROSS BUILDING AREA SUCH AREA INCLUDED IN THE FAR
 ACCORDING TO THE DEFINITION ON CODE. LIST MECHANICAL,
 ELECTRICAL AND OTHER SQUARE FOOTAGE NOT INCLUDED IN
 FAR; AND LIST TOTAL BUILDING AREA AS THE SUMMATION OF
 BOTH NUMBERS.
 8. PARKING IS NOT REQUIRED FOR THIS PROJECT ACCORDING
 TO SECTION 94-122(E)(1).
 9. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE THE
 THE REQUIRED 30% VEGETATED AREA AND 20% TREE CANOPY
 PRESCRIBED FOR THE ROOFTOP TERRACE.
 10. PLEASE PROVIDE DIMENSIONS TO VERIFY COMPLIANCE WITH
 MAXIMUM HORIZONTAL ENCROACHMENT FOR EACH TYPE OF
 ELEMENT (TABLE IV-5).
 11. FOR THE GROUND FLOOR, PLEASE PROVIDE INFORMATION TO
 CONFIRM COMPLIANCE WITH HORIZONTAL PROJECTION THAT HAVE
 A MINIMUM CUMULATIVE HORIZONTAL LENGHT OF 50% OF THE
 BUIDLING FRONTAGE (TABLE IV-4).
 12. 3RD FLOOR COVERED PORCH IN ENCROACHING BEYOND THE
 10' MAXIMUM ALLOWED ENCROACHMENT INTO A REQUIRED
 SETBACK.
 13. EAST ELEVATION OPENINGS ON THE 3RD FLOOR ARE
 LOCATED ON THE PROPERTY LINE, AND CAN BE BLOCKED BY A
 FUTURE NEIGHBORING BUILDING.
 14. MAXIMUM HEIGHT, WICH INCLUDES ALL VERTICAL
 PROJECTIONS SHALL BE INDICATED.
 15. PLEASE INCLUDE A TABLE INDICATING THE AMOUNT OF
 TDRS NECESSARY FOR THE PROJECT. ANY SQUARE FOOTAGE
 ABOVE THE 3.5 FAR ALLOWED BY THE ZONING DESIGNATION.
  
 A MEETING WITH THE HISTORIC PRESERVATION PLANNER SHALL
 BE SCHEDULED TO DISCUSS THE ARCHITECTURAL REVIEW
 COMMENTS. INITIAL COMMENTS ARE AS FOLLOWS:
 1. PLEASE REVISIT PROPOSED MANSARD ROOF SINCE THE
 INSPIRATION FROM COMEAU BUILDING IS NOT
 ORIGINAL.ALTERNATIVE OPTIONS FOR RAILINGS MAY BE
 DISCUSSED, UTILIZING METAL OR BARREL TYLE RAILINGS.
 2. THE PROPOSED HUMAN SCALE OF THE 1ST FLOOR IS NOT
 COMPATIBLE WITH THE EXISTING BUILDINGS ON CLEMATIS
 STREET (SHEET A 13.1).
 3. WINDOW MUTINS ON 1ST FLOOR ARE NOT APPROPRIATE FOR
 THE PROPOSED NEO MEDITERRANEAN REVIVAL WITH MOORISH
 INCLUENCED BUILDING.
 4. PLEASE REVISE THE PROPORTION OF THE FREE STANDING
 SPIRAL COLUMNS. TOO HEAVY, SHOULD BE THINNER.
 5. PROPOSED MOORISH ARCH MAY BE A TREFOIL ARCH.
  
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
  
  
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