Plan Review Details - Project Z21010014
Plan Review Stops For Project Z21010014
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 02-10-2021 Cont ID  
Sent By rbrown Date 02-10-2021 Time 20:06 Rev Time 0.00
Received By rbrown Date 02-10-2021 Time 20:06 Sent To  
Notes
2021-02-10 20:08:26DEVELOPMENT 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. THE ADDITION TO THE EXISTING BUILDING IS COVERED BY
 CHAPTER 11 OF THE FLORIDA EXISTING BUILDING CODE. THE
 HEIGHT AND/OR AREA INCREASE DUE TO THE PROPOSED
 ADDITION SHALL NOT INCREASE THE TOTAL BUILDING HEIGHT
 AND/OR AREA BEYOND THAT ALLOWED UNDER THE APPLICABLE
 PROVISIONS OF CHAPTER 5 OF THE FLORIDA BUILDING CODE
 FOR THE TYPE OF CONSTRUCTION USED.
  
 3. 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.
  
 4. 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.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 5 Status P Date 03-29-2022 Cont ID  
Sent By rrossano Date 03-29-2022 Time   Rev Time 0.00
Received By rrossano Date 03-29-2022 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 4 Status F Date 07-14-2021 Cont ID  
Sent By rrossano Date 07-14-2021 Time   Rev Time 0.00
Received By rrossano Date 07-14-2021 Time   Sent To  
Notes
2021-07-14 14:24:56COMMENT FROM RICK ROSSANO, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPARTMENT DIRECT: (561) 494-1098
 [email protected]
  
 1. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER IN
 ALLEY. (CCTV IS CONDITION 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 PROVIDE WRITTEN RESPONSES TO THE FOLLOWING
 REVIEW COMMENTS:
 -PROPOSED FIRELINE WATER SERVICE LOCATION IS ONLY
 ACCEPTABLE IF ALLEY R/W VACATION REQUEST IS APPROVED.
 -ADD WATER DEMAND CALCULATIONS TO ENGINEERING PLAN
 ALONG WITH THE EXISTING WATER METER AND WATER SERVICE
 SIZE.
 -PROPOSED UTILITY EASEMENT IS NOT LABELED ON UTILITY
 PLAN.
 -FOR FORMAL ENGINEERING SUBMITTAL, PLEASE ADD PROPERTY
 ADDRESS TO ENGINEERING PLAN AND ADD NOTE THAT BACKFLOW
 ASSEMBLIES NEED 18INCHES CLEARANCE AROUND THEM. ALSO
 LABEL FIRELINE GATE VALVE - (FIRELINE POINT OF
 SERVICE), AND SHOW FRANCHISE UTILITIES NEAR FIRELINE
 TAP.
 -WILL IRRIGATION WATER BE USED FROM EXISTING WATER
 SERVICE OR WILL ANOTHER WATER SERVICE BE NEEDED?
 -BACKFLOW ASSEMBLIES MUST BE LOCATED ON PRIVATE
 PROPERTY AND MAY NOT EXTEND INTO UTILITY EASEMENTS OR
 RIGHT OF WAYS.
 -FOR FORMAL ENGINEERING SUBMITTAL: LABEL THE DOMESTIC
 WATER SERVICE LINE PIPE WITH MATERIAL TYPE AND SIZE,
 LABEL THE PIPING BETWEEN THE WATER METER AND BACKFLOW
 ASSEMBLY AND MAKE SURE IT COMPLIES WITH SMALL BACKFLOW
 ASSEMBLY STANDARD DETAIL, ADD WATER METER SIZE TO
 LABEL.
 -PLEASE LABEL 8 INCH SAN PIPE ON SITE AS PRIVATE OR
 CITY. IF WILL BE CITY-OWNED, THEN SHOW AND LABEL
 PROPOSED UTILITY EASEMENT FOR IT.
 -I COULD NOT FIND RECORD OF EAST-WEST COMPONENT OF 8
 INCH SAN PIPE ON SITE AS SHOWN ON UTILITY PLAN. PLEASE
 VERIFY PLAN SHOWS IT CORRECTLY.
 -LANDSCAPE PLANS NOT INCLUDED IN RECENT RESUBMITTAL
 PACKAGE. PLEASE SUBMIT AND VERIFY THERE ARE NO
 CONFLICTS BETWEEN UTILITIES AND LANDSCAPING.
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 04-08-2021 Cont ID  
Sent By rrossano Date 04-08-2021 Time   Rev Time 0.00
Received By rrossano Date 04-08-2021 Time   Sent To  
Notes
2021-04-08 17:46:36Z21010014 - PB MEDICAL - 6910 S DIXIE? 4-7-2021 RESUB
  
 COMMENTS PER RICK ROSSANO, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPARTMENT DIRECT: (561) 494-1098
 [email protected]
  
 1. 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.
 2. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER IN
 ALLEY. (CCTV IS CONDITION OF SITE PLAN APPROVAL).
 3. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 4. 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]
 5. FOR ENGINEERING SUBMITTAL, SHOW PAVEMENT RESTORATION
 AT SCALE PER STANDARD DETAIL GC-8.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 PLEASE RESPOND TO THE COMMENTS BELOW IN WRITING THAT
 WERE FROM PRIOR SUBMITTAL REVIEW:
  
 -EXISTING BACKFLOW ASSEMBLY FOR DOMESTIC WATER DOES NOT
 APPEAR TO BE LEAD-FREE COMPLIANT. RECOMMEND REPLACING
 TO LEAD-FREE COMPLIANT ASSEMBLY.
 -PROPOSED FIRELINE WATER SERVICE LOCATION IS ONLY
 ACCEPTABLE IF ALLEY R/W VACATION REQUEST IS APPROVED.
 -PAVEMENT RESTORATION BOUNDARIES ON BREVARD AVE FOR THE
 UTILITY WORK APPEARS TO BE SMALLER THAN REQUIRED
 DIMENSIONS OUTLINED IN THE PAVEMENT RESTORATION
 STANDARD DETAILS.
 -ENGINEERING PLAN SHOULD HAVE DATUM INFORMATION AND
 CONVERSION EQUATION.
 -ADD WATER DEMAND CALCULATIONS TO ENGINEERING PLAN
 ALONG WITH THE EXISTING WATER METER AND WATER SERVICE
 SIZE.
 -PROPOSED UTILITY EASEMENT IS NOT LABELED ON
 ENGINEERING PLAN.
 -FOR FORMAL ENGINEERING SUBMITTAL, PLEASE ADD PROPERTY
 ADDRESS TO ENGINEERING PLAN AND ADD NOTE THAT BACKFLOW
 ASSEMBLIES NEED 18INCHES CLEARANCE AROUND THEM. ALSO
 LABEL FIRELINE GATE VALVE - (FIRELINE POINT OF
 SERVICE), AND SHOW FRANCHISE UTILITIES NEAR FIRELINE
 TAP.
 -WILL IRRIGATION WATER BE USED FROM EXISTING WATER
 SERVICE OR WILL ANOTHER WATER SERVICE BE NEEDED?
  
 NEW COMMENTS (PLEASE RESPOND IN WRITING):
  
 -BACKFLOW ASSEMBLIES MUST BE LOCATED ON PRIVATE
 PROPERTY AND MAY NOT EXTEND INTO UTILITY EASEMENTS OR
 RIGHT OF WAYS.
 -DDCV LOCATION IS EXCESSIVELY FAR FROM PROPERTY LINE
 STANDARDS. WOULD LIKE TO REVIEW ALTERNATE LOCATIONS
 WITH PLAN DESIGNER.
 -DID NOT SEE ANY TREES ON PLANS, BUT COULD NOT FIND A
 DEDICATED LANDSCAPING PLAN IN SUBMITTAL PACKAGE. IS
 THERE SEPARATE LANDSCAPING PLAN, AND ARE THERE ANY
 CONFLICTS BETWEEN UTILITIES AND TREES?
 -FOR FORMAL ENGINEERING SUBMITTAL: LABEL THE DOMESTIC
 WATER SERVICE LINE PIPE WITH MATERIAL TYPE AND SIZE,
 LABEL THE PIPING BETWEEN THE WATER METER AND BACKFLOW
 ASSEMBLY AND MAKE SURE IT COMPLIES WITH SMALL BACKFLOW
 ASSEMBLY STANDARD DETAIL, ADD WATER METER SIZE TO
 LABEL.
 -PLEASE LABEL 8 INCH SAN PIPE ON SITE AS PRIVATE OR
 CITY. IF WILL BE CITY-OWNED, THEN SHOW AND LABEL
 PROPOSED UTILITY EASEMENT FOR IT.
 -I COULD NOT FIND RECORD OF EAST-WEST COMPONENT OF 8
 INCH SAN PIPE ON SITE AS SHOWN ON UTILITY PLAN. PLEASE
 VERIFY PLAN SHOWS IT CORRECTLY.
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 04-08-2021 Cont ID  
Sent By rrossano Date 04-08-2021 Time   Rev Time  
Received By rrossano Date 04-08-2021 Time   Sent To  
Notes
2021-04-08 17:49:20THESE COMMENTS WERE PREVIOUSLY ENTERED UNDER ROW
 ABANDONMENT PERMIT Z20010014:
  
 1. 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. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
 10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER IN
 ALLEY.
 11. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 12. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 13. PLEASE LABEL WATER LINES AS PRIVATE WHERE
 APPLICABLE.
 14. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 15. 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]
 16. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS
 FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS.
 17. FOR ENGINEERING SUBMITTAL, SHOW PAVEMENT
 RESTORATION AT SCALE PER STANDARD DETAIL.
 18. CONFIRM IF THERE ARE ANY PROPOSED DRAINAGE
 IMPROVEMENTS.
  
  
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
 -EXISTING BACKFLOW ASSEMBLY FOR DOMESTIC WATER DOES NOT
 APPEAR TO BE LEAD-FREE COMPLIANT. RECOMMEND REPLACING
 TO LEAD-FREE COMPLIANT ASSEMBLY.
 -PROPOSED FIRELINE WATER SERVICE LOCATION IS ONLY
 ACCEPTABLE IF ALLEY R/W VACATION REQUEST IS APPROVED.
 -PAVEMENT RESTORATION BOUNDARIES ON BREVARD AVE FOR THE
 UTILITY WORK APPEARS TO BE SMALLER THAN REQUIRED
 DIMENSIONS OUTLINED IN THE PAVEMENT RESTORATION
 STANDARD DETAILS.
 -ENGINEERING PLAN SHOULD HAVE DATUM INFORMATION AND
 CONVERSION EQUATION.
 -ADD WATER DEMAND CALCULATIONS TO ENGINEERING PLAN
 ALONG WITH THE EXISTING WATER METER AND WATER SERVICE
 SIZE.
 -PROPOSED UTILITY EASEMENT IS NOT LABELED ON
 ENGINEERING PLAN.
 -FOR FORMAL ENGINEERING SUBMITTAL, PLEASE ADD PROPERTY
 ADDRESS TO ENGINEERING PLAN AND ADD NOTE THAT BACKFLOW
 ASSEMBLIES NEED 18INCHES CLEARANCE AROUND THEM. ALSO
 LABEL FIRELINE GATE VALVE ? (FIRELINE POINT OF
 SERVICE), AND SHOW FRANCHISE UTILITIES NEAR FIRELINE
 TAP.
 -WILL IRRIGATION WATER BE USED FROM EXISTING WATER
 SERVICE OR WILL ANOTHER WATER SERVICE BE NEEDED?
  
 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 12:07 Rev Time 0.00
Received By pleduc Date 02-05-2021 Time 12:04 Sent To  
Notes
2021-02-05 12:07:04THE 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.
  
 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.
  
 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 3 Status P Date 04-20-2021 Cont ID  
Sent By rcaranci Date 04-20-2021 Time 13:34 Rev Time 0.00
Received By rcaranci Date 04-20-2021 Time 13:34 Sent To  
Notes
2021-04-20 13:35:15FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 6910 S DIXIE Z21010014
 APRIL 20, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. CORRECT THE TREE DISPOSITION PLAN TO SHOW
 300 SQ FT MITIGATION DUE FOR #11 FICUS BENJAMINA, A
 CATEGORY 1 TREE, AND 100 SQ FT MITIGATION DUE FOR #25
 EUGENIA FOETIDA, A CATEGORY 3 TREE. REVISE TOTAL
 MITIGATION DUE.
 2. SATISFIED. PROVIDE LOCATIONS FOR TREES WITHIN 10
 FEET OF THE PROPERTY LINE ON ADJACENT PARCELS AND
 ADJUST SPACING OF PROPOSED TREES TO AVOID CANOPY
 CONFLICTS PER SECTION 94-442(B) (2)Q.
  
 3. SATISFIED. CORRECT THE REQUIRED OPEN SPACE TO 40% OF
 THE LOT AREA UNDER LANDSCAPE REQUIREMENTS AND
 RECALCULATE REQUIRED TREES, FLOWERING TREES AND SHRUBS.
 WILL BE 16,096 SQ FT.AS SHOWN ON DATA CHART.
 CORRECT THE CALCULATIONS TO BE SHADE TREES: 11,
 FLOWERING TREES: 3, AND SHRUBS: 33.
 SHOW PROVIDED TOTAL QUANTITIES.
  
 4. SATISFIED. PROVIDE THE PERCENTAGE OF PALM
 SUBSTITUTIONS FOR REQUIRED TREES NOT EXCEEDING 35% PER
 SECTION 94-442(D).
  
 5. SATISFIED. INDICATE THE 5 FOOT LANDSCAPE BUFFER
 LOCATIONS ON THE SITE PLAN AND LANDSCAPE PLAN ADJACENT
 TO ALL PROPERTY LINES FOR THE PARCEL.
  
 6. SATISFIED. THE NONCONFORMING EAST BUFFER CAN BE
 IMPROVED BY ELIMINATING THE WHEEL STOPS AND MOVING THE
 CURB TO PROVIDE 16 FOOT PAVED STALL AND ADD PERVIOUS
 OVERHANG AREA. THIS WILL ALSO HELP REDUCE THE
 IMPERVIOUS AREA THAT IS VERY CLOSE TO THE LIMIT. CHECK
 OTHER AREAS ALONG THE NORTH BUFFER FOR POSSIBLE
 ADJUSTMENT.
  
 7. SATISFIED. CHECK CALCULATIONS FOR THE REQUIRED TREES
 FOR BUFFER SEGMENTS IN THE PERIMETER BUFFER REQUIREMENT
 CHART AND LIST LINEAR FOOTAGE OF EACH PROPERTY LINE
 SEGMENT MEASURED ALONG THE CENTERLINE OF EACH BUFFER,
 ROUNDING UP FOR ANY PORTION LEFT AFTER DIVIDING BY THE
 REQUIRED 30 FOOT LENGTHS. SOUTH BUFFER IS 6 TREES
 REQUIRED, AND WEST BUFFER IS 5 TREES REQUIRED. SEE
 SECTION 94-443 (B) FOR THE BUFFERS ADJACENT TO
 NON-RESIDENTIAL AND PUBLIC THOROUGHFARES.
 NORTH BUFFER REQUIRES 10 TREES FOR 276 FEET, SOUTH
 BUFFER REQUIRES 8 TREES FOR 220 FEET, WEST BUFFER
 REQUIRES 6 TREES FOR 157 FEET. DO NOT DEDUCT DRIVEWAYS
 FROM BUFFER LENGTHS.
  
  
 8. SATISFIED. PROVIDE CALCULATION FOR BUFFER LENGTHS
 WITH ACCESS DRIVEWAYS TO SHOW THEY DO NOT EXCEED 25%
 INTERRUPTION FOR VEHICULAR ACCESS AS REQUIRED BY
 SECTION 94-443(B).
  
 9. SATISFIED. PROVIDE THE REQUIRED AND PROVIDED LINEAR
 FOOTAGE OF LANDSCAPE AREA ADJACENT TO EACH BUILDING.
  
 10. SATISFIED. ADD ANY EXISTING TREES AND PALMS TO THE
 PLANT LIST AND COUNT THEM TOWARD THE REQUIRED TREES.
  
 11. 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 REQUIRED
 NUMBER OF TREES AND THE PERCENTAGE OF CATEGORY 1 TREES
 PROVIDED FOR THE REQUIRED LANDSCAPE AREAS.
  
 12. SATISFIED. PROVIDE AN EXHIBIT SHOWING THE PARKING
 AREA SURFACE CALCULATIONS, PARKING SPACE AREAS AND
 LANDSCAPE AREAS PROVIDED TO DEMONSTRATE COMPLIANCE WITH
 SECTIONS 94-443 (C)(3) AND (4), FOLLOWING THE AREA
 CLASSIFICATIONS AS SHOWN IN FIGURE XIV-1.
 ? PARKING SPACES SHADED AS ONE AREA, SHOW TOTAL SPACES
 TIMES 10 SQ FT PER SPACE. PROVIDE TOTAL
 ? ALL OTHER PAVED AREAS SHADED DIFFERENTLY AND TOTAL
 SQUARE FOOTAGE. DIVIDE BY 100 AND MULTIPLY BY 4 SQ FT.
 PROVIDE TOTAL.
 ? TOTAL THESE 2 SQUARE FOOTAGE AMOUNTS FOR THE REQUIRED
 SQUARE FOOTAGE.
 ? SHOW ALL INTERIOR LANDSCAPE AREAS AS A DIFFERENT
 SHADE AND SHOW PROVIDED SQUARE FOOTAGE.
  
 13. SATISFIED. DIMENSION ALL INTERIOR AND TERMINAL
 LANDSCAPE ISLANDS ON THE SITE PLAN TO SHOW THE MINIMUM
 8 FEET WIDTH OF THE LANDSCAPE AREA IS AT LEAST 8 FEET
 FOR ALL NEW ISLANDS. TERMINAL ISLANDS ADJACENT TO A
 LANDSCAPE BUFFER CAN COUNT THE 5 FEET OF BUFFER BUT
 MUST ADD 3 FEET OF LANDSCAPE AREA TO ACHIEVE THE
 REQUIRED 8 FEET WIDTH WITHIN CURB.
  
 14. SATISFIED. TERMINAL LANDSCAPE ISLAND AND TREE IS
 MISSING AT THE SOUTHEAST CORNER ADJACENT TO MADDOCK ST.
 15. SATISFIED. PROVIDE LOCATIONS AND SCREENING FOR ALL
 ABOVE GROUND UTILITY VALVES, BACKFLOW PREVENTERS, A/C
 UNITS, AND FPL TRANSFORMERS.
  
 16. SATISFIED. PROVIDE THE PERCENTAGE TO BASED ON THE
 PLANT LIST TO SHOW COMPLIANCE WITH SECTION 94-445 L.
 PLANT SPECIES. A MINIMUM OF 60 PERCENT OF PLANT
 MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES.
  
 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. TREE #1 LIVE
 OAK WILL BE EVALUATED AT TIME OF PERMIT APPLICATION TO
 ASSURE THAT THE PAVING, CURB AND WALL CAN BE INSTALLED
 WITHOUT HARMING THE TREE.
  
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION ADJACENT TO THE
 PROPERTY. THIS WILL BE THROUGH A SEPARATE MAINTENANCE
 AGREEMENT WITH THE CITY.
  
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 03-18-2021 Cont ID  
Sent By rcaranci Date 03-18-2021 Time 12:20 Rev Time 0.00
Received By rcaranci Date 03-18-2021 Time 12:20 Sent To  
Notes
2021-03-18 12:23:47FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 6910 S DIXIE Z21010014
 MARCH 18, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. CORRECT THE TREE DISPOSITION PLAN TO SHOW
 300 SQ FT MITIGATION DUE FOR #11 FICUS BENJAMINA, A
 CATEGORY 1 TREE, AND 100 SQ FT MITIGATION DUE FOR #25
 EUGENIA FOETIDA, A CATEGORY 3 TREE. REVISE TOTAL
 MITIGATION DUE.
 2. SATISFIED. PROVIDE LOCATIONS FOR TREES WITHIN 10
 FEET OF THE PROPERTY LINE ON ADJACENT PARCELS AND
 ADJUST SPACING OF PROPOSED TREES TO AVOID CANOPY
 CONFLICTS PER SECTION 94-442(B) (2)Q.
  
 3. PARTIALLY SATISFIED. CORRECT THE REQUIRED OPEN SPACE
 TO 40% OF THE LOT AREA UNDER LANDSCAPE REQUIREMENTS AND
 RECALCULATE REQUIRED TREES, FLOWERING TREES AND SHRUBS.
 WILL BE 16,096 SQ FT.AS SHOWN ON DATA CHART.
 CORRECT THE CALCULATIONS TO BE SHADE TREES: 11,
 FLOWERING TREES: 3, AND SHRUBS: 33.
 SHOW PROVIDED TOTAL QUANTITIES.
  
 4. SATISFIED. PROVIDE THE PERCENTAGE OF PALM
 SUBSTITUTIONS FOR REQUIRED TREES NOT EXCEEDING 35% PER
 SECTION 94-442(D).
  
 5. SATISFIED. INDICATE THE 5 FOOT LANDSCAPE BUFFER
 LOCATIONS ON THE SITE PLAN AND LANDSCAPE PLAN ADJACENT
 TO ALL PROPERTY LINES FOR THE PARCEL.
  
 6. SATISFIED. THE NONCONFORMING EAST BUFFER CAN BE
 IMPROVED BY ELIMINATING THE WHEEL STOPS AND MOVING THE
 CURB TO PROVIDE 16 FOOT PAVED STALL AND ADD PERVIOUS
 OVERHANG AREA. THIS WILL ALSO HELP REDUCE THE
 IMPERVIOUS AREA THAT IS VERY CLOSE TO THE LIMIT. CHECK
 OTHER AREAS ALONG THE NORTH BUFFER FOR POSSIBLE
 ADJUSTMENT.
  
 7. PARTIALLY SATISFIED. CHECK CALCULATIONS FOR THE
 REQUIRED TREES FOR BUFFER SEGMENTS IN THE PERIMETER
 BUFFER REQUIREMENT CHART AND LIST LINEAR FOOTAGE OF
 EACH PROPERTY LINE SEGMENT MEASURED ALONG THE
 CENTERLINE OF EACH BUFFER, ROUNDING UP FOR ANY PORTION
 LEFT AFTER DIVIDING BY THE REQUIRED 30 FOOT LENGTHS.
 SOUTH BUFFER IS 6 TREES REQUIRED, AND WEST BUFFER IS 5
 TREES REQUIRED. SEE SECTION 94-443 (B) FOR THE BUFFERS
 ADJACENT TO NON-RESIDENTIAL AND PUBLIC THOROUGHFARES.
 NORTH BUFFER REQUIRES 10 TREES FOR 276 FEET, SOUTH
 BUFFER REQUIRES 8 TREES FOR 220 FEET, WEST BUFFER
 REQUIRES 6 TREES FOR 157 FEET. DO NOT DEDUCT DRIVEWAYS
 FROM BUFFER LENGTHS.
  
  
 8. SATISFIED. PROVIDE CALCULATION FOR BUFFER LENGTHS
 WITH ACCESS DRIVEWAYS TO SHOW THEY DO NOT EXCEED 25%
 INTERRUPTION FOR VEHICULAR ACCESS AS REQUIRED BY
 SECTION 94-443(B).
  
 9. SATISFIED. PROVIDE THE REQUIRED AND PROVIDED LINEAR
 FOOTAGE OF LANDSCAPE AREA ADJACENT TO EACH BUILDING.
  
 10. SATISFIED. ADD ANY EXISTING TREES AND PALMS TO THE
 PLANT LIST AND COUNT THEM TOWARD THE REQUIRED TREES.
  
 11. 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 REQUIRED
 NUMBER OF TREES AND THE PERCENTAGE OF CATEGORY 1 TREES
 PROVIDED FOR THE REQUIRED LANDSCAPE AREAS.
  
 12. SATISFIED. PROVIDE AN EXHIBIT SHOWING THE PARKING
 AREA SURFACE CALCULATIONS, PARKING SPACE AREAS AND
 LANDSCAPE AREAS PROVIDED TO DEMONSTRATE COMPLIANCE WITH
 SECTIONS 94-443 (C)(3) AND (4), FOLLOWING THE AREA
 CLASSIFICATIONS AS SHOWN IN FIGURE XIV-1.
 ? PARKING SPACES SHADED AS ONE AREA, SHOW TOTAL SPACES
 TIMES 10 SQ FT PER SPACE. PROVIDE TOTAL
 ? ALL OTHER PAVED AREAS SHADED DIFFERENTLY AND TOTAL
 SQUARE FOOTAGE. DIVIDE BY 100 AND MULTIPLY BY 4 SQ FT.
 PROVIDE TOTAL.
 ? TOTAL THESE 2 SQUARE FOOTAGE AMOUNTS FOR THE REQUIRED
 SQUARE FOOTAGE.
 ? SHOW ALL INTERIOR LANDSCAPE AREAS AS A DIFFERENT
 SHADE AND SHOW PROVIDED SQUARE FOOTAGE.
  
 13. SATISFIED. DIMENSION ALL INTERIOR AND TERMINAL
 LANDSCAPE ISLANDS ON THE SITE PLAN TO SHOW THE MINIMUM
 8 FEET WIDTH OF THE LANDSCAPE AREA IS AT LEAST 8 FEET
 FOR ALL NEW ISLANDS. TERMINAL ISLANDS ADJACENT TO A
 LANDSCAPE BUFFER CAN COUNT THE 5 FEET OF BUFFER BUT
 MUST ADD 3 FEET OF LANDSCAPE AREA TO ACHIEVE THE
 REQUIRED 8 FEET WIDTH WITHIN CURB.
  
 14. SATISFIED. TERMINAL LANDSCAPE ISLAND AND TREE IS
 MISSING AT THE SOUTHEAST CORNER ADJACENT TO MADDOCK ST.
 15. SATISFIED. PROVIDE LOCATIONS AND SCREENING FOR ALL
 ABOVE GROUND UTILITY VALVES, BACKFLOW PREVENTERS, A/C
 UNITS, AND FPL TRANSFORMERS.
  
 16. SATISFIED. PROVIDE THE PERCENTAGE TO BASED ON THE
 PLANT LIST TO SHOW COMPLIANCE WITH SECTION 94-445 L.
 PLANT SPECIES. A MINIMUM OF 60 PERCENT OF PLANT
 MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
  
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION ADJACENT TO THE
 PROPERTY. THIS WILL BE THROUGH A SEPARATE MAINTENANCE
 AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 02-08-2021 Cont ID  
Sent By rcaranci Date 02-08-2021 Time 16:34 Rev Time 0.00
Received By rcaranci Date 02-08-2021 Time 16:34 Sent To  
Notes
2021-02-08 16:34:34FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 6910 S DIXIE Z21010014
 FEBRUARY 8, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. CORRECT THE TREE DISPOSITION PLAN TO SHOW 300 SQ FT
 MITIGATION DUE FOR #11 FICUS BENJAMINA, A CATEGORY 1
 TREE, AND 100 SQ FT MITIGATION DUE FOR #25 EUGENIA
 FOETIDA, A CATEGORY 3 TREE. REVISE TOTAL MITIGATION
 DUE.
 2. PROVIDE LOCATIONS FOR TREES WITHIN 10 FEET OF THE
 PROPERTY LINE ON ADJACENT PARCELS AND ADJUST SPACING OF
 PROPOSED TREES TO AVOID CANOPY CONFLICTS PER SECTION
 94-442(B) (2)Q.
  
 3. CORRECT THE REQUIRED OPEN SPACE TO 40% OF THE LOT
 AREA UNDER LANDSCAPE REQUIREMENTS AND RECALCULATE
 REQUIRED TREES, FLOWERING TREES AND SHRUBS. WILL BE
 16,096 SQ FT.AS SHOWN ON DATA CHART.
 4. PROVIDE THE PERCENTAGE OF PALM SUBSTITUTIONS FOR
 REQUIRED TREES NOT EXCEEDING 35% PER SECTION 94-442(D).
  
 5. INDICATE THE 5 FOOT LANDSCAPE BUFFER LOCATIONS ON
 THE SITE PLAN AND LANDSCAPE PLAN ADJACENT TO ALL
 PROPERTY LINES FOR THE PARCEL.
  
 6. THE NONCONFORMING EAST BUFFER CAN BE IMPROVED BY
 ELIMINATING THE WHEEL STOPS AND MOVING THE CURB TO
 PROVIDE 16 FOOT PAVED STALL AND ADD PERVIOUS OVERHANG
 AREA. THIS WILL ALSO HELP REDUCE THE IMPERVIOUS AREA
 THAT IS VERY CLOSE TO THE LIMIT. CHECK OTHER AREAS
 ALONG THE NORTH BUFFER FOR POSSIBLE ADJUSTMENT.
  
 7. CHECK CALCULATIONS FOR THE REQUIRED TREES FOR BUFFER
 SEGMENTS IN THE PERIMETER BUFFER REQUIREMENT CHART AND
 LIST LINEAR FOOTAGE OF EACH PROPERTY LINE SEGMENT
 MEASURED ALONG THE CENTERLINE OF EACH BUFFER, ROUNDING
 UP FOR ANY PORTION LEFT AFTER DIVIDING BY THE REQUIRED
 30 FOOT LENGTHS. SOUTH BUFFER IS 6 TREES REQUIRED, AND
 WEST BUFFER IS 5 TREES REQUIRED. SEE SECTION 94-443 (B)
 FOR THE BUFFERS ADJACENT TO NON-RESIDENTIAL AND PUBLIC
 THOROUGHFARES.
  
 8. PROVIDE CALCULATION FOR BUFFER LENGTHS WITH ACCESS
 DRIVEWAYS TO SHOW THEY DO NOT EXCEED 25% INTERRUPTION
 FOR VEHICULAR ACCESS AS REQUIRED BY SECTION 94-443(B).
  
 9. PROVIDE THE REQUIRED AND PROVIDED LINEAR FOOTAGE OF
 LANDSCAPE AREA ADJACENT TO EACH BUILDING.
  
 10. ADD ANY EXISTING TREES AND PALMS TO THE PLANT LIST
 AND COUNT THEM TOWARD THE REQUIRED TREES.
  
 11. 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 REQUIRED NUMBER OF
 TREES AND THE PERCENTAGE OF CATEGORY 1 TREES PROVIDED
 FOR THE REQUIRED LANDSCAPE AREAS.
  
 12. PROVIDE AN EXHIBIT SHOWING THE PARKING AREA SURFACE
 CALCULATIONS, PARKING SPACE AREAS AND LANDSCAPE AREAS
 PROVIDED TO DEMONSTRATE COMPLIANCE WITH SECTIONS 94-443
 (C)(3) AND (4), FOLLOWING THE AREA CLASSIFICATIONS AS
 SHOWN IN FIGURE XIV-1.
 ? PARKING SPACES SHADED AS ONE AREA, SHOW TOTAL SPACES
 TIMES 10 SQ FT PER SPACE. PROVIDE TOTAL
 ? ALL OTHER PAVED AREAS SHADED DIFFERENTLY AND TOTAL
 SQUARE FOOTAGE. DIVIDE BY 100 AND MULTIPLY BY 4 SQ FT.
 PROVIDE TOTAL.
 ? TOTAL THESE 2 SQUARE FOOTAGE AMOUNTS FOR THE REQUIRED
 SQUARE FOOTAGE.
 ? SHOW ALL INTERIOR LANDSCAPE AREAS AS A DIFFERENT
 SHADE AND SHOW PROVIDED SQUARE FOOTAGE.
  
 13. DIMENSION ALL INTERIOR AND TERMINAL LANDSCAPE
 ISLANDS ON THE SITE PLAN TO SHOW THE MINIMUM 8 FEET
 WIDTH OF THE LANDSCAPE AREA IS AT LEAST 8 FEET FOR ALL
 NEW ISLANDS. TERMINAL ISLANDS ADJACENT TO A LANDSCAPE
 BUFFER CAN COUNT THE 5 FEET OF BUFFER BUT MUST ADD 3
 FEET OF LANDSCAPE AREA TO ACHIEVE THE REQUIRED 8 FEET
 WIDTH WITHIN CURB.
  
 14. TERMINAL LANDSCAPE ISLAND AND TREE IS MISSING AT
 THE SOUTHEAST CORNER ADJACENT TO MADDOCK ST.
 15. PROVIDE LOCATIONS AND SCREENING FOR ALL ABOVE
 GROUND UTILITY VALVES, BACKFLOW PREVENTERS, A/C UNITS,
 AND FPL TRANSFORMERS.
  
 16. PROVIDE THE PERCENTAGE TO BASED ON THE PLANT LIST
 TO SHOW COMPLIANCE WITH SECTION 94-445 L. PLANT
 SPECIES. A MINIMUM OF 60 PERCENT OF PLANT MATERIAL
 ADDED SHALL BE FLORIDA NATIVE OR DROUGHT TOLERANT
 SPECIES SELECTED FROM THE CITY LIST OR THE LIST OF
 SPECIES IN THE MOST RECENT EDITION OF SOUTH FLORIDA
 WATER MANAGEMENT DISTRICT WATERWISE SOUTH FLORIDA
 LANDSCAPES.
  
 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 2 Status P Date 03-03-2021 Cont ID  
Sent By   Date 03-03-2021 Time   Rev Time 0.00
Received By   Date 03-03-2021 Time   Sent To  
Notes
2021-03-03 12:40:53NO FURTHER COMMENTS FROM DEPARTMENT OF PUBLIC WORKS.
  
 MATT HEJAZI
 [email protected]
 561-822-2045
Review Stop PW PUBLIC WORKS
Rev No 1 Status F 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 11:33:19PLEASE PROVIDE THE DUMPSTER ENCLOSURE DETAIL. FOR A
 FREESTANDING SITE DUMPSTER ENCLOSURE, THE ENCLOSURE
 SHALL COMPLY WITH THE LATEST REVISION OF CITY OF WEST
 PALM BEACH GENERAL CONSTRUCTION-GARBAGE ENCLOSURE
 STANDARD, GC-7.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 4 Status P Date 07-09-2021 Cont ID  
Sent By tward Date 07-09-2021 Time 09:22 Rev Time 0.00
Received By tward Date 07-09-2021 Time 09:43 Sent To  
Notes
2021-07-09 09:42:46THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 6/29/2021 PLAN SUBMITTAL:
  
 1. EXFILTRATION TRENCH DETAIL AND CONTROL STRUCTURE
 DETAIL WILL BE NEEDED WITH THE ENGINEERING PERMIT
 SUBMITTAL.
  
 2. LANDSCAPE PLANS WERE NOT SUBMITTED. THE CIVIL
 ENGINEERING PLANS SHOW THE ELEVATED PLANTER ISLAND AT
 THE SOUTH END OF THE FRONT OF THE BUILDING BEING
 REMOVED FOR THE CONSTRUCTION OF THE VEHICLE TURN AROUND
 AREA. THERE IS AN EXISTING TREE IN THE PLANTER THAT
 WILL BE IMPACTED BY THE REMOVAL OF THE PLANTER WALL AND
 CONSTRUCTION OF THE ASPHALT PAVEMENT.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
Review Stop STORM STORMWATER
Rev No 3 Status F Date 06-07-2021 Cont ID  
Sent By tward Date 06-07-2021 Time 21:11 Rev Time 0.00
Received By tward Date 06-07-2021 Time 21:11 Sent To  
Notes
2021-06-07 21:11:36THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 4/5/2021 SUBMITTAL REVIEW SET.
  
 1. LABEL THE VERTICAL DATUM ON EVERY SHEET WITH
 ELEVATION INFORMATION (PC-1, PGU-1, SP-1). PROVIDE THE
 CONVERSION TO NGVD1929, THE CITY'S OFFICIAL VERTICAL
 DATUM. [REPEAT COMMENT]
  
 2. ENGINEERING PLAN DOES NOT MATCH THE SITE PLAN, E.G.
 THE DRIVEWAY TO MADDOCK ST., THE CURBING AROUND THE
 EXISTING PLANTER AT THE SOUTHWEST CORNER OF THE
 BUILDING (EAST SIDE OF THE NO PARKING AREA).
  
 3. PROPERLY SHOW THE MILL AND RESURFACING LIMITS ON
 BREVARD AVE PER CITY DETAIL GC-8. [CAN BE ADDRESSED
 DURING ENGINEERING PERMIT SUBMITTAL.]
  
 4. SHOW REPLACEMENT OF SIDEWALK WITH 6" THICKNESS WHERE
 DRIVEWAY APRONS ARE BEING WIDENED OR RELOCATED. [CAN BE
 ADDRESSED DURING ENGINEERING PERMIT SUBMITTAL.]
  
 5. MAXIMIZE THE STORAGE IN THE PROPOSED DRY RETENTION
 AREA BY EXCAVATING THE BOTTOM TO OBTAIN 4:1 SIDE SLOPES
 AND BOTTOM ELEVATION OF 12.0 FT NAVD. CROSS SECTIONS OF
 THE RETENTIONA AREA WILL BE REQUIRED FOR THE
 ENGINEERING PERMIT SUBMITTAL.
  
 6. PROVIDE A PIPED CONNECTION BETWEEN THE ROOF DRAINS
 FOR THE BUILDING ADDITION AND THE RETENTION AREA.
  
 7. LOWER THE GRATE ELEVATION OF CATCH BASIN #3 AND
 CREATE A DEPRESSION ACROSS THE DRIVEWAY TO ENSURE
 STORMWATER RUNOFF FLOWS TO THE CATCH BASIN INSTEAD OF
 ACROSS THE SIDEWALK.
  
 8. STORM PIPE WITHIN THE RIGHT OF WAY TO BE MINIMUM 15"
 RCP.
  
 9. CREATE A SWALE IN THE LANDSCAPE BUFFER AT THE FORMER
 WEST DRIVEWAY TO MADDOCK ST. CHANGE CURB INLET #1 TO A
 DITCH BOTTOM INLET AND MOVE STRUCTURES NO. 1 AND NO. 2
 FURTHER EAST TO MAXIMIZE FLOW IN THE SWALE.
  
 10. INDICATE IF THE EXISTING CURB BETWEEN THE LANDSCAPE
 ISLAND AND THE WEST EDGE OF THE FORMER DRIVEWAY WILL
 REMAIN OR BE REMOVED. INDICATE IF THE EXISTING CURB
 ALONG THE BACK OF SIDEWALK WEST OF THE FORMER DRIVEWAY
 WILL REMAIN, BE MODIFIED WITH CURB TRANSITION OR
 EXTENDED TO THE EAST SIDE OF THE FORMER DRIVEWAY.
  
 11. PROVIDE INLET PROTECTION FOR EXISTING DRAINAGE
 STRUCTURES IN THE RIGHT-OF-WAY. {CAN BE ADDRESSED
 DURING ENGINEERING PERMIT SUBMITTAL.]
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 03-26-2021 Cont ID  
Sent By tward Date 03-26-2021 Time 14:41 Rev Time 0.00
Received By tward Date 03-26-2021 Time 15:23 Sent To  
Notes
2021-03-26 15:23:33THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 3/2/2021 SUBMITTAL REVIEW SET.
  
 1. LABEL THE VERTICAL DATUM ON EVERY SHEET WITH
 ELEVATION INFORMATION. PROVIDE THE CONVERSION TO
 NGVD1929, THE CITY'S OFFICIAL VERTICAL DATUM.
  
 2. NARROW THE EAST SIDES OF THE ACCESS DRIVES TO
 MADDOCK STREET AND WINTERS STREET SO THAT THE DRAINAGE
 STRUCTURE DOES NOT NEED TO BE MODIFIED TO A DIFFERENT
 TYPE OF TOP.
  
 3. CREATE A STORMWATER DETENTION AREA IN THE PROPOSED
 LANDSCAPE ISLAND IN THE SOUTHEAST CORNER OF THE SITE.
 INCLUDE A RAISED DITCH BOTTOM INLET WITH A BAFFLE TO
 MAXIMIZE STORAGE AND INSTALL MINIMUM 15" DIAMETER RCP
 PIPE TO THE CATCH BASIN ON MADDOCK STREET. REGRADE
 PAVEMENT TO FLOW INTO DETENTION AREA OR INSTALL TRENCH
 DRAIN AT BACK OF SIDEWALK AND PIPE TO THE DETENTION
 AREA.
  
 4. WHY DOES THE NO PARKING AREA IN THE WEST PARKING LOT
 EXTEND ALL OF THE WAY TO THE WEST PROPERTY LINE? FOR
 DEAD END PARKING LOTS, JUST ONE PARKING SPACE NEEDS TO
 BE STRIPED OUT AS A TURN AROUND SPACE. CONSIDER EITHER
 EXPANDING THE LANDSCAPE ISLAND NEXT TO THE EXISTING
 LIVE OAK TREE OR PUTTING BACK THE FOURTH PARKING SPACE
 NEXT TO THE LIVE OAK TREE AND REMOVING THE SOUTH
 PARKING SPACE ALONG THE EAST PROPERTY LINE AND
 EXPANDING THE END TERMINAL ISLAND TO CREATE A BIGGER
 STORMWATER DETENTION AREA.
  
 5. CREATE SPREADER SWALE BEHIND THE SIDEWALK WHERE THE
 DRIVEWAY TO MADDOCK STREET IS BEING REMOVED.
  
 6. WILL THE EXISTING CURB ALONG THE BACK OF SIDEWALK ON
 MADDOCK STREET BE EXTENDED ACROSS THE DRIVEWAY BEING
 CLOSED AND CONNECT TO PLANTER RETAINING WALL? A LEVEL
 TOP OF CURB WILL SPREAD OUT THE EXCESS RUNOFF FLOW ONTO
 THE SIDEWALK.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
Review Stop STORM STORMWATER
Rev No 1 Status F Date 02-11-2021 Cont ID  
Sent By tward Date 02-11-2021 Time 19:00 Rev Time 0.00
Received By tward Date 02-11-2021 Time 19:00 Sent To  
Notes
2021-02-11 19:00:18THIS 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. THE CITY?S VERTICAL DATUM IS NATIONAL GEODETIC
 VERTICAL DATUM OF 1929. THE CITY HAS ALLOWED THE USE OF
 NAVD1988 PROVIDED THE CONVERSION TO NGVD1929 IS
 PROVIDED ON THE PLAN.
  
 2. ON EACH SHEET WITH ELEVATION INFORMATION LIST THE
 VERTICAL DATUM AND THE CONVERSION EQUATION TO NGVD1929.
  
 3. SHOW THE LIMITS OF MILL AND OVERLAY FOR THE TRENCH
 CUTS IN THE PUBLIC RIGHT OF WAY.
  
 4. S. DIXIE HWY IS MAINTAINED BY FDOT. ANY WORK WITHIN
 THE S. DIXIE R/W WILL REQUIRE A PERMIT FROM FDOT.
  
 5. SHOW PROPER PARKING LOT STRIPING (TWO 4? PARALLEL
 STRIPES WITH 12-INCH GAP BETWEEN THEM AND CLOSED ON ONE
 END)
  
 6. STORMWATER WATER QUALITY TREATMENT MAY BE NEEDED.
 CONSIDER INCORPORATING LOW IMPACT DEVELOPMENT IN THE
 DESIGN.
  
 7. IF ANY DRIVEWAY CONNECTIONS ARE CLOSED, REPLACE THE
 DROP CURB WITH RAISED CURB (OR CURB AND GUTTER AS
 APPLICABLE) IN THE RIGHT OF WAY.
  
 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 2 Status P Date 05-12-2021 Cont ID  
Sent By vnoel Date 05-12-2021 Time 06:49 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-05-12 06:50:00SEE COMMENTS UNDER Z21010015
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 02-05-2021 Cont ID  
Sent By vnoel Date 02-05-2021 Time 13:35 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2021-02-05 13:36:27SEE COMMENTS UNDER Z21010015.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status P Date 06-04-2021 Cont ID  
Sent By   Date 06-04-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-06-04 14:18:33NO FURTHER COMMENTS.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date 04-26-2021 Cont ID  
Sent By   Date 04-26-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-04-26 16:53:37TRAFFIC COMMENTS:
  
 1) PROVIDE COUNTY TPS LETTER
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 03-23-2021 Cont ID  
Sent By   Date 03-23-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-03-23 19:43:181) PROVIDE COUNTY TPS LETTER
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 02-10-2021 Cont ID  
Sent By   Date 02-10-2021 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2021-02-10 20:28:43TRAFFIC COMMENTS
 1) PROVIDE TRAFFIC STUDY/STATEMENT
 2) PROVIDE COUNTY TPS LETTER
  
 SITE COMMENTS
 1) ABANDON AND CLOSE THE DRIVEWAY ENTRANCE ON THE
 SOUTH-WEST SIDE OF THE PROPERTY DUE TO THE PROXIMITY TO
 THE DIXIE/MADDOCK INTERSECTION. MOREOVER, CITY CODE
 SEC. 94-312 ONLY ALLOWS ONE ACCESS POINT ONTO EACH
 RIGHT-OF-WAY FOR DEVELOPMENTS WITH LESS THAN 300
 PARKING SPACES.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 4 Status P Date 03-29-2022 Cont ID  
Sent By kdefranc Date 03-29-2022 Time 12:23 Rev Time 0.00
Received By kdefranc Date 03-29-2022 Time 12:23 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 04-27-2021 Cont ID  
Sent By   Date 04-27-2021 Time   Rev Time 0.00
Received By   Date 04-27-2021 Time   Sent To  
Notes
2021-04-27 11:34:55ZONING COMMENTS - 6910 SOUTH DIXIE HIGHWAY - PALM BEACH
 OUTPATIENT SURGERY- ISPR 21-01
  
 Z21010014 | 6910 SOUTH DIXIE HIGHWAY | ISPR 21-01
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND 2 SETS
 OF PHYSICAL PLANS, ALONG WITH ONE (1) REDUCED COPY (11
 IN X 17 IN).
 C. PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
 D. IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
 E. A RESUBMITTAL FEE OF 20% OF THE ORIGINAL APPLICATION
 FEE WILL BE ASSESSED AFTER THE FIRST
 RESUBMITTAL.
 _______________________________________________________
 ___________________
 APPLICATION SUBMITTAL
  
 -PROVIDE TRAFFIC CONCURRENCY LETTER FROM THE COUNTY FOR
 PROJECT. (AWAITING. THE LETTER SUBMITTED WAS NOT
 GENERATED FROM THE COUNTY.)
  
 -PROVIDE WRITTEN CONFIRMATION FROM UTILITY COMPANIES.
 (AWAITING)
  
 -PROVIDE THE WARRANTY DEED. (SATISFIED)
  
 -ON THE COVER SHEET, THE LAND USE DESIGNATION IS
 INCORRECT. (COMMERCIAL)(SATISFIED)
  
 -ALLEY ABANDONMENT PB 1881 IS REQUIRED PRIOR TO SITE
 PLAN APPROVAL. (AWAITING)
  
 SITE PLAN
  
 -PROVIDE BICYCLE PARKING WITH CITY APPROVED BICYCLE
 RACK AND ADD TO INFORMATION TABLE WITH PARKING
 INFORMATION. (ONE (1) BICYCLE SPACE FOR EVERY
 20-AUTOMOBILE SPACE OR A FRACTION OF.) PLEASE SEE THE
 CITY DETAIL ON BICYCLE RACKS. (SATISFIED)
  
 -WILL THE RECONSTRUCTION OF THE PARKING LOT BRING IT
 INTO COMPLIANCE WITH LANDSCAPE REQUIREMENTS? THE SITE
 IS OVER-PARKED. (ANSWERED)
  
 SUGGESTIONS: LANDSCAPE ISLAND AT SOUTH END OF
 EASTERN-MOST PARKING ROW. (SATISFIED)
  
 REMOVAL OF EXISTING IMPROVEMENTS WITHIN THE VISIBILITY
 TRIANGLES. THERE ARE STILL SOME PARKING AREAS IN THE
 SITE VISIBILITY TRIANGLE. (PARTIALLY SATISFIED)
  
 -COUNTED 56 PROVIDED PARKING SPACES, CORRECT
 INFORMATION TABLE. TOTAL PROVIDED 49. (SATISFIED)
  
 -PROVIDE THE ADA SPACES PROVIDED IN INFORMATION TABLE.
 THREE (3) ADA SPACES ARE REQUIRED. (SATISFIED)
  
 -PROVIDE AN ENLARGED TYPICAL DETAIL OF DOUBLE-STRIPING
 OF THE PARKING STALL TO ENSURE CORRECT DIMENSIONS.
 (SATISFIED)
  
 NOTE: THE PLAN INDICATES PARKING STALLS ARE TO HAVE
 6-INCH WHITE STALL LINE, CODE REQUIRES 4 INCH DOUBLE
 STRIPING. (SATISFIED)
  
 -CONSIDER ELIMINATING THE WHEEL STOPS FROM PARKING
 SPACES AND MOVING THE CURB TO PROVIDE 16 FOOT PAVED
 STALL TO INCREASE IMPERVIOUS AREA. (SATISFIED)
  
 -SETBACK ON THE SOUTHSIDE IS 4.6 FEET WHERE 5 FEET IS
 REQUIRED. CONSIDER RECESSING ADDITION BACK TO MEET THE
 REQUIRED SETBACK. (SATISFIED)
  
 --CORRECT THE CORNER SETBACK ON COVER PAGE. VARIANCE IS
 NO LONGER NEEDED. (SATISFIED)
  
 -WHAT WILL BE THE HOURS OF OPERATION OF THE CLINIC?
 (SATISFIED)
  
 -FIX THE SMALL SECTION OF BRICK ON THE SIDEWALK ON
 DIXIE HWY. CONSIDER REPAIRING ENTIRELY WITH CONCRETE.
 (SATISFIED)
  
 -GENERATOR AND CHILLER NEED TO BE ENCLOSED WITH FENCE
 OR WALL AND SHRUBS. (SATISFIED)
  
 -PROVIDE A DUMPSTER ENCLOSURE DETAIL. (SATISFIED)
  
 -LANDSCAPE ISLANDS ON EITHER SIDE OF THE DUMPSTER
 ENCLOSURE SHOULD MEET THE MINIMUM WIDTH REQUIREMENTS.
 (SATISFIED)
  
 -LIGHTING NEEDS TO 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. LEVELS SHOULD BE
 LESS THAN 0.5 FOOTCANDLES WHEN MEASURED AT PROPERTY
 LINE ADJACENT TO RESIDENTIAL. (SATISFIED)
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  
  
  
2021-04-23 13:24:09PPRC ZONING COMMENTS - 6910 SOUTH DIXIE HIGHWAY - PALM
 BEACH OUTPATIENT SURGERY- ISPR 21-01
 3/23/2021
 Z21010014 | 6910 SOUTH DIXIE HIGHWAY | ISPR 21-01
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND 2 SETS
 OF PHYSICAL PLANS, ALONG WITH ONE (1) REDUCED COPY (11
 IN X 17 IN).
 C. PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
 D. IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
 E. A RESUBMITTAL FEE OF 20% OF THE ORIGINAL APPLICATION
 FEE WILL BE ASSESSED AFTER THE FIRST
 RESUBMITTAL.
 _______________________________________________________
 ___________________
 APPLICATION SUBMITTAL
  
 -PROVIDE TRAFFIC CONCURRENCY LETTER FROM THE COUNTY FOR
 PROJECT. (SATISFIED)
  
 -PROVIDE WRITTEN CONFIRMATION FROM UTILITY COMPANIES.
 (AWAITING)
  
 -PROVIDE THE WARRANTY DEED. (SATISFIED)
  
 -ON THE COVER SHEET, THE LAND USE DESIGNATION IS
 INCORRECT. (COMMERCIAL)(SATISFIED)
  
 SITE PLAN
  
 -PROVIDE BICYCLE PARKING WITH CITY APPROVED BICYCLE
 RACK AND ADD TO INFORMATION TABLE WITH PARKING
 INFORMATION. (ONE (1) BICYCLE SPACE FOR EVERY
 20-AUTOMOBILE SPACE OR A FRACTION OF.) PLEASE SEE THE
 CITY DETAIL ON BICYCLE RACKS. (SATISFIED)
  
 -WILL THE RECONSTRUCTION OF THE PARKING LOT BRING IT
 INTO COMPLIANCE WITH LANDSCAPE REQUIREMENTS? THE SITE
 IS OVER-PARKED. (ANSWERED)
  
 SUGGESTIONS: LANDSCAPE ISLAND AT SOUTH END OF
 EASTERN-MOST PARKING ROW. (SATISFIED)
  
 REMOVAL OF EXISTING IMPROVEMENTS WITHIN THE VISIBILITY
 TRIANGLES. THERE ARE STILL SOME PARKING AREAS IN THE
 SITE VISIBILITY TRIANGLE. (PARTIALLY SATISFIED)
  
 -COUNTED 56 PROVIDED PARKING SPACES, CORRECT
 INFORMATION TABLE. TOTAL PROVIDED 49. (SATISFIED)
  
 -PROVIDE THE ADA SPACES PROVIDED IN INFORMATION TABLE.
 THREE (3) ADA SPACES ARE REQUIRED. (SATISFIED)
  
 -PROVIDE AN ENLARGED TYPICAL DETAIL OF DOUBLE-STRIPING
 OF THE PARKING STALL TO ENSURE CORRECT DIMENSIONS.
 (SATISFIED)
  
 NOTE: THE PLAN INDICATES PARKING STALLS ARE TO HAVE
 6-INCH WHITE STALL LINE, CODE REQUIRES 4 INCH DOUBLE
 STRIPING. (SATISFIED)
  
 -CONSIDER ELIMINATING THE WHEEL STOPS FROM PARKING
 SPACES AND MOVING THE CURB TO PROVIDE 16 FOOT PAVED
 STALL TO INCREASE IMPERVIOUS AREA. (SATISFIED)
  
 -SETBACK ON THE SOUTHSIDE IS 4.6 FEET WHERE 5 FEET IS
 REQUIRED. CONSIDER RECESSING ADDITION BACK TO MEET THE
 REQUIRED SETBACK. (SATISFIED)
  
 --CORRECT THE CORNER SETBACK ON COVER PAGE. VARIANCE IS
 NO LONGER NEEDED. (NEW COMMENT)(SATISFIED)
  
 -WHAT WILL BE THE HOURS OF OPERATION OF THE CLINIC?
 (SATISFIED)
  
 -FIX THE SMALL SECTION OF BRICK ON THE SIDEWALK ON
 DIXIE HWY. CONSIDER REPAIRING ENTIRELY WITH CONCRETE.
 (SATISFIED)
  
 -GENERATOR AND CHILLER NEED TO BE ENCLOSED WITH FENCE
 OR WALL AND SHRUBS. (SATISFIED)
  
 -PROVIDE A DUMPSTER ENCLOSURE DETAIL. (SATISFIED)
  
 -LANDSCAPE ISLANDS ON EITHER SIDE OF THE DUMPSTER
 ENCLOSURE SHOULD MEET THE MINIMUM WIDTH REQUIREMENTS.
 (SATISFIED)
  
 -LIGHTING NEEDS TO 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. LEVELS SHOULD BE
 LESS THAN 0.5 FOOTCANDLES WHEN MEASURED AT PROPERTY
 LINE ADJACENT TO RESIDENTIAL. (SATISFIED)
  
Review Stop Z ZONING
Rev No 2 Status F Date 03-23-2021 Cont ID  
Sent By   Date 03-23-2021 Time   Rev Time 0.00
Received By   Date 03-23-2021 Time   Sent To  
Notes
2021-03-23 10:05:46PPRC ZONING COMMENTS - 6910 SOUTH DIXIE HIGHWAY - PALM
 BEACH OUTPATIENT SURGERY- ISPR 21-01
 3/23/2021
 Z21010014 | 6910 SOUTH DIXIE HIGHWAY | ISPR 21-01
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND 2 SETS
 OF PHYSICAL PLANS, ALONG WITH ONE (1) REDUCED COPY (11
 IN X 17 IN).
 C. PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
 D. IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
 E. A RESUBMITTAL FEE OF 20% OF THE ORIGINAL APPLICATION
 FEE WILL BE ASSESSED AFTER THE FIRST
 RESUBMITTAL.
 _______________________________________________________
 ___________________
 APPLICATION SUBMITTAL
  
 -PROVIDE TRAFFIC CONCURRENCY LETTER FROM THE COUNTY FOR
 PROJECT. (AWAITING)
  
 -PROVIDE WRITTEN CONFIRMATION FROM UTILITY COMPANIES.
 (AWAITING)
  
 -PROVIDE THE WARRANTY DEED. (SATISFIED)
  
 -ON THE COVER SHEET, THE LAND USE DESIGNATION IS
 INCORRECT. (COMMERCIAL)(SATISFIED)
  
 SITE PLAN
  
 -PROVIDE BICYCLE PARKING WITH CITY APPROVED BICYCLE
 RACK AND ADD TO INFORMATION TABLE WITH PARKING
 INFORMATION. (ONE (1) BICYCLE SPACE FOR EVERY
 20-AUTOMOBILE SPACE OR A FRACTION OF.) PLEASE SEE THE
 CITY DETAIL ON BICYCLE RACKS. (SATISFIED)
  
 -WILL THE RECONSTRUCTION OF THE PARKING LOT BRING IT
 INTO COMPLIANCE WITH LANDSCAPE REQUIREMENTS? THE SITE
 IS OVER-PARKED. (ANSWERED)
  
 SUGGESTIONS: LANDSCAPE ISLAND AT SOUTH END OF
 EASTERN-MOST PARKING ROW. (SATISFIED)
  
 REMOVAL OF EXISTING IMPROVEMENTS WITHIN THE VISIBILITY
 TRIANGLES. THERE ARE STILL SOME PARKING AREAS IN THE
 SITE VISIBILITY TRIANGLE. (PARTIALLY SATISFIED)
  
 -COUNTED 56 PROVIDED PARKING SPACES, CORRECT
 INFORMATION TABLE. TOTAL PROVIDED 49. (SATISFIED)
  
 -PROVIDE THE ADA SPACES PROVIDED IN INFORMATION TABLE.
 THREE (3) ADA SPACES ARE REQUIRED. (SATISFIED)
  
 -PROVIDE AN ENLARGED TYPICAL DETAIL OF DOUBLE-STRIPING
 OF THE PARKING STALL TO ENSURE CORRECT DIMENSIONS.
 (SATISFIED)
  
 NOTE: THE PLAN INDICATES PARKING STALLS ARE TO HAVE
 6-INCH WHITE STALL LINE, CODE REQUIRES 4 INCH DOUBLE
 STRIPING. (SATISFIED)
  
 -CONSIDER ELIMINATING THE WHEEL STOPS FROM PARKING
 SPACES AND MOVING THE CURB TO PROVIDE 16 FOOT PAVED
 STALL TO INCREASE IMPERVIOUS AREA. (SATISFIED)
  
 -SETBACK ON THE SOUTHSIDE IS 4.6 FEET WHERE 5 FEET IS
 REQUIRED. CONSIDER RECESSING ADDITION BACK TO MEET THE
 REQUIRED SETBACK. (SATISFIED)
  
 --CORRECT THE CORNER SETBACK ON COVER PAGE. VARIANCE IS
 NOT LONGER NEEDED. (NEW COMMENT)
  
 -WHAT WILL BE THE HOURS OF OPERATION OF THE CLINIC?
 (SATISFIED)
  
 -FIX THE SMALL SECTION OF BRICK ON THE SIDEWALK ON
 DIXIE HWY. CONSIDER REPAIRING ENTIRELY WITH CONCRETE.
 (SATISFIED)
  
 -GENERATOR AND CHILLER NEED TO BE ENCLOSED WITH FENCE
 OR WALL AND SHRUBS. (SATISFIED)
  
 -PROVIDE A DUMPSTER ENCLOSURE DETAIL. (SATISFIED)
  
 -LANDSCAPE ISLANDS ON EITHER SIDE OF THE DUMPSTER
 ENCLOSURE SHOULD MEET THE MINIMUM WIDTH REQUIREMENTS.
 (SATISFIED)
  
 -LIGHTING NEEDS TO 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. LEVELS SHOULD BE
 LESS THAN 0.5 FOOTCANDLES WHEN MEASURED AT PROPERTY
 LINE ADJACENT TO RESIDENTIAL. (SATISFIED)
  
  
  
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  
  
Review Stop Z ZONING
Rev No 1 Status F 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 10:24:36PPRC ZONING COMMENTS - 6910 SOUTH DIXIE HIGHWAY - PALM
 BEACH OUTPATIENT SURGERY- ISPR 21-01
 2/9/2021
 Z21010014 | 6910 SOUTH DIXIE HIGHWAY | ISPR 21-01
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND 2 SETS
 OF PHYSICAL PLANS, ALONG WITH ONE (1) REDUCED COPY (11
 IN X 17 IN).
 C. PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
 D. IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
 E. A RESUBMITTAL FEE OF 20% OF THE ORIGINAL APPLICATION
 FEE WILL BE ASSESSED AFTER THE FIRST
 RESUBMITTAL.
 _______________________________________________________
 ___________________
 APPLICATION SUBMITTAL
  
 -PROVIDE TRAFFIC CONCURRENCY LETTER FROM THE COUNTY FOR
 PROJECT.
  
 -PROVIDE WRITTEN CONFIRMATION FROM UTILITY COMPANIES.
  
 -PROVIDE THE WARRANTY DEED.
  
 -ON THE COVER SHEET, THE LAND USE DESIGNATION IS
 INCORRECT. (COMMERCIAL)
  
 SITE PLAN
  
 -PROVIDE BICYCLE PARKING WITH CITY APPROVED BICYCLE
 RACK AND ADD TO INFORMATION TABLE WITH PARKING
 INFORMATION. (ONE (1) BICYCLE SPACE FOR EVERY
 20-AUTOMOBILE SPACE OR A FRACTION OF.) PLEASE SEE THE
 CITY DETAIL ON BICYCLE RACKS.
  
 -WILL THE RECONSTRUCTION OF THE PARKING LOT BRING IT
 INTO COMPLIANCE WITH LANDSCAPE REQUIREMENTS? THE SITE
 IS OVER-PARKED.
  
 SUGGESTIONS: LANDSCAPE ISLAND AT SOUTH END OF
 EASTERN-MOST PARKING ROW.
  
 REMOVAL OF EXISTING IMPROVEMENTS WITHIN THE VISIBILITY
 TRIANGLES.
  
 -COUNTED 56 PROVIDED PARKING SPACES, CORRECT
 INFORMATION TABLE.
  
 -PROVIDE THE ADA SPACES PROVIDED IN INFORMATION TABLE.
 THREE (3) ADA SPACES ARE REQUIRED.
  
 -PROVIDE AN ENLARGED TYPICAL DETAIL OF DOUBLE-STRIPING
 OF THE PARKING STALL TO ENSURE CORRECT DIMENSIONS.
  
 NOTE: THE PLAN INDICATES PARKING STALLS ARE TO HAVE
 6-INCH WHITE STALL LINE, CODE REQUIRES 4 INCH DOUBLE
 STRIPING.
  
 -CONSIDER ELIMINATING THE WHEEL STOPS FROM PARKING
 SPACES AND MOVING THE CURB TO PROVIDE 16 FOOT PAVED
 STALL TO INCREASE IMPERVIOUS AREA.
  
 -SETBACK ON THE SOUTHSIDE IS 4.6 FEET WHERE 5 FEET IS
 REQUIRED. CONSIDER RECESSING ADDITION BACK TO MEET THE
 REQUIRED SETBACK.
  
 -WHAT WILL BE THE HOURS OF OPERATION OF THE CLINIC?
  
 -FIX THE SMALL SECTION OF BRICK ON THE SIDEWALK ON
 DIXIE HWY. CONSIDER REPAIRING ENTIRELY WITH CONCRETE.
  
 -GENERATOR AND CHILLER NEED TO BE ENCLOSED WITH FENCE
 OR WALL AND SHRUBS.
  
 -PROVIDE A DUMPSTER ENCLOSURE DETAIL.
  
 -LANDSCAPE ISLANDS ON EITHER SIDE OF THE DUMPSTER
 ENCLOSURE SHOULD MEET THE MINIMUM WIDTH REQUIREMENTS.
  
 -LIGHTING NEEDS TO 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. LEVELS SHOULD BE
 LESS THAN 0.5 FOOTCANDLES WHEN MEASURED AT PROPERTY
 LINE ADJACENT TO RESIDENTIAL.
  
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  
  
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