Plan Review Details - Project Z21010029
Plan Review Stops For Project Z21010029
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 01-29-2021 Cont ID  
Sent By scwelter Date 01-29-2021 Time 14:58 Rev Time 0.00
Received By scwelter Date 01-29-2021 Time 14:57 Sent To  
Notes
2021-06-16 13:53:56PLEASE PROVIDE CIVIL PLANS FOR REVIEW.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 02-10-2021 Cont ID  
Sent By rbrown Date 02-10-2021 Time 20:24 Rev Time 0.00
Received By rbrown Date 02-10-2021 Time 20:24 Sent To  
Notes
2021-02-10 20:27:22DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS
 SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
 REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
 COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
 OR BY EMAIL: [email protected]
  
 3. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
 THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
 THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
 AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
 FLORIDA BUILDING CODE.
  
 4. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
 OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
 COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
 OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
 CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
 VERIFIED.
  
 5. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 6. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 7. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 8. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
 9. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART IN PUBLIC PLACES (AIPP) ASSESSMENT. FOR ADVICE
 ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
 ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
 PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
 [email protected]
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 5 Status F Date 09-08-2021 Cont ID  
Sent By rrossano Date 09-08-2021 Time   Rev Time 0.00
Received By rrossano Date 09-08-2021 Time   Sent To  
Notes
2021-09-08 07:09:55THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 DIDN?T SEE PRIOR COMMENTS ON RESPONSE LETTER:
 -PARKING FEATURES ON NORTH SIDE OF BISCAYNE DR BETWEEN
 FIRE HYDRANT AND GATE DO NOT MATCH ON CIVIL PLANS AND
 SITE PLANS. PLEASE UPDATE ALL PLANS SO THEY MATCH.
 -DID NOT SEE UPDATED LANDSCAPING PLAN IN SUBMITTAL
 PACKAGE. IS THE PLAN FROM 5/28/21 STILL ACCURATE?
 -BACKFLOW ASSEMBLIES MAY NOT BE UNDERGROUNDED.
 NEW COMMENTS:
 -AT FORMAL ENGINEERING SUBMITTAL, REVISE UTILITY
 EASEMENT BOUNDARIES TO INCLUDE EXISTING FIRE HYDRANT,
 EXISTING WATER METER FOR SCHOOL, AND EXISTING 4 INCH CA
 WM
  
  
 THE FOLLOWING COMMENTS ARE FROM MICHAEL TECHNOW,
 PROJECT ENG., WPB PUBLIC UTIL. 561-494-1047,
 [email protected] :
  
 - FIRE HYDRANT VALVE NEEDS TO BE CLOSER.
 - PLEASE PROVIDE PROFILE FOR PROPOSED AND EXISTING
 UTILITIES.
 - PLEASE SHOW DRY UTILITIES.
 - THE 4? WM CANNOT BE SHUT DOWN, PLEASE SPECIFY HOW THE
 CONNECTION WILL BE MADE WHILE MAINTAINING SERVICE.
 - REPLACE CAS PIPE IN ROW.
 - MAINTAIN HORIZONTAL SEPARATION FROM 20? WM (NOTE
 HORIZONTAL CLEARANCE ON PLANS).
 - ADD NOTE TO SUPPORT EXISTING 20? WM, RESTRAIN AS
 REQUIRE, EXERCISE CAUTION.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 4 Status F Date 07-21-2021 Cont ID  
Sent By rrossano Date 07-21-2021 Time   Rev Time 0.00
Received By rrossano Date 07-21-2021 Time   Sent To  
Notes
2021-07-21 12:01:57PLANS RECEIVED 8/3/2021. THE FOLLOWING COMMENTS ARE
 FROM MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR,
 WPB PUBLIC UTILITIES, PLEASE CONTACT 561-494-2262 OR
 [email protected]:
  
 -PARKING FEATURES ON NORTH SIDE OF BISCAYNE DR BETWEEN
 FIRE HYDRANT AND GATE DO NOT MATCH ON CIVIL PLANS AND
 SITE PLANS. PLEASE UPDATE ALL PLANS SO THEY MATCH.
 -DID NOT SEE UPDATED LANDSCAPING PLAN IN SUBMITTAL
 PACKAGE. IS THE PLAN FROM 5/28/21 STILL ACCURATE?
 -BACKFLOW ASSEMBLIES MAY NOT BE UNDERGROUNDED.
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status F Date 06-16-2021 Cont ID  
Sent By rrossano Date 06-16-2021 Time   Rev Time 0.00
Received By rrossano Date 06-16-2021 Time   Sent To  
Notes
2021-07-12 08:17:236/3 SUBMITTAL DID NOT CONTAIN CIVIL/ENGINEERING PLANS.
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 03-26-2021 Cont ID  
Sent By rrossano Date 03-26-2021 Time   Rev Time 0.00
Received By rrossano Date 03-26-2021 Time   Sent To  
Notes
2021-03-26 13:52:44COMMENTS FROM RICK ROSSANO, PROJ. COORD., ENG.
 SERVICES, [email protected], 561-494-1098:
  
 PLEASE PROVIDE CCTV OF EXISTING SANITARY AND STORMWATER
 INFRASTRUCTURE IN BISCAYNE DR. ALONG PROJECT FRONTAGE
 (REQUIREMENT OF SITE PLAN APPROVAL).
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 -PLEASE VERIFY LOCATION OF STM MANHOLE ON CLAREMORE IS
 CORRECT.
  
 -CANNOT FIND THE PROPOSED BOUNDARIES OF UTILITY
 EASEMENTS ON BISCAYNE DRAWN AND LABELED ON WATER PLAN.
 PLEASE UPDATE PLAN BEFORE NEXT RESUBMITTAL.
  
 -FOR FORMAL ENGINEERING SUBMITTAL: LABEL ALL WATER MAIN
 GATE VALVES ON BISCAYNE DR., VERIFY IF THE 20 INCH
 WATER MAIN IS CAST IRON OR ASBESTOS, SHOW AND LABEL ALL
 WATER MAIN VALVES FOR 20 INCH WATER MAIN, VERIFY IF ANY
 EXISTING SEWER INFRASTRUCTURE AROUND BUILDING TO BE
 DEMOLISHED NEAR CLAREMORE.
  
 -SITE PLAN SHOWS THAT ROLLING GATE HAS A KEYPAD IN
 CONJUNCTION WITH REQUEST TO BRIAN CARROLL, BUT PRIOR
 COMMENT RESPONSE SAID KNOX BOX. PLEASE CONFIRM PUBLIC
 UTILITIES WILL HAVE A KEYPAD GATE CODE FOR 24/7
 MAINTENANCE ACCESS INSTEAD OF KNOX BOX.
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 02-05-2021 Cont ID  
Sent By rrossano Date 02-05-2021 Time   Rev Time  
Received By rrossano Date 02-05-2021 Time   Sent To  
Notes
2021-02-05 13:42:481. THE CITY OF WEST PALM BEACH HAS A NUMBER OF
 REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY
 AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND
 WASTEWATER UTILITIES WITHIN THE CITY. TO VIEW
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AND OTHER
 ENGINEERING RELATED DOCUMENTS, OPEN A BROWSER IN CHROME
 AND GO TO: WWW.WPB.ORG/ENGDOCS . TO LOGIN, UNDER
 ?EMAIL? ENTER [email protected] ; UNDER ?PASSWORD? ENTER
 SIMPLE321#
 THERE ARE 4 PAGES OF AVAILABLE ENGINEERING DOCUMENTS
 FOR YOUR USE.
 2. CODE OF ORDINANCES, CITY OF WEST PALM BEACH,
 FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED
 SEPT. 22, 2008. (SUPPLEMENT NO. 18) CHAPTER 90
 UTILITIES, ARTICLE I. SEC. 90-7.
 POLICY REGARDING EXTENSION OF WATER OR SEWER SERVICE
 FACILITIES OF THE CITY:
 THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE
 CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY
 BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS,
 BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION.
 3. AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, OPEN A BROWSER IN CHROME AND GO TO:
 WWW.WPB.ORG/ENGDOCS .TO LOGIN, UNDER ?EMAIL? ENTER
 [email protected] ; UNDER ?PASSWORD? ENTER SIMPLE321#
 CROSS-CONNECTION CONTROL MANUAL IS ON PAGE 4.
 4. PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1040 FOR FURTHER
 ASSISTANCE.
 5. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS
 OF ALL WATER, STORMWATER, AND SANITARY AND SEWER LINES,
 INCLUDING STUBS TO EACH PROPERTY LINE FOR WATER AND
 SANITARY SEWERS, THE MAKE AND MODEL OF ALL VALVES,
 METERS, AND OTHERS DEVICES TO BE INSTALLED ON THE
 SYSTEM, CATCH BASINS, CULVERTS, DITCHES INCLUDING
 GRADES, PIPES SIZES, MATERIALS, ELEVATIONS,
 ASSUMPTIONS, CALCULATIONS, INVERT ELEVATIONS FOR ALL
 INLETS AND MANHOLES AND PROFILES OF SANITARY SEWER
 LINES. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW. DIRECTION OF FLOW SHALL BE SHOWN ON PLAN
 VIEW ON PLAN VIEW FOR ALL SANITARY AND STORM SEWERS.
 PLEASE SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL. ADDITIONALLY, PLAN VIEW SHALL SHOW ALL
 EXISTING AND PROPOSED UNDERGROUND UTILITY LAYOUT,
 INCLUDING FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES LOCATED ON THE
 RIGHT-OF-WAY. PROVIDE PROFILE AND CLEARANCES AT ALL
 UTILITY CROSSINGS.
 6. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 7. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
 8. PROVIDE CALCULATIONS ON PLANS OF EXISTING AND
 PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM
 AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS SHALL BE
 PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER.
 9. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER ALONG BISCAYNE DR.
 10. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 11. CLEARLY SHOW PROPOSED UTILITY CONNECTIONS FOR WATER
 AND SEWER TO PROPOSED NEW BUILDING.
 12. PLEASE LABEL WATER LINES AS PRIVATE WHERE
 APPLICABLE.
 13. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 14. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING
 PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT
 HIM AT 561-494-2262 OR [email protected]
 15. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS
 FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 -NEED UTILITY EASEMENTS GRANTED FOR ALL CITY UTILITY
 INFRASTRUCTURE ON PRIVATE PROPERTY INCLUDING THE WATER
 AND SEWER MAINS. PLEASE SHOW AND LABEL ON CIVIL
 ENGINEERING PLANS.
  
 -SHOW AND LABEL THE EXISTING METERED WATER SERVICES FOR
 THE SCHOOL WHICH ARE LOCATED ON THE NORTH SIDE OF
 BISCAYNE DR.
  
 -SITE PLAN SHOWS WHAT APPEARS TO BE AN TELEPHONE POLE
 IN THE MIDDLE OF THE LOADING DRIVEWAY ENTRANCE.
  
 -SHOW AND LABEL ALL EXISTING FIRE HYDRANTS ON OR AROUND
 THE PROPERTY. THERE IS AT LEAST ONE NEAR THE
 INTERSECTION OF BISCAYNE AND DIXIE WHICH IS NOT
 LABELED.
  
 -VERIFY PIPE MATERIAL TYPE OF THE 4INCH WATER MAIN.
  
 -LABEL 4INCH G.V. NUMBER 3 ? FIRELINE POINT OF SERVICE.
  
 -LABEL THE FIRE SERVICE PIPE WITH SIZE AND MATERIAL
 TYPE.
  
 -WILL ANOTHER METERED IRRIGATION WATER SERVICE BE
 NEEDED?
  
 -TENNIS FACILITY BUILDING APPEARS TO BE LOCATED ON TOP
 OF AND CLOSE TO THE 20 INCH WATER MAIN WHICH IS A
 MAINTENANCE AND UTILITY EASEMENT CONFLICT. PLEASE
 RESOLVE CONFLICT.
  
 -THERE APPEARS TO BE SOME WATER MAIN PIPING THAT IS
 ENTERING THE NORTHWEST CORNER OF THE 454 FLAMINGO
 PROPERTY. PLEASE SHOW CLEARLY ON WATER PLAN WHERE IT
 TERMINATES AND GRANT UTILITY EASEMENT IF INSIDE
 PROPERTY LINE.
  
 -SHOW AND LABEL ALL EXISTING UTILITY EASEMENTS ON WATER
 PLAN. FOR EXAMPLE, SITE PLAN SHOWS A 2FOOT UTILITY
 EASEMENT RUNNING THROUGH THE SCHOOL WHICH IS NOT
 DEPICTED ON THE WATER PLAN.
  
 -SHOW AND LABEL THE EXISTING METERED WATER SERVICES FOR
 453 CLAREMORE AND 454 FLAMINGO AND DETAIL WHAT IS
 HAPPENING TO THE THEM.
  
 -COULD NOT FIND DEMOLITION PLAN. PLEASE SUBMIT DEMO
 PLAN IF THERE WILL BE DEMOLITION.
  
 -WATER PLAN SHOWS A WATER MAIN RUNNING NORTH-SOUTH
 THROUGH THE SCHOOL BUILDING AND PROPERTY. PLEASE VERIFY
 AND UPDATE PLAN AS NEEDED.
  
 -WATER SERVICE STANDARD DETAILS ARE OLD REVISION.
 PLEASE UPDATE TO NEWEST REVISION.
  
 -PROPOSED ROLLING GATE ON BISCAYNE WOULD CREATE ACCESS
 PROBLEM FOR UTILITY PERSONNEL DOING EMERGENCY
 MAINTENANCE OR WATER METER READING. PLEASE ELIMINATE
 ROLLING GATE.
  
 -PROPOSED MONUMENT NEAR DIXIE IS IN CLOSE PROXIMITY TO
 EXISTING WATER MAIN WHICH COULD CREATE MAINTENANCE
 CONFLICT. PLEASE INFORM HOW HEAVY MONUMENT WOULD BE.
 ALSO LABEL DISTANCE BETWEEN WATER MAIN AND PROPOSED
 MONUMENT AND SEE IF DISTANCE CAN BE INCREASED.
  
 -WHAT IS HAPPENING TO EXISTING DRIVEWAY APPROACH ON
 CLAREMORE ADJACENT TO TENNIS FACILITY?
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 02-05-2021 Cont ID  
Sent By pleduc Date 02-05-2021 Time 12:26 Rev Time 0.00
Received By pleduc Date 02-05-2021 Time 12:18 Sent To  
Notes
2021-02-05 12:19:10THE 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 FOLLOWING COMMENTS ARE INTENDED
 TO PROVIDE GUIDANCE FOR BUILDING PLAN SUBMITTAL.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
 THE 7TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE, PER THE FLORIDA FIRE PREVENTION CODE,
 AND WHETHER IT IS MIXED OR SEPARATED OCCUPANCY.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
 THE PROPOSED LOCATIONS OF THE FIRE HYDRANT AND FDC ARE
 ACCEPTABLE WITH ANY CHANGES CLOSELY COORDINATED WITH
 THE BUREAU OF FIRE PREVENTION.
  
 9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER
 THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY
 ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM,
 ENSURE THEY COMPLY WITH THE REQUIREMENTS OF FS 61G AND
 SUBMITTED WITH THE MASTER PERMIT.
  
 9A) THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE
 LOCATIONS SHALL MEET THE REQUIREMENTS OF NFPA 24 AND
 SHALL BE COORDINATED WITH THE OFFICE OF FIRE MARSHAL,
 THE CITY'S ENGINEERS OFFICE, THE LANDSCAPE PLANNER, AND
 THE CITY'S PLANNING AND ZONING OFFICE.
  
 10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
 EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
 PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
 SAFETY FEATURES AND EQUIPMENT.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 13. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 4 Status F Date 08-03-2021 Cont ID  
Sent By rcaranci Date 08-03-2021 Time 15:39 Rev Time 0.00
Received By rcaranci Date 08-03-2021 Time 15:39 Sent To  
Notes
2021-08-03 15:40:33FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 2001 S DIXIE Z21010029
 AUGUST 3, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. ONGOING. PROVIDE INFORMATION ON THE INSTALLATION AND
 COMPLETION OF THE APPROVED AND PERMITTED LANDSCAPING
 FOR THE CO OF THE EXISTING BUILDING EXPANSION. THE
 CURRENT BUILDING IS OPERATING UNDER A TCO. IF THE
 LANDSCAPING IS COMPLETED TO PERMIT PLAN, AND
 CERTIFICATION FROM THE LANDSCAPE ARCHITECT CAN BE
 ISSUED, A FINAL INSPECTION SHOULD BE SCHEDULED, AND THE
 LANDSCAPE PERMIT 17071095 CLOSED.
 CONTRACTOR,LANDSCAPE ARCHITECT AND AGENT WERE NOTIFIED
 THAT THE AS BUILT LANDSCAPE PLANS MUST BE SUBMITTED AS
 A REVISION TO THE LANDSCAPE PERMIT AD A FINAL LANDSCAPE
 INSPECTION SHEDULED. ONCE THE LANDSCAPE FINAL IS
 PASSED, THE PERMIT CAN BE CLOSED.
  
 1. PROVIDE THE FOLLOWING CORRECTIONS TO TREE
 DISPOSITION CHART SHEET TD-1:
 ? PARTIALLY SATISFIED. PROVIDE AN ARBORIST REPORT ON
 THE CONDITION OF THE LIVE OAK TREES PROPOSED TO BE
 REMOVED.
 THE REPORT MUST BE PROVIDED TO VERIFY CONDITION OF
 TREES IF THEY CANNOT BE RELOCATED.
 SECTION 94-448 (D)(3) NATIVE TREES IN GOOD CONDITION
 MUST BE PRESERVED ON SITE OR RELOCATED.
 THE REPORT SUBMITTED DOES NOT PROVIDE THE CONDITION OF
 EACH TREE AND THE REASON IT CANNOT BE RELOCATED PER THE
 ANSI A 300 PART 6 PLANTING AND TRANSPLANTING ANNEX A
 AND ANNEX B PROVIDE THE ASSESSMENT STANDARDS TO BE
 USED.
  
  
 ADDITIONAL COMMENT 8/3/21:
 .2. SHEET SP-2 SHOWS TENNIS FACILITY PHASE 1 WITHOUT
 THE BUILDING. IF JUST SURFACE COURTS ARE TO BE BUILT,
 THE LANDSCAPE BUFFER IS REQUIRED ALONG THE RAILROAD
 TRACK PROPERTY LINE. THE FENCING WOULD ALSO BE SUBJECT
 TO SETBACKS. PROVIDE A LANDSCAPE PLAN FOR PHASE 1.
  
  
  
 ? OTHER COMMENTS PREVIOUSLY SATISFIED.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop L LANDSCAPING
Rev No 3 Status F Date 06-17-2021 Cont ID  
Sent By aburnett Date 06-17-2021 Time 13:39 Rev Time 0.00
Received By aburnett Date 06-17-2021 Time 13:39 Sent To  
Notes
2021-06-17 13:41:15 
 LANDSCAPING: ANDREW BURNETT [email protected]
  
 1. ONGOING. PROVIDE INFORMATION ON THE INSTALLATION AND
 COMPLETION OF THE APPROVED AND PERMITTED LANDSCAPING
 FOR THE CO OF THE EXISTING BUILDING EXPANSION. THE
 CURRENT BUILDING IS OPERATING UNDER A TCO. IF THE
 LANDSCAPING IS COMPLETED TO PERMIT PLAN, AND
 CERTIFICATION FROM THE LANDSCAPE ARCHITECT CAN BE
 ISSUED, A FINAL INSPECTION SHOULD BE SCHEDULED, AND THE
 LANDSCAPE PERMIT 17071095 CLOSED.
  
 RESPONSE: PARTIALLY SATISFIED FINAL INSPECTION NEEDED,
 CERTIFICATION LETTER RECEIVED.
  
 1. PROVIDE THE FOLLOWING CORRECTIONS TO TREE
 DISPOSITION CHART SHEET TD-1:
 A. SATISFIED
 B. SATISFIED
 C. SATISFIED
 D. SATISFIED
  
  
  
 2. SATISFIED
  
 3. SATISFIED
  
 4. SATISFIED
  
 5. SATISFIED
  
 6. SATISFIED
  
 7. SATISFIED
  
 8. SATISFIED
  
 9. SATISFIED.
  
  
  
 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
  
 RESPONSE: COMMENT ACKNOWLEDGED.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 03-31-2021 Cont ID  
Sent By rcaranci Date 03-31-2021 Time 17:22 Rev Time 0.00
Received By rcaranci Date 03-31-2021 Time 17:22 Sent To  
Notes
2021-03-31 17:23:12FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 2001 S DIXIE Z21010029
 MARCH 31, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. ONGOING. PROVIDE INFORMATION ON THE INSTALLATION AND
 COMPLETION OF THE APPROVED AND PERMITTED LANDSCAPING
 FOR THE CO OF THE EXISTING BUILDING EXPANSION. THE
 CURRENT BUILDING IS OPERATING UNDER A TCO. IF THE
 LANDSCAPING IS COMPLETED TO PERMIT PLAN, AND
 CERTIFICATION FROM THE LANDSCAPE ARCHITECT CAN BE
 ISSUED, A FINAL INSPECTION SHOULD BE SCHEDULED, AND THE
 LANDSCAPE PERMIT 17071095 CLOSED.
  
 1. PROVIDE THE FOLLOWING CORRECTIONS TO TREE
 DISPOSITION CHART SHEET TD-1:
 ? NOT SATISFIED. PROVIDE AN ARBORIST REPORT ON THE
 CONDITION OF THE LIVE OAK TREES PROPOSED TO BE REMOVED.
 THE REPORT MUST BE PROVIDED TO VERIFY CONDITION OF
 TREES IF THEY CANNOT BE RELOCATED.
 ? SATISFIED. IF CANOPY DIAMETER IS UNDER 20 FEET, THE
 SQUARE FOOTAGE IS BASED ON THE CATEGORY FOR THE TREE.
 TREES #34, 35, 36, AND 38 ARE 300 SQ FT MITIGATION DUE
 EACH. CORRECT IN THE TREE INVENTORY LIST.
 ? SATISFIED. UMBRELLA TREE #44 IS REQUIRED TO BE
 REMOVED PRIOR TO THE FINAL LANDSCAPE INSPECTION.
 ? SATISFIED. PROVIDE THE TOTAL SQUARE FOOTAGE OF
 MITIGATION DUE AND SHOW MITIGATION SQUARE FOOTAGE
 PROVIDED FROM THE PROPOSED TREE LIST AFTER ALL
 CORRECTIONS.
  
 2. SATISFIED. PROVIDE THE REQUIRED 5 FOOT LANDSCAPE
 BUFFER PLANTINGS ALONG THE WEST PROPERTY LINE ADJACENT
 TO THE OUTDOOR COURTS SHOWING THE REQUIRED TREES OR
 NUMBER OF SUBSTITUTE PALMS PER CURRENT CODE
 REQUIREMENTS OF SECTION 94-443(B). THE EXCEPTION IN
 SECTION 94-305 (B)(11) IS RELATED TO BUILDING SETBACKS
 OF ZERO FEET. IF BUILDING IS AT ZERO, THE REQUIRED
 LANDSCAPE BUFFER IS NOT POSSIBLE, BUT IF THERE IS NOT A
 BUILDING THE LANDSCAPE BUFFER IS REQUIRED.
  
 3. SATISFIED. PROVIDE THE FOUNDATION PLANTING
 CALCULATIONS TO REFLECT THE PERCENTAGE OF EACH BUILDING
 FOR 30% REQUIRED AND PROVIDED LINEAR FOOTAGE TO MEET
 THE REQUIREMENTS OF SECTION 94-443(E)(1).
  
 4. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
  
  
 5. SATISFIED. PROVIDE THE REQUIRED TREE AND TERMINAL
 LANDSCAPE ISLAND AT THE WEST END OF THE ROW OF PARKING
 SOUTH SIDE OF THE OFFICE BUILDING IN ADDITION TO THE
 BUFFER TREE REQUIREMENT.
  
 6. SATISFIED. SECTION 94-443(C)(3) REQUIRES THAT A
 MINIMUM OF 75 PERCENT OF ALL TREES THAT ARE REQUIRED TO
 BE PLANTED WITHIN THE INTERIOR OF AN OFF STREET PARKING
 AREA SHALL BE CATEGORY 1 SHADE TREES. SHOW THE
 PERCENTAGE OF CATEGORY 1 TREES PROVIDED FOR THE
 REQUIRED LANDSCAPE AREAS. REMOVE REFERENCE 1 PER 100 SQ
 FT FOR CANOPY TREES IN THE LANDSCAPE REQUIREMENTS
 CHART, AS THIS IS NO LONGER IN THE CODE.
  
 7. SATISFIED. INDICATE WHERE THE FPL TRANSFORMER WILL
 BE LOCATED FOR THE EXISTING OFFICE BUILDING.
  
 8. SATISFIED. SHOW THE WATER AND SEWER CONNECTIONS FOR
 THE EXISTING OFFICE BUILDING TO SHOW THERE ARE NO
 CONFLICTS WITH LANDSCAPING.
  
 9. PARTIALLY SATISFIED. THE PLACEMENT OF THE FIRE
 HYDRANT IN THE LANDSCAPE ISLAND ON THE NORTH SIDE OF
 THE EXISTING BISCAYNE DRIVE DISPLACES THE REQUIRED
 TREE. RELOCATE THE HYDRANT TO A LOCATION THAT IS NOT IN
 CONFLICT.
  
 HYDRANT MUST BE LOCATED TO ALLOW FOR THE FULL LANDSCAPE
 ISLAND AREA AT 8FEET WIDTH AND FULL LENGTH OF THE
 ADJACENT PARKING SPACE, WITHOUT LIMITATION BY ROOT
 BARRIER.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 02-09-2021 Cont ID  
Sent By rcaranci Date 02-09-2021 Time 17:36 Rev Time 0.00
Received By rcaranci Date 02-09-2021 Time 17:36 Sent To  
Notes
2021-02-09 17:37:04FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 2001 S DIXIE Z21010029
 FEBRUARY 9, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE INFORMATION ON THE INSTALLATION AND
 COMPLETION OF THE APPROVED AND PERMITTED LANDSCAPING
 FOR THE CO OF THE EXISTING BUILDING EXPANSION. THE
 CURRENT BUILDING IS OPERATING UNDER A TCO. IF THE
 LANDSCAPING IS COMPLETED TO PERMIT PLAN, AND
 CERTIFICATION FROM THE LANDSCAPE ARCHITECT CAN BE
 ISSUED, A FINAL INSPECTION SHOULD BE SCHEDULED, AND THE
 LANDSCAPE PERMIT 17071095 CLOSED.
  
 1. PROVIDE THE FOLLOWING CORRECTIONS TO TREE
 DISPOSITION CHART SHEET TD-1:
 ? PROVIDE AN ARBORIST REPORT ON THE CONDITION OF THE
 LIVE OAK TREES PROPOSED TO BE REMOVED.
 ? IF CANOPY DIAMETER IS UNDER 20 FEET, THE SQUARE
 FOOTAGE IS BASED ON THE CATEGORY FOR THE TREE. TREES
 #34, 35, 36, AND 38 ARE 300 SQ FT MITIGATION DUE EACH.
 CORRECT IN THE TREE INVENTORY LIST.
 ? UMBRELLA TREE #44 IS REQUIRED TO BE REMOVED PRIOR TO
 THE FINAL LANDSCAPE INSPECTION.
 ? PROVIDE THE TOTAL SQUARE FOOTAGE OF MITIGATION DUE
 AND SHOW MITIGATION SQUARE FOOTAGE PROVIDED FROM THE
 PROPOSED TREE LIST AFTER ALL CORRECTIONS.
  
 2. PROVIDE THE REQUIRED 5 FOOT LANDSCAPE BUFFER
 PLANTINGS ALONG THE WEST PROPERTY LINE ADJACENT TO THE
 OUTDOOR COURTS SHOWING THE REQUIRED TREES OR NUMBER OF
 SUBSTITUTE PALMS PER CURRENT CODE REQUIREMENTS OF
 SECTION 94-443(B). THE EXCEPTION IN SECTION 94-305
 (B)(11) IS RELATED TO BUILDING SETBACKS OF ZERO FEET.
 IF BUILDING IS AT ZERO, THE REQUIRED LANDSCAPE BUFFER
 IS NOT POSSIBLE, BUT IF THERE IS NOT A BUILDING THE
 LANDSCAPE BUFFER IS REQUIRED.
  
 3. PROVIDE THE FOUNDATION PLANTING CALCULATIONS TO
 REFLECT THE PERCENTAGE OF EACH BUILDING FOR 30%
 REQUIRED AND PROVIDED LINEAR FOOTAGE TO MEET THE
 REQUIREMENTS OF SECTION 94-443(E)(1).
  
 4. PROVIDE LOCATIONS OF LIGHTING ON THE LANDSCAPE PLAN
 TO AVOID CONFLICTS WITH LANDSCAPING.
  
  
  
 5. PROVIDE THE REQUIRED TREE AND TERMINAL LANDSCAPE
 ISLAND AT THE WEST END OF THE ROW OF PARKING SOUTH SIDE
 OF THE OFFICE BUILDING IN ADDITION TO THE BUFFER TREE
 REQUIREMENT.
  
 6. SECTION 94-443(C)(3) REQUIRES THAT A MINIMUM OF 75
 PERCENT OF ALL TREES THAT ARE REQUIRED TO BE PLANTED
 WITHIN THE INTERIOR OF AN OFF STREET PARKING AREA SHALL
 BE CATEGORY 1 SHADE TREES. SHOW THE PERCENTAGE OF
 CATEGORY 1 TREES PROVIDED FOR THE REQUIRED LANDSCAPE
 AREAS. REMOVE REFERENCE 1 PER 100 SQ FT FOR CANOPY
 TREES IN THE LANDSCAPE REQUIREMENTS CHART, AS THIS IS
 NO LONGER IN THE CODE.
  
 7. INDICATE WHERE THE FPL TRANSFORMER WILL BE LOCATED
 FOR THE EXISTING OFFICE BUILDING.
  
 8. SHOW THE WATER AND SEWER CONNECTIONS FOR THE
 EXISTING OFFICE BUILDING TO SHOW THERE ARE NO CONFLICTS
 WITH LANDSCAPING.
  
 9. THE PLACEMENT OF THE FIRE HYDRANT IN THE LANDSCAPE
 ISLAND ON THE NORTH SIDE OF THE EXISTING BISCAYNE DRIVE
 DISPLACES THE REQUIRED TREE. RELOCATE THE HYDRANT TO A
 LOCATION THAT IS NOT IN CONFLICT.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop PARK PARKING
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 P Date 02-09-2021 Cont ID  
Sent By   Date 02-09-2021 Time   Rev Time  
Received By   Date 02-09-2021 Time   Sent To  
Notes
2021-02-09 10:20:43CONDITION OF APPROVAL:
 - THE CONTAINER(S) SHALL BE ON WHEELS AND ROLLED OUT TO
 THE MAIN ROAD, BISCAYNE DR, ON THE SERVICE DAYS.
  
 MATT HEJAZI
 DPET. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 4 Status F Date 08-31-2021 Cont ID  
Sent By tward Date 08-31-2021 Time 14:30 Rev Time 0.00
Received By tward Date 08-31-2021 Time 14:52 Sent To  
Notes
2021-08-31 14:52:37THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 ENGINEERING PLANS SUBMITTED 8/31/2021.
  
 1. [SARTISFIED] PROVIDE SPOT GRADES OR FLOW ARROWS FOR
 THE PARKING AREAS NORTH OF BISCAYNE DR.
  
 2. [SATISFIED] - PREVIOUS COMMENT: INDICATE IF THE
 SIDEWALK ALONG THE EAST SIDE OF THE PARKING LOT NORTH
 OF BISCAYNE DR WILL BE FLUSH OR ELEVATED WITH THE
 PARKING SPACES.] RESPONSE TO COMMENT WAS THAT THE
 SIDEWALK WOULD BE FLUSH WITH THE PARKING AREA. THESE
 PARKING SPACES ARE 16 FEET DEEP WITH TWO FEET OF
 OVERHANG ON THE SIDEWALK. WHEEL STOPS OR RAISED
 SIDEWALK WILL BE NEEDED TO PREVENT VEHICLES FROM
 PARKING FURTHER OVER THE SIDEWALK.
  
 3. [SATISFIED] THE EXISTING CATCH BASINS THAT WILL BE
 CONNECTED TO EXFILTRATION TRENCHES SHOULD INCLUDE PRBS.
 PREVIOUS COMMENT: EXISTING CATCH BASINS IN THE PARKING
 LOT NORTH OF BISCAYNE DR SHOULD HAVE BAFFLES INSTALLED
 TO PROTECT THE EXFILTRATION TRENCHES.
  
 4. [SATISFIED] CONSIDER USING THE EXISTING CATCH BASIN
 SOUTH OF S-102 INSTEAD OF STRUCTURE S-102 TO CONNECT
 THE NEW EXFILTRATION TRENCHES WITH THE EXISTING
 DRAINAGE SYSTEM. THIS WILL MOVE THE EAST-WEST DRAINAGE
 PIPE OUT OF THE LANDSCAPE ISLAND.
  
 5. [SATISFIED] CONFIRM THE EXISTING DRAINAGE AND
 SANITARY SEWER MAINS ARE CORRECTLY SHOWN AT THE EAST
 END OF BISCAYNE DR (EAST OF THE ALLEY).
  
 6. [SATISFIED] THE CITY MAY HAVE TO OBTAIN AN EASEMENT
 OVER THE EASTERN TWO CATCH BASINS AND DOWNSTREAM STORM
 PIPES AND STRUCTURES IN BISCAYNE DR. RIGHT OF WAY.
  
 7. [SATISFIED] PROVIDE CROSS SECTION FOR DRIVEWAY ONTO
 FLAMINGO DR.
  
 8. [SATISFIED] CURB INLET DRAINAGE STRUCTURE AT
 FLAMINGO DRIVE DRIVEWAY WILL NEED TO BE MODIFIED. SHOW
 PIPE CONNECTION(S) TO THE STRUCTURE.
  
 9. [SATISFIED] THIS WILL BE CONFIRMED DURING
 ENGINEERING PERMIT SUBMITTAL. PREVIOUS COMMENT: THE
 DRAINAGE SYSTEM IS TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA.
  
 10. [SATISFIED] RAISED CURB OR WHEEL STOPS WILL BE
 NEEDED AT THE END OF THE PARALLEL PARKING SPACES ON THE
 NORTH SIDE OF BISCAYNE DRIVE.
  
 11. [SATISFIED] PARKING ALONG THE SOUTH SIDE OF
 BISCAYNE DRIVE SHOULD BE PROHIBITED OPPOSITE THE
 PARALLEL PARKING SPACES TO ALLOW SUFFICIENT BACKUP AREA
 BEHIND THE PARALLEL PARKING SPACES.
  
 12. [SATISFIED] STRUCTURE S-102: SHOULD WEIR BE PLACED
 OVER THE EAST PIPE OPENING? SHOULD SOUTH INVERT BE
 INDICATED AS EAST INVERT?
  
 13. [SATISFIED] THE WEST PIPE FOR THE STORM MANHOLE
 EAST OF THE ALLEY IS CALLED OUT AS 18-INCH CLAY PIPE
 BUT THE PIPELINE IS LABELED AS EXIST. 18-INCH RCP.
  
 14. [SATISFIED] REMOVE THE PRIOR EXISTING IMPROVEMENTS
 SHOWN WHERE THE EXISTING SCHOOL BUILDING IS SHOWN.
  
 15. [NOT SATISFIED] THE PARKING SPACES IN QUESTION ARE
 DIRECTLY SOUTH OF THE EXISTING SCHOOL BUILDING.
 PREVIOUS COMMENT: SHOW ON THE DEMOLITION PLAN THE
 REMOVAL OF THE SIDEWALK ALONG THE NORTH SIDE OF
 BISCAYNE DRIVE WHERE THE NEW PARALLEL PARKING SPACES
 ARE PROPOSED.
  
 16. [SATISFIED] SUGGEST ADDING CROSSWALK STRIPING AND
 SIGNAGE ON BISCAYNE DRIVE AT THE CURB RAMPS EST OF THE
 ALLEY.
  
 17. [SATISFIED] PROVIDE CONVERSION FACTOR BETWEEN NAVD
 1988 AND NGVD 1929 ON ALL SHEETS WITH ELEVATION
 INFORMATIKON.
  
 18. [NOT SATISFIED] LABEL THE EASEMENT(S) ON SHEET
 C2.1. PREVIOUS COMMENT: SHOW AND LABEL THE UTILITY
 EASEMENT(S) ON BISCAYNE DRIVE.
  
 19. [SATISFIED] THE EXISTING 12" STORM TO BE CONNECTED
 TO THE NEW DRAINAGE SYSTEM WITH 18" X 12" TEE AT THE
 WEST END OF BISCAYNE DRIVE MAY REQUIRE THE TEE BE
 ROTATED UP OR DOWN. A STRUCTURE MAY BE NEEDED INSTEAD
 OF THE TEE TO MAKE THE CONNECTION.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120 (O)
 561-351-0510 (M)
Review Stop STORM STORMWATER
Rev No 3 Status F Date 08-04-2021 Cont ID  
Sent By tward Date 08-04-2021 Time 08:37 Rev Time 0.00
Received By tward Date   Time   Sent To  
Notes
2021-08-03 16:32:15THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 ENGINEERING PLANS SUBMITTED 7/28/2021.
  
 1. [NOT SATISFIED] PROVIDE SPOT GRADES OR FLOW ARROWS
 FOR THE PARKING AREAS NORTH OF BISCAYNE DR.
  
 2. [NOT SATISFIED - PREVIOUS COMMENT: INDICATE IF THE
 SIDEWALK ALONG THE EAST SIDE OF THE PARKING LOT NORTH
 OF BISCAYNE DR WILL BE FLUSH OR ELEVATED WITH THE
 PARKING SPACES.] RESPONSE TO COMMENT WAS THAT THE
 SIDEWALK WOULD BE FLUSH WITH THE PARKING AREA. THESE
 PARKING SPACES ARE 16 FEET DEEP WITH TWO FEET OF
 OVERHANG ON THE SIDEWALK. WHEEL STOPS OR RAISED
 SIDEWALK WILL BE NEEDED TO PREVENT VEHICLES FROM
 PARKING FURTHER OVER THE SIDEWALK.
  
 3. [PARTIALLY SATISFIED] THE EXISTING CATCH BASINS THAT
 WILL BE CONNECTED TO EXFILTRATION TRENCHES SHOULD
 INCLUDE PRBS. PREVIOUS COMMENT: EXISTING CATCH BASINS
 IN THE PARKING LOT NORTH OF BISCAYNE DR SHOULD HAVE
 BAFFLES INSTALLED TO PROTECT THE EXFILTRATION TRENCHES.
  
 4. [SATISFIED] CONSIDER USING THE EXISTING CATCH BASIN
 SOUTH OF S-102 INSTEAD OF STRUCTURE S-102 TO CONNECT
 THE NEW EXFILTRATION TRENCHES WITH THE EXISTING
 DRAINAGE SYSTEM. THIS WILL MOVE THE EAST-WEST DRAINAGE
 PIPE OUT OF THE LANDSCAPE ISLAND.
  
 5. [SATISFIED] CONFIRM THE EXISTING DRAINAGE AND
 SANITARY SEWER MAINS ARE CORRECTLY SHOWN AT THE EAST
 END OF BISCAYNE DR (EAST OF THE ALLEY).
  
 6. [SATISFIED] THE CITY MAY HAVE TO OBTAIN AN EASEMENT
 OVER THE EASTERN TWO CATCH BASINS AND DOWNSTREAM STORM
 PIPES AND STRUCTURES IN BISCAYNE DR. RIGHT OF WAY.
  
 7. [NOT SATISFIED] PROVIDE CROSS SECTION FOR DRIVEWAY
 ONTO FLAMINGO DR.
  
 8. [NOT SATISFIED] CURB INLET DRAINAGE STRUCTURE AT
 FLAMINGO DRIVE DRIVEWAY WILL NEED TO BE MODIFIED. SHOW
 PIPE CONNECTION(S) TO THE STRUCTURE.
  
 9. [SATISFIED] THIS WILL BE CONFIRMED DURING
 ENGINEERING PERMIT SUBMITTAL. PREVIOUS COMMENT: THE
 DRAINAGE SYSTEM IS TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA.
  
 NEW COMMENTS:
 10. RAISED CURB OR WHEEL STOPS WILL BE NEEDED AT THE
 END OF THE PARALLEL PARKING SPACES ON THE NORTH SIDE OF
 BISCAYNE DRIVE.
  
 11. PARKING ALONG THE SOUTH SIDE OF BISCAYNE DRIVE
 SHOULD BE PROHIBITED OPPOSITE THE PARALLEL PARKING
 SPACES TO ALLOW SUFFICIENT BACKUP AREA BEHIND THE
 PARALLEL PARKING SPACES.
  
 12. STRUCTURE S-102: SHOULD WEIR BE PLACED OVER THE
 EAST PIPE OPENING? SHOULD SOUTH INVERT BE INDICATED AS
 EAST INVERT?
  
 13. THE WEST PIPE FOR THE STORM MANHOLE EAST OF THE
 ALLEY IS CALLED OUT AS 18-INCH CLAY PIPE BUT THE
 PIPELINE IS LABELED AS EXIST. 18-INCH RCP.
  
 14. REMOVE THE PRIOR EXISTING IMPROVEMENTS SHOWN WHERE
 THE EXISTING SCHOOL BUILDING IS SHOWN.
  
 15. SHOW ON THE DEMOLITION PLAN THE REMOVAL OF THE
 SIDEWALK ALONG THE NORTH SIDE OF BISCAYNE DRIVE WHERE
 THE NEW PARALLEL PARKING SPACES ARE PROPOSED.
  
 16. SUGGEST ADDING CROSSWALK STRIPING AND SIGNAGE ON
 BISCAYNE DRIVE AT THE CURB RAMPS EST OF THE ALLEY.
  
 17. PROVIDE CONVERSION FACTOR BETWEEN NAVD 1988 AND
 NGVD 1929 ON ALL SHEETS WITH ELEVATION INFORMATIKON.
  
 18. SHOW AND LABEL THE UTILITY EASEMENT(S) ON BISCAYNE
 DRIVE.
  
 19. THE EXISTING 12" STORM TO BE CONNECTED TO THE NEW
 DRAINAGE SYSTEM WITH 18" X 12" TEE AT THE WEST END OF
 BISCAYNE DRIVE MAY REQUIRE THE TEE BE ROTATED UP OR
 DOWN. A STRUCTURE MAY BE NEEDED INSTEAD OF THE TEE TO
 MAKE THE CONNECTION.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120 (O)
 561-351-0510 (M)
  
  
Review Stop STORM STORMWATER
Rev No 2 Status   Date 04-06-2021 Cont ID  
Sent By tward Date 04-06-2021 Time 21:40 Rev Time 0.00
Received By tward Date 04-06-2021 Time 21:40 Sent To  
Notes
2021-04-06 21:40:24THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 ENGINEERING PLANS SUBMITTED 3/25/2021:
  
 1. PROVIDE SPOT GRADES OR FLOW ARROWS FOR THE PARKING
 AREAS NORTH OF BISCAYNE DR.
  
 2. INDICATE IF THE SIDEWALK ALONG THE EAST SIDE OF THE
 PARKING LOT NORTH OF BISCAYNE DR WILL BE FLUSH OR
 ELEVATED WITH THE PARKING SPACES.
  
 3. EXISTING CATCH BASINS IN THE PARKING LOT NORTH OF
 BISCAYNE DR SHOULD HAVE BAFFLES INSTALLED TO PROTECT
 THE EXFILTRATION TRENCHES.
  
 4. CONSIDER USING THE EXISTING CATCH BASIN SOUTH OF
 S-102 INSTEAD OF STRUCTURE S-102 TO CONNECT THE NEW
 EXFILTRATION TRENCHES WITH THE EXISTING DRAINAGE
 SYSTEM. THIS WILL MOVE THE EAST-WEST DRAINAGE PIPE OUT
 OF THE LANDSCAPE ISLAND.
  
 5. CONFIRM THE EXISTING DRAINAGE AND SANITARY SEWER
 MAINS ARE CORRECLTY SHOWN AT THE EAST END OF BISCAYNE
 DR (EAST OF THE ALLEY).
  
 6. THE CITY MAY HAVE TO OBTAIN AN EASEMENT OVER THE
 EASTERN TWO CATCH BASINS AND DOWNSTREAM STORM PIPES AND
 STRUCTURES IN BISCAYNE DR. RIGHT OF WAY.
  
 7. PROVIDE CROSS SECTION FOR DRIVEWAY ONTO FLAMINGO DR.
  
 8. CURB INLET DRAINAGE STRUCTURE AT FLAMINGO DRIVE
 DRIVEWAY WILL NEED TO BE MODIFIED. SHOW PIPE
 CONNECTION(S) TO THE STRUCTURE.
  
 9. THE DRAINAGE SYSTEM IS TO BE DESIGNED TO MEET SFWMD
 ERP CRITERIA.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120 (O)
 561-351-0510 (M)
  
  
  
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 02-11-2021 Cont ID  
Sent By tward Date 02-11-2021 Time 11:31 Rev Time 0.00
Received By tward Date 02-11-2021 Time 11:33 Sent To  
Notes
2021-02-11 11:32:55THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. PROVIDE AS-BUILT DRAWING FOR THE DRAINAGE SYSTEM
 SERVING THE PARKING LOT ON THE SOUTH SIDE OF BISCAYNE
 DRIVE. CONFIRM THAT IT CONNECTS TO THE DRAINAGE SYSTEM
 IN S. DIXIE.
  
 2. DRAINAGE PATTERNS TO BE MAINTAINED ON BISCAYNE DRIVE
 AT THE CONNECTION WITH S. DIXIE HWY. I.E. RUNOFF FROM
 S. DIXIE TO CONTINUE TO FLOW ON TO BISCAYNE DRIVE UNTIL
 OTHER ARRANGEMENTS FOR THE STORMWATER RUNOFF IS MADE.
  
 3. THE DRAINAGE SYSTEM IN BISCAYNE DRIVE MAY BE ABLE TO
 BE TURNED OVER TO THE DEVELOPER WHEN THE BISCAYNE R/W
 IS ABANDONED. PLEASE ADVISE WHICH ENTITIES WILL HAVE
 LAND OWNERSHIP OF THE ABANDONED BSICAYNE DRIVE R/W AND
 THE PARCELS ADJACENT TO BISCAYNE DRIVE. STAFF WILL
 CHECK WITH PUBLIC UTILITIES REGARDING PROCESS FOR
 TURNING IT OVER. EASEMENT MAY BE NEEDED OVER THE
 EASTERN MOST CATCH BASINS AND PIPES OUT TO S. DIXIE
 HWY.
  
 4. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA FOR WATER QUALITY AND PEAK FLOW LIMITATIONS.
 CONSIDER INCLUDING LOW IMPACT DEVELOPMENT IN THE
 DESIGN.
  
 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 MAY
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 4. DRAINAGE CALCULATIONS WILL BE REVIEWED WITH THE
 ENGINEERING PERMIT APPLICATION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 3 Status F Date 06-16-2021 Cont ID  
Sent By vnoel Date 06-16-2021 Time 09:50 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-06-16 10:45:071. BISCAYNE SURVEY13-1383-15 05 26 21 IS STILL NOT
 SIGNED.
 2. NEED TO KNOW HOW FDOT WANTS TO HANDLE THE DRAINAGE
 AT DIXIE. THIS IS HOLDING UP THE APPRAISALS.
 3. WHEN ABANDONED, BISCAYNE AND THE ALLEY WILL BE
 DIVIDED UP BETWEEN MULTIPLE OWNERS. THIS IS GOING TO
 CREATE PARCELS WITH NO FRONTAGE SO THERE MAY HAVE TO BE
 EITHER ADDITIONAL PLATTING OR UNITY OF TITLES TO CLEAN
 UP. MAY NEED TO BE HELD IN ESCROW. WILL NEED APPROVAL
 FROM ADJACENT OWNER(S)IF THEY ARE WILLING OR ABLE.
 4. RESPONSE TO PREVIOUS COMMENT #4 SAYS FPL WAS
 ABANDONED BUT WHAT I NEED ARE COPIES OF DEED BOOK UE'S
 SHOWN ON SURVEY.
 5. A SEPARATE PLAT COMMENTS LETTER WILL BE ISSUED. PLAT
 REVIEW FEE OF $1501 IS REQUIRED.
Review Stop SURVEY SURVEYING
Rev No 2 Status F Date 03-29-2021 Cont ID  
Sent By vnoel Date 03-29-2021 Time 10:07 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-03-29 10:25:301. SURVEY STILL NOT SIGNED.
 2. NEED SURVEY OF ALLEY.
 3. SHOW EXISTING SANITARY ON SP-1.
 4. OLD UE'S WILL NEED TO BE ABANDONED. PROVIDE COPIES
 FOR OWNERSHIP.
 5. ENG. PLANS SHOW EXISTING STORM MANHOLE ON TOP OF
 EXISTING WATER MAIN AT WEST END OF BISCAYNE?
 6. EXISTING DRAINAGE FROM DIXIE (FDOT) DRAINS INTO THE
 EASTERN 2 CATCH BASINS THEN OUT INTO THE DIXIE DRAINAGE
 SYSTEM. PRIOR TO APPROVAL WE WILL NEED TO KNOW FROM
 FDOT HOW TO HANDLE. CONSULTANT TO CONTACT FDOT TO
 RESOLVE.
  
 PREVIOUS COMMENTS FOR REPLAT AND EASEMENT RESERVATION
 STILL PERTAIN.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 02-05-2021 Cont ID  
Sent By vnoel Date 02-05-2021 Time 14:20 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2021-02-05 14:52:06INCLUDES PB CASE NO.'S 1876 AND 1877.
  
 1. SURVEY NEEDS TO BE SIGNED AND SEALED.
 2. NEED SEPARATE S & S COPIES OF SKETCH AND LEGALS FOR
 ABANDONMENTS. NEED SIGN-OFFS FROM ALL UTILITIES.
 3. APPRAISALS WILL BE REQUIRED AND WILL BE ORDERED
 AFTER RECEIPT OF PAYMENT. QUOTE WILL BE REQUESTED AFTER
 FURTHER REVIEW.
 4. REPLAT WILL BE REQUIRED. LIMITS TO BE DETERMINED.
 5. REVIEW OF EXISTING DRAINAGE IS NEEDED. ENG. PLANS
 SHOW DRAINAGE INTO FEC R/W WHICH DIFFERS FROM GIS.
 6. ADD CONVERSION TO NGVD TO SURVEY AND ENGINEERING
 PLANS.
 7. UTILITY AND/OR DRAINAGE EASEMENTS WILL NEED TO BE
 RESERVED.
 8. MAY NEED TO ADJUST BUILDING DUE TO PROXIMITY WITH
 20" WATER MAIN.
  
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 06-22-2021 Cont ID  
Sent By   Date 06-22-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-06-22 18:20:55NO FURTHER COMMENTS.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 03-29-2021 Cont ID  
Sent By   Date 03-29-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-03-29 16:41:27TRAFFIC COMMENTS
 1) NOT-SATISFIED. PROVIDE COUNTY TPS LETTER ONCE
 AVAILABLE
 2) SATISFIED. SHOWCASE TURNING VOLUMES AT THE FLAMINGO
 AND DIXIE INTERSECTION IN FIGURE 2
 3) SATISFIED. ONLY ONE SCHOOL AND THE TENNIS COURT HAVE
 BEEN ACCOUNTED FOR TRIP GENERATION CALCULATIONS. PLEASE
 INCLUDE THE OTHER FACILITIES WITHIN THE DEVELOPMENT
 (I.E. OFFICE BUILDING AND SECOND SCHOOL)
 4) SATISFIED. PROVIDE INTERSECTION ANALYSIS FOR:
 O DIXIE AND BELVEDERE
 O DIXIE AND FLAMINGO DR
 O DIXIE AND BISCAYNE BLVD
 5) NOT-SATISFIED. PLEASE SUMMARIZE AND TABULARIZE THE
 RESULTS OF THE INTERSECTION CAPACITY ANALYSES FOR
 FLAMINGO AND BISCAYNE, SPECIFICALLY LOS FOR EACH
 SCENARIO. PLEASE INCLUDE PROPER NARRATIVE EXPLAINING
 THE RESULTS, HIGHLIGHTING FAILING MOVEMENTS, AND
 PROPOSING MITIGATION OR ROADWAY IMPROVEMENTS, IF ANY.
 6) NOT-SATISFIED. CONDUCT A TRAFFIC SIGNAL WARRANT
 ANALYSIS FOR THE DIXIE AND BISCAYNE BLVD INTERSECTION
  
 SITE COMMENTS
 7) PARTIALLY-SATISFIED. PROVIDE DETAILS OF STREETS AND
 PARCELS ON THE OPPOSITE OF THE ROAD(S) SURROUNDING THE
 PROPOSED DEVELOPMENT (E.G. DRIVEWAYS, CURB CUTS,
 PARKING STALLS, ETC.). PLEASE PROVIDE MISSING DETAILS
 ALONG CLAREMORE DR.
 8) SATISFIED. PROVIDE A CROSSWALK ACROSS THE BISCAYNE
 BLVD DRIVEWAY
 9) SATISFIED. MILL AND REPAVE BISCAYNE BLVD
 10) SATISFIED. PROVIDE AUTOTURN FOR THE LOADING ZONE
 11) SATISFIED. IF NOT PRESENT, PROVIDE BICYCLE RACKS
 NEARBY EACH BUILDING OR FACILITY ENTRANCES, AND
 IDENTIFY THEM ON THE SITE PLAN. RECORD THE NUMBER OF
 BICYCLE PARKING IN THE SITE TABULAR DATA
 12) SATISFIED. ONLY ONE SCHOOL AND THE TENNIS COURTS
 WERE INCLUDED IN PARKING CALCULATIONS. PLEASE INCLUDE
 THE OTHER FACILITIES WITHIN THE DEVELOPMENT (I.E.
 OFFICE BUILDING AND SECOND SCHOOL)
 13) PARTIALLY-SATISFIED. IDENTIFY AND DESIGNATE A
 MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20 FEET) AND
 PROVIDE BASIC ELECTRIFICATION READINESS (CIRCUIT BOX
 AND ELECTRIC CONDUIT). PLEASE LOCATE THE MICROMOBILITY
 STATION NEARBY A BUILDING ENTRANCE.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 02-11-2021 Cont ID  
Sent By   Date 02-11-2021 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2021-02-11 12:28:46TRAFFIC STATEMENT COMMENTS
 1) PROVIDE COUNTY TPS LETTER
 2) SHOWCASE TURNING VOLUMES AT THE FLAMINGO AND DIXIE
 INTERSECTION IN FIGURE 2
 3) ONLY ONE SCHOOL AND THE TENNIS COURT HAVE BEEN
 ACCOUNTED FOR TRIP GENERATION CALCULATIONS. PLEASE
 INCLUDE THE OTHER FACILITIES WITHIN THE DEVELOPMENT
 (I.E. OFFICE BUILDING AND SECOND SCHOOL)
 4) PROVIDE INTERSECTION ANALYSIS FOR:
 O DIXIE AND BELVEDERE
 O DIXIE AND FLAMINGO DR
 O DIXIE AND BISCAYNE BLVD
  
 SITE COMMENTS
 5) PROVIDE DETAILS OF STREETS AND PARCELS ON THE
 OPPOSITE OF THE ROAD(S) SURROUNDING THE PROPOSED
 DEVELOPMENT (E.G. DRIVEWAYS, CURB CUTS, PARKING STALLS,
 ETC.)
 6) PROVIDE A CROSSWALK ACROSS THE BISCAYNE BLVD
 DRIVEWAY
 7) MILL AND REPAVE BISCAYNE BLVD
 8) PROVIDE AUTOTURN FOR THE LOADING ZONE
 9) IF NOT PRESENT, PROVIDE BICYCLE RACKS NEARBY EACH
 BUILDING OR FACILITY ENTRANCES, AND IDENTIFY THEM ON
 THE SITE PLAN. RECORD THE NUMBER OF BICYCLE PARKING IN
 THE SITE TABULAR DATA
 10) ONLY ONE SCHOOL AND THE TENNIS COURTS WERE INCLUDED
 IN PARKING CALCULATIONS. PLEASE INCLUDE THE OTHER
 FACILITIES WITHIN THE DEVELOPMENT (I.E. OFFICE BUILDING
 AND SECOND SCHOOL)
 11) IDENTIFY AND DESIGNATE A MICRO-MOBILITY STATION
 AREA (MINIMUM 8 X 20 FEET) AND PROVIDE BASIC
 ELECTRIFICATION READINESS (CIRCUIT BOX AND ELECTRIC
 CONDUIT)
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 4 Status F Date 08-04-2021 Cont ID  
Sent By llouie Date 08-04-2021 Time   Rev Time 0.00
Received By llouie Date 08-04-2021 Time   Sent To  
Notes
2021-08-04 14:20:45ALL OUTSTANDING PPRC REVIEW COMMENTS SHALL BE ADDRESSED
 PRIOR TO MOVING FORWARD TO A PUBLIC HEARING.
Review Stop Z ZONING
Rev No 3 Status F Date 06-21-2021 Cont ID  
Sent By llouie Date 06-21-2021 Time   Rev Time 0.00
Received By llouie Date 06-21-2021 Time   Sent To  
Notes
2021-06-21 15:05:30GENERAL COMMENTS:
  
 1.) PROVIDE WRITTEN CONFIRMATION THAT THE PUBLIC
 UTILITIES DEPARTMENT HAS REVIEWED THE PROPOSAL FOR
 WATER, SEWAGE TREATMENT, STORM DRAINAGE AND GARBAGE
 COLLECTION SERVICES. PLEASE CONTACT THE CITY'S
 ENGINEERING SERVICES DEPARTMENT AT (561) 494-1040 FOR
 INFORMATION. [2/10/2021 AND 4/2/2021 REPEAT COMMENT:
 CITY SERVICE LETTER NOT PROVIDED IN 3/9/2021 OR
 6/3/2021 RESUBMITTAL PACKAGE.]
  
 2.) PROVIDE LETTERS FROM THE FOLLOWING PUBLIC UTILITY
 COMPANIES CONFIRMING THAT THE PROPOSED PROJECT DOES NOT
 ENCROACH INTO THEIR EASEMENTS OR OTHERWISE INTERFERE
 WITH THE PROVISION OF THEIR SERVICES: AT&T, FLU, FPL
 AND COMCAST. [2/10/2021 REPEAT COMMENT: REQUESTED
 LETTERS FROM THE UTILITY COMPANIES NOT PROVIDED IN
 3/9/2021 RESUBMITTAL PACKAGE. SPOKE TO JSCHMIDT ON
 6/16/21 AND WAS INFORMED OF DIFFICULTIES OBTAINING
 LETTERS; STAFF EMAILED RECENT CONTACTS FOR UTILITY
 PROVIDERS TO JSCHMDIT ON 6/16.]
  
 3.) THE RESUBMITTAL FOR THE FUTURE LAND USE MAP
 AMENDMENT (REFERENCE: PB 1878A) WAS NOT PROVIDED IN THE
 RESUBMITTAL PACKET FOR THE CPD. PLEASE PROVIDE A STATUS
 UPDATE, AS ALL APPLICATIONS SHOULD MOVE FORWARD
 CONCURRENTLY. [NOTE: RECEIVED UPDATE FROM JSCHMDIT ON
 6/18/2021. APPLICANT IS WORKING ON GETTING THE CRITICAL
 COMPONENTS OF THE FLUMA APPLICATION.]
  
  
 SITE PLAN COMMENTS:
  
 1.) IN THE NOTES TABLE: A) PLEASE CONFIRM IF THE LATEST
 SURVEY FOR THE PROJECT APPLICATION (DATED 1/23/2021)
 WAS USED FOR THE BASE INFORMATION FOR THE PROPOSED
 PROJECT. ACCORDING TO THE NOTES, THE SURVEY USED WAS
 DATED 7/16/18. PLEASE CORRECT IF THIS WAS AN ERROR.
 B) THE NOTE FOR OUTDOOR LIGHTING HAS BEEN DUPLICATED IN
 THE TABLE. PLEASE ELIMINATE THE DUPLICATE.
  
 2.) PLEASE ADDRESS THE FOLLOWING IN THE SITE DATA
 TABULAR FOR ACCURACY: A) STAFF HAS COUNTED THE BICYCLE
 PARKING TO BE 8 (NOT 6). PLEASE ADDRESS FOR
 CONSISTENCY.
  
 3.) PLEASE ADDRESS THE FOLLOWING IN THE PROPERTY
 DEVELOPMENT REQUIREMENTS: A) THE PROPOSED FAR IS 0.74
 (NOT 0.64 AS SPECIFIED IN THE TABLE).
  
 4.) FOR TENNIS FACILITY PHASE I (SHEET SP-2): THE
 PROPOSED 14 FT. HIGH FENCE SHALL MEET THE HEIGHT
 REQUIREMENTS IN ZLDR S.94-302(C). IF THE FENCE HEIGHT
 CANNOT BE MET, THEN A WAIVER SHALL BE REQUESTED AT THIS
 TIME. [NOTE: IF THE FENCE IS LOCATED BEYOND THE
 REQUIRED SETBACKS, THE HEIGHT MAY BE GREATER THAN THE
 MAXIMUM HEIGHT RESTRICTIONS PROVIDED IN ZLDR
 S.94-302(C)].
  
 5.) REPLACE EXISTING 5 FT. HIGH CHAIN LINK FENCE WITH
 ALUMINUM PICKET PROPOSED ELSEWHERE IN THE PROJECT FOR
 CONSISTENCY. CONSISTENCY WITH THE DECORATIVE ALUMINUM
 FENCING WOULD ENHANCE THE VISUAL APPEAL AND PROVIDE A
 GREATER SENSE OF COHESION WITH THE PROJECT.
  
  
 LIGHTING/PHOTOMETRIC PLAN:
  
 1.) THE PHOTOMETRIC PLAN SHALL SHOW ILLUMINATION
 SPILLOVER BEYOND THE PROPERTY LINES OF THE PROJECT.
 PLEASE NOTE THAT PER ZLDR S.94-207(D)(8), ANY SOURCE OF
 ILLUMINATION FOR A CPD SHALL NOT EXCEED ONE FOOTCANDLE
 AT OR BEYOND THE BOUNDARIES OF THE DEVELOPMENT. PLEASE
 DEMONSTRATE COMPLIANCE. [4/2/21 REPEAT COMMENT: LIGHT
 SPILLOVER MUST BE SHOWN PAST THE PROPERTY LINE(S) TO
 DEMONSTRATE COMPLIANCE WITH ZLDR S. 94-207(D)(8).]
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF SIX
 (6) PAPER COPIES, ONE (1) REDUCED COPY IN 8 ? INCHES X
 11 INCHES AND ONE (1) SET IN 11 INCHES X 17 INCHES, AND
 AN ELECTRONIC COPY OF ALL PLANS.
  
 * CHANGES ON THE RESUBMITTAL PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT OF THE ORIGINAL APPLICATION FEE
 ($600.00).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
Review Stop Z ZONING
Rev No 2 Status F Date 04-02-2021 Cont ID  
Sent By llouie Date 04-02-2021 Time   Rev Time 0.00
Received By llouie Date 04-02-2021 Time   Sent To  
Notes
2021-04-02 14:37:41GENERAL COMMENTS:
  
 1.) PROVIDE THE FOLLOWING NOTE IN THE SITE PLAN TO
 DEMONSTRATE CONSISTENCY WITH ZLDR S.94-142: ALL PUBLIC
 UTILITIES SERVICE CONNECTIONS, INCLUDING TELEPHONE,
 CABLE AND ELECTRIC DISTRIBUTION SERVICE SHALL BE
 INSTALLED UNDERGROUND. [2/10/2021 MODIFIED COMMENT:
 THIS WAS PROVIDED AS A GENERAL COMMENT, BUT IT SHOULD
 BE PROVIDED IN THE SITE PLAN TO GIVE STAFF SOME
 ASSURANCES OF COMPLIANCE.]
  
 2.) PURSUANT TO SECTION 94-207 OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS (ZLDRS) THE INTENT OF A PLANNED
 DEVELOPMENT IS TO ENCOURAGE THROUGH INCENTIVES, THE USE
 OF INNOVATIVE LAND PLANNING AND DEVELOPMENT TECHNIQUES
 TO CREATE MORE DESIRABLE AND ATTRACTIVE DEVELOPMENT IN
 THE CITY. PLEASE PROVIDE ADDITIONAL INFORMATION IN THE
 JUSTIFICATION STATEMENT HOW THIS IS BEING ACHIEVED IN
 THE SITE DESIGN FOR THE PROPOSED DEVELOPMENT PROJECT.
 [2/10/2021 REPEAT COMMENT: NOT ADDRESSED. THE
 JUSTIFICATION LETTER DOES NOT EXPLAIN HOW THE CREATION
 OF THE CPD WOULD BENEFIT THE CITY AND THE COMMUNITY
 THROUGH THE USE OF INCENTIVES/WAIVERS TO CREATE A MORE
 DESIRABLE AND ATTRACTIVE DEVELOPMENT.]
  
 3.) PROVIDE WRITTEN CONFIRMATION THAT THE PUBLIC
 UTILITIES DEPARTMENT HAS REVIEWED THE PROPOSAL FOR
 WATER, SEWAGE TREATMENT, STORM DRAINAGE AND GARBAGE
 COLLECTION SERVICES. PLEASE CONTACT THE CITY'S
 ENGINEERING SERVICES DEPARTMENT AT (561) 494-1040 FOR
 INFORMATION. [2/10/2021 REPEAT COMMENT: CITY SERVICE
 LETTER NOT PROVIDED IN 3/9/2021 RESUBMITTAL PACKAGE.]
  
 4.) PROVIDE LETTERS FROM THE FOLLOWING PUBLIC UTILITY
 COMPANIES CONFIRMING THAT THE PROPOSED PROJECT DOES NOT
 ENCROACH INTO THEIR EASEMENTS OR OTHERWISE INTERFERE
 WITH THE PROVISION OF THEIR SERVICES: AT&T, FLU, FPL
 AND COMCAST. [2/10/2021 REPEAT COMMENT: REQUESTED
 LETTERS FROM THE UTILITY COMPANIES NOT PROVIDED IN
 3/9/2021 RESUBMITTAL PACKAGE.]
  
 5.) EXPLAIN THE SITE PLAN TECHNIQUES THAT WILL BE
 UTILIZED TO ASSIST IN THE MITIGATION OF WAIVER REQUEST
 #3 (SETBACK REQUIREMENTS) IN THE JUSTIFICATION
 STATEMENT.
  
 6.) IT WOULD BE HELPFUL TO BREAK-UP THE SETBACK WAIVER
 REQUESTS AND PROVIDE A SUMMARY AND EXPLANATION AND
 MITIGATIVE MEASURES FOR EACH (I.E. FRONT SETBACK
 (CLAREMORE AVENUE), SIDE INTERIOR SETBACK, ETC.)
  
  
 SITE PLAN COMMENTS:
  
 1.) PLEASE ADDRESS THE FOLLOWING OUTSTANDING/ADDED
 COMMENTS FROM 2/10/2021 FOR THE SITE DATA TABULAR: A)
 THE AGREED UPON PARKING CALCULATION FOR THE PROPOSED
 TENNIS COURTS WAS 2 PARKING SPACES PER COURT (AS
 UTILIZED IN THE FLAMINGO HEALTH CLUB PROJECT, ISPR
 18-07). THIS IS NOT REFLECTED IN THE PARKING
 CALCULATIONS FOR THE PROPOSED INDOOR RECREATION
 FACILITY. B) CHECK THE CANOPY AREA CALCULATIONS. THE
 AMOUNT OF CANOPY AREA DID NOT ADD UP TO 6,038 SQ. FT.
 AS NOTED IN THE TABULAR.
  
 2.) CONSIDER UTILIZING A MORE ATTRACTIVE MATERIAL FOR
 THE PROPOSED 6 FT. HIGH ROLLING GATE, SINCE IT WILL BE
 VISIBLE FROM SOUTH DIXIE HIGHWAY. A DIFFERENT TYPE OF
 GATE (VS. CLF) WOULD ENHANCE THE AESTHETIC APPEARANCE
 OF THE PROJECT FROM THE VISIBLE ROW.
  
 3.) LIGHT POLE FIXTURES SHALL BE SETBACK AT LEAST 5 FT.
 FROM THE PROPERTY LINE(S). THERE SEEMS TO BE POLE
 FIXTURE(S) THAT DO NOT COMPLY WITH THE MINIMUM SETBACK
 FOR THE POLE FIXTURES. ALSO, PLEASE ENSURE THAT THE
 PLACEMENT OF THE POLE FIXTURES WILL NOT BE IN CONFLICT
 WITH THE PARKING OF VEHICLES.
  
 4.) PLEASE CONSULT WITH THE PUBLIC WORKS DEPARTMENT TO
 DETERMINE IF THE ROLLOUT DUMPSTERS ARE ACCEPTABLE, AS
 SPECIFIED IN #14 SITE PLAN COMMENTS RESPONSE TO STAFF
 IN THE PPRC RESPONSE TO COMMENTS, DATED 3/8/2021 AND
 RECEIVED BY THE DEVELOPMENT SERVICES DEPARTMENT -
 PLANNING DIVISION ON 3/9/2021.
  
 5.) THE PROPOSED LOCATION FOR THE ADMINISTRATIVE OFFICE
 BUILDING BICYCLE RACK IS INCONSISTENT WITH THE BICYCLE
 PARKING STANDARDS FOR RACK PLACEMENT. [ZLDR
 S.94-485(Q)]
  
 6.) PARKING AND STRIPING DETAIL SHOULD ACCURATELY
 REFLECT THE PROPOSED PARKING STALLS FOR THE PROJECT
 (I.E. UTILIZATION OF A 2 FT. CURB OVERHANG VS. WHEEL
 STOPS).
  
 7.) PROPOSED SIGN A DOES NOT MEET THE MINIMUM SETBACK
 DISTANCE OF 24 FT. FROM ANOTHER LOT LINE. [ZLDR
 S.94-408(D)(2)]
  
  
 LIGHTING/PHOTOMETRIC PLAN:
  
 1.) THE PHOTOMETRIC PLAN SHALL SHOW ILLUMINATION
 SPILLOVER BEYOND THE PROPERTY LINES OF THE PROJECT.
 PLEASE NOTE THAT PER ZLDR S.94-207(D)(8), ANY SOURCE OF
 ILLUMINATION FOR A CPD SHALL NOT EXCEED ONE FOOTCANDLE
 AT OR BEYOND THE BOUNDARIES OF THE DEVELOPMENT. PLEASE
 DEMONSTRATE COMPLIANCE.
  
 2.) THE FOLLOWING NOTE SHALL BE INCLUDED IN THE
 PHOTOMETRIC PLAN (IN ADDITION TO THE SITE PLAN): ALL
 OUTDOOR LIGHTING SHALL BE SHIELDED TO REDUCE GLARE AND
 SHALL BE ARRANGED TO REFLECT LIGHT OR GLARE WAY FROM
 ALL ADJACENT RESIDENTIAL DISTRICTS, ADJACENT
 RESIDENCES, OR PUBLIC THOROUGHFARES.
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF SIX
 (6) PAPER COPIES, ONE (1) REDUCED COPY IN 8.5 INCHES X
 11 INCHES AND ONE (1) SET IN 11 INCHES X 17 INCHES, AND
 AN ELECTRONIC COPY OF ALL PLANS.
  
 * CHANGES ON THE RESUBMITTAL PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT OF THE ORIGINAL APPLICATION FEE
 ($600.00).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
Review Stop Z ZONING
Rev No 1 Status F Date 02-10-2021 Cont ID  
Sent By llouie Date 02-10-2021 Time   Rev Time  
Received By llouie Date 02-10-2021 Time   Sent To  
Notes
2021-02-10 11:59:46GENERAL COMMENTS:
  
 1.) SIGNED AND NOTARIZED PROPERTY OWNER'S LIST
 AFFIDAVIT IS MISSING FROM THE APPLICATION SUBMITTAL.
  
 2.) THE APPLICANT SHOULD SUBMIT AN APPLICATION FOR A
 FUTURE LAND USE (FLU) MAP AMENDMENT TO CONSOLIDATE THE
 SPLIT FLU OF THE PARCELS THAT MAKE UP THE PROPOSED
 PLANNED DEVELOPMENT SITE.
  
 3.) ALL PUBLIC UTILITIES SERVICE CONNECTIONS, INCLUDING
 TELEPHONE, CABLE AND ELECTRIC DISTRIBUTION SERVICE IN
 COMMERCIAL DISTRICTS SHALL BE INSTALLED UNDERGROUND ON
 ALL SITES GREATER THAN 30,000 SQ. FT. [ZLDR S.94-142
 F.]
  
 4.) PURSUANT TO SECTION 94-207 OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS (ZLDRS) THE INTENT OF A PLANNED
 DEVELOPMENT IS TO ENCOURAGE THROUGH INCENTIVES, THE USE
 OF INNOVATIVE LAND PLANNING AND DEVELOPMENT TECHNIQUES
 TO CREATE MORE DESIRABLE AND ATTRACTIVE DEVELOPMENT IN
 THE CITY. PLEASE PROVIDE ADDITIONAL INFORMATION IN THE
 JUSTIFICATION STATEMENT HOW THIS IS BEING ACHIEVED IN
 THE SITE DESIGN FOR THE PROPOSED DEVELOPMENT PROJECT.
  
 5.) AS REQUIRED BY THE ZLDRS FOR A PLANNED DEVELOPMENT,
 PROVIDE ADDITIONAL INFORMATION IN THE JUSTIFICATION
 STATEMENT ON COMPLIANCE WITH THE FOLLOWING SECTIONS OF
 THE ZLDRS: S.94-35(C) (SITE DESIGN QUALITATIVE
 DEVELOPMENT STANDARDS), S.94-33 (COMPREHENSIVE PLAN
 CONSISTENCY), ARTICLE XII (NATURAL RESOURCE
 PROTECTION), AND ARTICLE XVII (FLOOD PREVENTION AND
 CONTROL). [ZLDR S.94-207(B)(1)]
  
 6.) A TPS LETTER FROM THE PALM BEACH COUNTY ENGINEERING
 DEPARTMENT-TRAFFIC DIVISION, STATING THAT THE PROPOSED
 PROJECT MEETS THE TRAFFIC PERFORMANCE STANDARDS (TPS)
 OF PALM BEACH COUNTY IS REQUIRED PRIOR TO SCHEDULING
 FOR PLANNING BOARD.
  
 7.) PROVIDE WRITTEN CONFIRMATION THAT THE PUBLIC
 UTILITIES DEPARTMENT HAS REVIEWED THE PROPOSAL FOR
 WATER, SEWAGE TREATMENT, STORM DRAINAGE AND GARBAGE
 COLLECTION SERVICES. PLEASE CONTACT THE CITY'S
 ENGINEERING SERVICES DEPARTMENT AT (561) 494-1040 FOR
 INFORMATION.
  
 8.) PROVIDE LETTERS FROM THE FOLLOWING PUBLIC UTILITY
 COMPANIES CONFIRMING THAT THE PROPOSED PROJECT DOES NOT
 ENCROACH INTO THEIR EASEMENTS OR OTHERWISE INTERFERE
 WITH THE PROVISION OF THEIR SERVICES: AT&T, FLU, FPL
 AND COMCAST.
  
  
 SITE PLAN COMMENTS:
  
 1.) PLEASE ADDRESS/CLARIFY THE FOLLOWING IN THE SITE
 DATA TABULAR: A) THE PROJECT NAME (ACCORDING TO THE
 APPLICATION SUBMITTAL) IS GREENE SCHOOL CPD (NOT
 BISCAYNE TENNIS CENTER). B) THE PROJECT NUMBER IS:
 PLANNING BOARD CASE NO. 1878 (Z21010029). C) THE
 PROPOSED FUTURE LAND USE DESIGNATION IS LISTED AS
 COMMERCIAL (C). PLEASE CLARIFY IF A FLUMA APPLICATION
 IS TO BE SUBMITTED TO CONSOLIDATE THE FLU OF THE
 PARCELS WITHIN THE PROPOSED DEVELOPMENT. D) CHECK SITE
 CALCULATIONS - SOME OF THE NUMBERS PROVIDED IN THE
 TABLE ARE INACCURATE/INCORRECT AND/OR MISSING
 (INCLUDING BUT NOT LIMITED TO: PROJECT SITE AREA,
 CANOPY AREA CALCULATIONS, SCHOOL CALCULATIONS WHICH
 DOES NOT INCLUDE BREEZEWAY, PARKING CALCULATIONS,
 LOADING AREA REQUIREMENTS, BICYCLE PARKING, ETC.). E)
 BUILDING HEIGHT PROVIDED DOES NOT MATCH THE BUILDING
 HEIGHT IN THE ARCHITECTURAL DRAWINGS.
  
 2.) PLEASE ADDRESS THE FOLLOWING IN THE PROPERTY
 DEVELOPMENT REQUIREMENTS TABLE: A) CHECK REQUIRED AND
 PROPOSED CALCULATIONS FOR: MINIMUM LANDSCAPE AREA B)
 REQUIRED FRONT, SIDE STREET AND SIDE INTERIOR IS
 INCORRECT. C) A NOTATION THAT A WAIVER IS BEING
 REQUESTED FOR THE DEVELOPMENT REGULATIONS THAT CANNOT
 BE MET SHALL BE PROVIDED. D) PROVIDE A NOTE THAT STATES
 THE 0 FT. SETBACK ALONG THE FEC IS PERMITTED.
  
 3.) THE PROPOSED BUILDING SETBACK ALONG CLAREMORE
 AVENUE IS INCORRECTLY LABELED AS THE SIDE SETBACK. THE
 PROPERTY HAS MULTIPLE FRONTAGES AND PER THE CITY'S
 ZLDRS, THE FRONTAGE ALONG CLAREMORE AVENUE IS DEFINED
 AS A FRONT LOT LINE.
  
 4.) THE REQUIRED BUILDING SETBACK FROM THE FRONT LOT
 LINE IS 20 FT. ACCORDING TO THE PLANS, A 5 FT. SETBACK
 IS PROVIDED, AND THEREFORE, A WAIVER SHALL BE REQUIRED.
 [ZLDR S.94-145(2)]
  
 5.) THE REQUIRED INTERIOR SIDE SETBACK IS 15 FT.
 ACCORDING TO THE PLANS, A 5 FT. INTERIOR SIDE SETBACK
 IS PROVIDED, AND THEREFORE, A WAIVER SHALL BE REQUIRED.
 [ZLDR S.94-145(2)]
  
 6.) A ROLLING GATE IS PROVIDED WITHIN THE PORTION OF
 BISCAYNE DRIVE PROPOSED FOR ABANDONMENT. THERE DOES NOT
 SEEM TO BE A VEHICULAR TURNAROUND DESIGNED AT THE GATE.
 PROVISIONS FOR AN ADEQUATE TURNAROUND SHALL BE
 REQUIRED.
  
 7.) HOW HIGH IS THE ROLLING GATE, AND WHAT MATERIAL
 WILL THE ROLLING GATE BE?
  
 8.) VISIBILITY TRIANGLES SHALL BE DRAWN IN ACCORDANCE
 TO THE MINIMUM REQUIREMENTS OF ZLDR S.94-305(E). THE
 VISIBILITY TRIANGLE(S) DEPICTED AT THE CORNER OF
 BISCAYNE DRIVE AND SOUTH DIXIE HIGHWAY SEEM TO BE
 INCORRECT.
  
 9.) ARE THERE ANY LIGHT POLES/FIXTURES PROPOSED FOR THE
 PROJECT? IF SO, PLEASE ILLUSTRATE IN THE PLANS AND
 INCLUDE SETBACK DISTANCE FROM THE PROPERTY LINE(S).
  
 10.) THE PARKING WITHIN THE PROJECT BOUNDARIES SEEMS TO
 BE INCORRECTLY TABULATED. PLEASE ADDRESS FOR
 CONSISTENCY.
  
 11.) DIMENSION OUT THE NEW PARALLEL PARKING SPACES ON
 FLAMINGO DRIVE.
  
 12.) SHOW DIMENSIONS FOR THE 5 COMPACT PARKING SPACES
 PROVIDED FOR THE PROJECT. MINIMUM DIMENSIONS FOR
 COMPACT PARKING SPACES SHALL BE 8 FT. X 16 FT.
 (90-DEGREE PARKING). [ZLDR S.94-485, FIGURE XV-2]
  
 13.) PROVIDE AN OPAQUE FENCE ALONG THE PROPOSED LOADING
 ZONE AREA (VS. EXISTING CHAIN LINK FENCE) TO SCREEN THE
 USE FROM THE ABUTTING PROPERTIES.
  
 14.) PROVIDE AN AUTO-TURN ANALYSIS FOR THE PROPOSED
 LOADING ZONE AREA TO DEMONSTRATE THAT TRUCKS CAN EASILY
 MANEUVER IN AND OUT OF THE LOADING AREA.
  
 15.) PER THE ZLDRS, ONE (1) 10 FT. X 25 FT. LOADING
 ZONE IS REQUIRED FOR THE PROPOSED ADMINISTRATIVE OFFICE
 BUILDING, AND TWO (2) 10 FT. X 50 FT. LOADING ZONES ARE
 REQUIRED FOR THE INDOOR RECREATION BUILDING. IF THE
 LOADING SPACE REQUIREMENT CANNOT BE MET, A WAIVER
 REQUEST WILL BE NECESSARY. INCONSISTENT INFORMATION HAS
 BEEN PROVIDED IN BOTH THE JUSTIFICATION STATEMENT AND
 PLANS. PLEASE ADDRESS FOR CONSISTENCY. [ZLDR S.
 94-485(P)]
  
 16.) ADDITIONAL BICYCLE PARKING SPACES ARE REQUIRED FOR
 THE PROPOSED OFFICE BUILDING AND INDOOR RECREATION
 BUILDING. BICYCLE PARKING SHALL BE CONSISTENT WITH THE
 DESIGN AND LOCATION REQUIREMENTS OF THE ZLDRS AND OF
 THE CITY?S BICYCLE PARKING STANDARDS MANUAL. [ZLDR
 S.94-485(Q)]
  
 17.) PROVIDE DETAILS ON THE FOLLOWING: A) DUMPSTER
 ENCLOSURE. B) FREESTANDING SIGNAGE.
  
  
 ARCHITECTURAL DRAWINGS:
  
 1.) FINAL ARCHITECTURAL DRAWINGS SHALL BE SIGNED AND
 SEALED BY A FLORIDA REGISTERED ARCHITECT.
  
 2.) CLEARLY LABEL WHICH BUILDING IS ASSOCIATED WITH THE
 ARCHITECTURAL DRAWINGS (I.E. INDOOR RECREATION
 BUILDING/TENNIS FACILITY, ETC.).
  
 3.) ARE THERE FLOOR PLANS AND ELEVATIONS AVAILABLE FOR
 THE CONVERSION OF THE EXISTING WAREHOUSE BUILDING TO AN
 ADMINISTRATIVE OFFICE SPACE?
  
 4.) PARKING CALCULATIONS INDICATE THAT THERE IS 2,500
 SQUARE FEET OF FITNESS/EXERCISE WITHIN THE TENNIS
 FACILITY; HOWEVER, THERE IS NO INDICATION OF AN AREA
 DEDICATED TO EXERCISE (ASIDE FROM THE INDOOR COURTS) IN
 THE ARCHITECTURAL DRAWINGS. PLEASE CLARIFY.
  
 5.) PLEASE NOTE THAT A FITNESS ROOM IS DEPICTED IN THE
 CONCEPT PLANS FOR THE INDOOR TENNIS FACILITY; HOWEVER,
 IT IS NOT DEPICTED IN THE FLOOR PLAN. PLEASE ADDRESS
 FOR CONSISTENCY.
  
 6.) THE APPLICANT SHOULD PROVIDE ADDITIONAL
 ARCHITECTURAL TREATMENT ON THE SOUTH BUILDING FACADE OF
 THE INDOOR TENNIS FACILITY, FACING THE ABUTTING
 COMMERCIAL PROPERTIES.
  
  
 SIGNAGE:
  
 1.) NO INFORMATION PROVIDED ON THE PROPOSED MONUMENT
 SIGN LOCATED AT THE SOUTH SIDE OF THE SCHOOL BUILDING
 (I.E. DETAILS, SIGN SETBACKS FROM PROPERTY LINE(S)).
 PLEASE NOTE THAT PURSUANT TO ZLDR S.94-305(B)(13),
 REQUIRED FRONT, SIDE AND REAR SETBACKS SHALL BE OPEN
 AND UNOBSTRUCTED BY STRUCTURES.
  
 2.) WILL THE PROJECT BE UTILIZING THE EXISTING
 MCARTHUR?S MONUMENT SIGN? IF SO, PLEASE PROVIDE
 ADDITIONAL INFORMATION ON THE PROPOSAL FOR THE EXISTING
 SIGN.
  
 3.) PLEASE PROVIDE A NOTE IN THE PLANS IF THE PROJECT
 IS TO FULLY COMPLY WITH THE SIGN REGULATIONS OF ARTICLE
 XIII OF THE ZLDRS (WALL AND FREESTANDING).
  
  
 LIGHTING (PHOTOMETRICS):
  
 1.) A PHOTOMETRIC PLAN HAS NOT BEEN PROVIDED WITH THE
 SUBMITTAL. ALL SOURCE OF ILLUMINATION LOCATED WITHIN
 THE PROPOSED CPD SHALL NOT EXCEED ONE FOOT-CANDLE AT OR
 BEYOND THE BOUNDARIES OF SUCH DEVELOPMENT. PLEASE
 PROVIDE A PHOTOMETRIC PLAN TO DEMONSTRATE COMPLIANCE.
 [ZLDR S.94-207(D)(8)]
  
 2.) INCLUDE THE FOLLOWING NOTE WITHIN THE PLAN: "ALL
 OUTDOOR LIGHTING SHALL BE SHIELDED TO REDUCE GLARE AND
 SHALL BE ARRANGED TO REFLECT LIGHT OR GLARE AWAY FROM
 ALL ADJACENT RESIDENTIAL DISTRICTS, ADJACENT
 RESIDENCES, OR PUBLIC THOROUGHFARES."
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF SIX
 (6) PAPER COPIES, ONE (1) REDUCED COPY IN 8.5 INCHES X
 11 INCHES AND ONE (1) SET IN 11 INCHES X 17 INCHES, AND
 AN ELECTRONIC COPY OF ALL PLANS.
  
 * CHANGES ON THE RESUBMITTAL PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT OF THE ORIGINAL APPLICATION FEE
 ($600.00).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
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