Plan Review Details - Project Z21040007
Plan Review Stops For Project Z21040007
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 04-27-2021 Cont ID  
Sent By scwelter Date 04-27-2021 Time 15:07 Rev Time 0.00
Received By scwelter Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 05-12-2021 Cont ID  
Sent By rbrown Date 05-12-2021 Time 19:23 Rev Time 0.00
Received By rbrown Date 05-12-2021 Time 19:23 Sent To  
Notes
2021-05-12 19:25:58DEVELOPMENT 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, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
 SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 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]
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 07-01-2021 Cont ID  
Sent By rrossano Date 07-01-2021 Time   Rev Time 0.00
Received By rrossano Date 07-01-2021 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-12-2021 Cont ID  
Sent By rrossano Date 05-12-2021 Time   Rev Time  
Received By rrossano Date 05-12-2021 Time   Sent To  
Notes
2021-05-12 15:58:001. 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, CLICK HERE OR GO TO: HTT
 PS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-FOR
 MS-PERMITS-AND-APPLICATIONS .
 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, CLICK HERE OR GO TO: HTTPS://WWW.WPB.
 ORG/GOVERNMENT/ENGINEERING/ENGINEERING-FORMS-PERMITS-AN
 D-APPLICATIONS .
 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-8 FOR WATER AND PER FAC 64-E.008 FOR SEWER.
 9. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
 10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER ALONG ENTIRE PROJECT FRONTAGE.
 11. PLEASE ADD NOTE TO PLANS SPECIFYING CITY?S
 DOWNSTREAM LIFT STATION NUMBER.
 12. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 13. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 14. PLEASE LABEL WATER LINES AS PRIVATE WHERE
 APPLICABLE.
 15. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 16. 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]
 17. 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]:
  
 -WILL THERE BE ANY DEMOLITION? IF SO, PLEASE ADD
 DEMOLITION PLAN.
  
 -PROPOSED WATER METER WOULD REQUIRE A UTILITY EASEMENT.
  
 -CANNOT INSTALL FIRE HYDRANT IN SIDEWALK.
  
 -THE WALKWAY NEAR DUMPSTER GOING TO THE STREET APPEARS
 TO HAVE A CURB. WOULD WHEELCHAIR NEED TO GO INTO
 DRIVEWAY TO ACCESS THE RIGHT OF WAY? THE PROJECT
 NARRATIVE TALKED ABOUT ACCESSIBILITY.
  
 -PROJECT NARRATIVE SAID LOCATION OF FPL TRANSFORMER IS
 ON SITE PLAN, BUT HAVING TROUBLE SEEING IT. PLEASE SHOW
 AND LABEL CLEARLY.
  
 -IS THE PROJECT PROPOSING TO HAVE ANY WALLS, GATES, OR
 FENCES ON THE WEST SIDE OF THE PROPERTY NEAR THE
 SIDEWALK THAT WOULD LIMIT ACCESS TO THE PROPERTY?
  
 -WHAT KIND OF UTILITY IS LOCATED IN THE EXISTING 3 FOOT
 UTILITY EASEMENTS NEAR THE EASTERN PROPERTY LINE?
  
 -PLEASE SHOW AND LABEL ALL EXISTING UTILITY AND LIGHT
 POLES NEAR THE SIDEWALK ON THE CIVIL PLANS.
  
 -WILL THE PROJECT AREA BE A PART OF THE ENTIRE 4200
 GEORGIA PROPERTY INCLUDING THE EXISTING BUILDING TO THE
 NORTH? IF SO, PLEASE ADD ADDITIONAL CIVIL PLAN SHEET
 SHOWING THE WATER & SEWER UTILITIES FOR THE REST OF THE
 PROPERTY.
  
 -FOR FORMAL ENGINEERING SUBMITTAL: LABEL WATER SERVICES
 PIPES WITH SIZE AND MATERIAL TYPE, LABEL FIRELINE POINT
 OF SERVICE GATE VALVE, LABEL THE CROSSING OF THE
 FIRELINE AND EXISTING 20 INCH WM, AND SHOW/LABEL
 REDUCER TO FIRELINE.
  
 -FIRELINE BACKFLOW ASSEMBLIES MUST BE DETECTOR TYPE.
  
 -LANDSCAPING PLAN DOES NOT SEEM TO SHOW THE FIRELINE
 BACKFLOW ASSEMBLY.
  
 -PLEASE VERIFY GREEN LIRIOPE SHOWN ON LANDSCAPING PLAN
 IS NOT TALL AND WILL NOT CONFLICT WITH BACKFLOW
 ASSEMBLY MAINTENANCE.
  
 -IS AN ADDITIONAL METERED IRRIGATION WATER SERVICE
 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 04-29-2021 Cont ID  
Sent By pleduc Date 04-29-2021 Time 16:30 Rev Time 0.00
Received By pleduc Date 04-29-2021 Time 16:14 Sent To  
Notes
2021-04-29 16:30:02THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE DEPARTMENT.
  
 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.
  
 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 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. EMERGENCY RADIO COMMUNICATIONS SHALL COMPLY NFPA 1,
 CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY RADIO
 ENHANCEMENT SERVICES. 11.10.1 IN ALL NEW AND EXISTING
 BUILDINGS, MINIMUM RADIO SIGNAL STRENGTH FOR FIRE
 DEPARTMENT COMMUNICATIONS SHALL BE MAINTAINED AT A
 LEVEL DETERMINED BY THE AHJ.
 CLOSE AND EARLY COORDINATION WITH THE FIRE MARSHAL'S
 OFFICE IS STRONGLY ENCOURAGE TO MEET THESE REQUIRMENTS.
  
 13. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 14. 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 2 Status F Date 07-21-2021 Cont ID  
Sent By aburnett Date 07-21-2021 Time 12:32 Rev Time 0.00
Received By aburnett Date 07-21-2021 Time 12:32 Sent To  
Notes
2021-07-21 12:33:13FROM: ANDREW BURNETT, LANDSCAPE PLANNER 561-822-1562
 PROJECT: 4200 GEORGIA AVE. Z21040007
 JULY 21, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
 1. PARTIALLY SATISFIED CORRECT THE LANDSCAPE BUFFER
 CALCULATION FOR THE WEST TO 175 FEET. DRIVEWAYS CANNOT
 BE DEDUCTED. 6 REQUIRED TREES CAN BE CLUSTERED AS
 NEEDED. DRIVEWAYS MAY BE REQUIRED TO BE NARROWED.
 7/21/2021: TREES PLANTED IN PARKING LOT TERMINAL ISLAND
 WILL NOT COUNT FOR NEEDED LANDSCAPE BUFFER TREES
  
 2. PROVIDE CALCULATION FOR BUFFER ALONG GEORGIA AVE
 WITH ACCESS DRIVEWAYS TO SHOW THEY DO NOT EXCEED 25%
 INTERRUPTION FOR VEHICULAR ACCESS AS REQUIRED BY
 SECTION 94-443(B)(2).
  
 3. SATISFIED SHOW LOCATIONS OF ALL UTILITIES AND GROUND
 MOUNTED EQUIPMENT AND PROVIDE SCREENING. VALVES IN THE
 GEORGIA AVE BUFFER NEED TO MATCH THE CIVIL DRAWINGS.
  
 4. SATISFIED FPL TRANSFORMER LOCATION MUST BE SHOWN,
 AND SCREENING PROVIDED.
  
 5. SATISFIED PARKING SPACES MUST SHOW THE OVERHANG AREA
 IF CURB IS TO BE LOCATED AT 16 FEET PARKING SPACE
 LENGTH.
  
 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. OF THE 3 REQUIRED TREES, 2
 MUST BE CATEGORY 1.
 7/21/2021: PER CITY TREE LIST YELLOW TAB (TABEBUIA
 CARAIBA) IS A CATEGORY 2 SHADE TREE. 2 CATEGORY 1 TREES
 NEEDED FOR INTERIOR PARKING AREA.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 05-05-2021 Cont ID  
Sent By rcaranci Date 05-05-2021 Time 17:32 Rev Time 0.00
Received By rcaranci Date 05-05-2021 Time 17:32 Sent To  
Notes
2021-05-05 17:32:46FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 4200 GEORGIA AVE. Z21040007
 MAY 5, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
 1. CORRECT THE LANDSCAPE BUFFER CALCULATION FOR THE
 WEST TO 175 FEET. DRIVEWAYS CANNOT BE DEDUCTED. 6
 REQUIRED TREES CAN BE CLUSTERED AS NEEDED. DRIVEWAYS
 MAY BE REQUIRED TO BE NARROWED.
  
 2. PROVIDE CALCULATION FOR BUFFER ALONG GEORGIA AVE
 WITH ACCESS DRIVEWAYS TO SHOW THEY DO NOT EXCEED 25%
 INTERRUPTION FOR VEHICULAR ACCESS AS REQUIRED BY
 SECTION 94-443(B)(2).
  
 3. SHOW LOCATIONS OF ALL UTILITIES AND GROUND MOUNTED
 EQUIPMENT AND PROVIDE SCREENING. VALVES IN THE GEORGIA
 AVE BUFFER NEED TO MATCH THE CIVIL DRAWINGS.
  
 4. FPL TRANSFORMER LOCATION MUST BE SHOWN, AND
 SCREENING PROVIDED.
  
 5. PARKING SPACES MUST SHOW THE OVERHANG AREA IF CURB
 IS TO BE LOCATED AT 16 FEET PARKING SPACE LENGTH.
  
 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. OF THE 3 REQUIRED TREES, 2
 MUST BE CATEGORY 1.
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 07-19-2021 Cont ID  
Sent By   Date 07-19-2021 Time   Rev Time 0.00
Received By   Date 07-19-2021 Time   Sent To  
Notes
2021-07-19 15:00:13NO FURTHER COMMENTS FROM PUBLIC WORKS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 05-07-2021 Cont ID  
Sent By   Date 05-07-2021 Time   Rev Time  
Received By   Date 05-07-2021 Time   Sent To  
Notes
2021-05-07 08:02:05PLEASE CONSIDER ONE OF THE TWO OPTIONS BELOW FOR THE
 DUMPSTER ENCLOSURE LOCATION AND ORIENTATION:
  
 1- SWAP THE ADA PARKING SPOT WITH THE PROPOSED LOCATION
 OF THE ENCLOSURE (PREFERED OPTION)
 2- CHANGE THE PROPOSED ORIENTATION (GATE OPENING) OF
 THE ENCLOSURE BY 45 DEG. TO SE DIRECTION.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 2 Status P Date 07-27-2021 Cont ID  
Sent By tward Date 07-27-2021 Time 16:03 Rev Time 0.00
Received By tward Date 07-27-2021 Time 16:04 Sent To  
Notes
2021-07-27 16:04:48SITE PLAN APPROVED WITH THE FOLLOWING CONDITION:
  
 1. REMOVE THE PIPED CONNECTIONS BETWEEN THE MAIN
 STORMWATER MANAGEMENT SYSTEM (INCLUDING THE
 EXFILTRATION SYSTEM) AND THE TRENCH DRAINS ACROSS THE
 DRIVEWAYS AT THE BACK OF SIDEWALK. THIS PIPED
 CONNECTIONS LIMIT THE HYDRAULIC HEAD THAT CAN BE
 IMPOSED ON THE MAJOR EXFILTRATION SYSTEM. THE TRENCH
 DRAINS WILL REDUCE THE AMOUNT OF STORMWATER RUNOFF
 FLOWING FROM THE SITE ACROSS THE SIDEWALK AND SHOULD BE
 CONNECTED TO SEPARATE EXFILTRATION TRENCHES OR
 RETENTION AREA(S) TO TREAT THE STORMWATER RUNOFF
 CAPTURED BY THE TRENCH DRAINS.
  
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 05-08-2021 Cont ID  
Sent By tward Date 05-08-2021 Time 23:21 Rev Time 0.00
Received By tward Date 05-08-2021 Time 23:23 Sent To  
Notes
2021-05-08 23:23:07THIS 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 CROSS SECTIONS FROM EACH PROPERTY LINE TO
 THE FACE OF THE BUILDING. THERE SHOULD NOT BE DIRECT
 RUNOFF ONTO ADJACENT PROPERTY OR ACROSS THE PUBLIC
 SIDEWALK.
  
 2. EXISTING STORM PIPE IN GEORGIA AVE IS 60? RCP, NOT
 24? RCP.
  
 3. THERE IS A 20? PCCP WATER MAIN NEAR THE EAST CURB OF
 GEORGIA AVE THAT MAY BE IN CONFLICT WITH THE PROPOSED
 STORM OUTFALL PIPE.
  
 4. WHAT IS THE PERIMETER BERM ELEVATION? THE GRATE
 ELEVATION OF THE PROPOSED TRENCH DRAINS SHOULD NOT BE
 LOWER THAN THE PERIMETER BERM ELEVATION.
  
 5. PRBS SHOULD BE USED IN STRUCTURES CONNECTED TO
 EXFILTRATION TRENCHES AND ON THE OUTFALL PIPE.
  
 6. IS THE PROPOSED FIRE HYDRANT NECESSARY? THERE IS AN
 EXISTING FH LESS THAN 200 FEET SOUTH ON THE WEST SIDE
 OF GEORGIA AVE. ON-STREET PARKING SPACES CANNOT BE
 WITHIN 18 FEET OF THE CENTER PLUG OF THE FH.
  
 7. ADD DRAINAGE FLOW ARROWS ON THE CONCEPTUAL PAVING,
 GRADING AND DRAINAGE PLAN.
  
 8. CONSIDER REDUCING THE LENGTH OF THE PARKING SPACES
 AND PROVIDE 2 FEET OF LANDSCAPED OVERHANG.
  
 9. SHOW SIDEWALK REPLACEMENT WHERE UTILITIES WILL BE
 CONSTRUCTED ACROSS THE SIDEWALK.
  
 10. THE SLOPE OF THE SIDEWALK ADJACENT TO THE NORTH
 DRIVEWAY APPEARS TO EXCEED 5% AND MAY BE CONSIDERED A
 RAMP AND REQUIRE A HANDRAIL.
  
  
 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.
  
 3. PROVIDE A COPY OF THE SFWMD ERP BEFORE THE START OF
 CONSTRUCTION.
  
 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 07-07-2021 Cont ID  
Sent By vnoel Date 07-07-2021 Time 07:51 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-07-07 07:52:24PASSED WITH CONDITION OF UNITY OF TITLE PRIOR TO
 BUILDING PERMIT.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 05-07-2021 Cont ID  
Sent By vnoel Date 05-07-2021 Time 08:59 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2021-05-07 09:04:301. SURVEY NEEDS TO BE SIGNED AND SEALED. SE CORNER
 MISSING MONUMENTATION.
 2. ADD CONVERSION TO NGVD.
 3. NEED COPIES OF UE'S AND ORB 4691/1227.
 4. SHOW DETAILS OF W. LINE JOGS.
 5. IS IT THE INTENT TO SUBDIVIDE?
 6. UNITY OF TITLE WILL BE REQUIRED. APPLICATION IS MADE
 THRU ENGINEERING.
 7. NEED DEMO PLAN FOR EXISTING STRUCTURES.
 8. EXISTING SERVICE MAY NEED TO BE CCTV'D.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status P Date 07-01-2021 Cont ID  
Sent By   Date 07-01-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-07-01 19:23:28NO FURTHER COMMENTS.
  
 1) SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE BASIC
 CURB DETAILS (I.E. DRIVEWAY AND PARKING STALLS) ON THE
 OPPOSITE SIDE OF THE ROAD(S) SURROUNDING THE PROPOSED
 DEVELOPMENT
 2) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE
 TRUCK AND SERVICE VEHICLES PERFORMING THEIR OPERATIONS
 AND DRIVING IN AND OUT OF THE PROPOSED DEVELOPMENT.
 VEHICLE DYNAMIC ENVELOPES SHOULD BE CLEARLY DEPICTED.
 ANALYSIS SHOULD BE PROVIDED IN A SEPARATE FILE/DRAWING
 3) SATISFIED. DRIVEWAY WIDTH CANNOT EXCEED 25 FEET.
 PLEASE ADJUST PROPOSED ONES ACCORDINGLY.
 4) SATISFIED. INSERT IN THE PARKING TABLE THE REQUIRED
 AND PROVIDED BICYCLE SPACES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 05-07-2021 Cont ID  
Sent By   Date 05-07-2021 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2021-05-07 11:30:55 
 1) ON THE SITE PLAN, PLEASE SHOWCASE BASIC CURB DETAILS
 (I.E. DRIVEWAY AND PARKING STALLS) ON THE OPPOSITE SIDE
 OF THE ROAD(S) SURROUNDING THE PROPOSED DEVELOPMENT
 2) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND
 SERVICE VEHICLES PERFORMING THEIR OPERATIONS AND
 DRIVING IN AND OUT OF THE PROPOSED DEVELOPMENT. VEHICLE
 DYNAMIC ENVELOPES SHOULD BE CLEARLY DEPICTED. ANALYSIS
 SHOULD BE PROVIDED IN A SEPARATE FILE/DRAWING
 3) DRIVEWAY WIDTH CANNOT EXCEED 25 FEET. PLEASE ADJUST
 PROPOSED ONES ACCORDINGLY.
 4) INSERT IN THE PARKING TABLE THE REQUIRED AND
 PROVIDED BICYCLE SPACES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
  
Review Stop Z ZONING
Rev No 2 Status P Date 07-28-2021 Cont ID  
Sent By   Date 07-28-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 05-07-2021 Cont ID  
Sent By awooten Date 05-07-2021 Time   Rev Time  
Received By awooten Date 05-07-2021 Time   Sent To  
Notes
2021-05-07 13:44:51PPRC ZONING COMMENTS - 4200 GEORGIA AVENUE ? FLORIDA
 TEAK WAREHOUSE - ISPR 21-06 - Z21040007
 5/7/2021
  
 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.
 _______________________________________________________
 __________________________
  
 PROVIDE AN ALTA/ACSM LAND TITLE SURVEY SIGNED AND
 SEALED.
  
 THE ALTA/ACSM LAND TITLE SURVEY SHALL BE WITHIN ONE (1)
 YEAR OLD AND ACCOMPANIED BY A CURRENT OWNERSHIP AND
 ENCUMBRANCE (O & E) REPORT, WHICH SHALL INCLUDE ALL
 EASEMENTS AND RESTRICTIONS OF RECORD, OR A CURRENT
 TITLE POLICY.
  
 IS THIS LOT TO BE DEVELOPED SEPARATELY FROM THE LOT TO
 THE NORTH? ARE THERE PLANS TO SELL THE LOTS SEPARATELY?
  
 THE EXISTING DRIVEWAY ENTRANCE WIDTHS SHOULD BE REDUCED
 TO 25 FEET. SHOW WIDTHS OF EXISTING CURB CUTS ON
 SURVEY.
  
 THE BICYCLE PARKING NEEDS TO BE LOCATED CLOSER TO THE
 BUILDING ENTRANCE.
  
 PROVIDE BICYCLE PARKING DETAILS IN THE INFORMATION
 TABLE ON SITE PLAN.
  
 SITE IS NOT VACANT. THERE ARE TWO STRUCTURES ON
 PROPERTY: ONE STRUCTURE IS ON THE PROPERTY TO THE NORTH
 AND THE OVERHANG ENCROACHES THE SUBJECT PROPERTY (TO
 THE SOUTH) AND THERE IS ANOTHER COMMERCIAL CARPORT LIKE
 STRUCTURE. WHAT ARE THE PLANS FOR THOSE STRUCTURES? ARE
 THEY TO BE DEMOLISHED?
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  
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