Plan Review Details - Project Z20020013
Plan Review Stops For Project Z20020013
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 03-11-2020 Cont ID  
Sent By rbrown Date 03-11-2020 Time 20:30 Rev Time 0.00
Received By rbrown Date 03-11-2020 Time 20:30 Sent To  
Notes
2020-03-11 20:33:12DEVELOPMENT 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. 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.
  
 3. GREASE INTERCEPTOR. A GREASE INTERCEPTOR WILL BE
 REQUIRED. FOR INFORMATION ON THE REQUIRED TYPE, SIZE
 AND LOCATION, PLEASE CONTACT TIM LARGE, CHIEF PLUMBING
 INSPECTOR, DEVELOPMENT SERVICES DEPARTMENT, AT (561)
 805-6692, OR BY EMAIL: [email protected]
  
 4. 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.
  
 5. 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 FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 03-06-2020 Cont ID  
Sent By pleduc Date 03-06-2020 Time   Rev Time 0.00
Received By pleduc Date 03-06-2020 Time 11:23 Sent To  
Notes
2020-03-06 11:25:59THE 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.
  
 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 6TH 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. 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 LOCATION ON THE SURVEY SHEET OF THE FIRE HYDRANT IS
 ACCEPTABLE WITH ANY CHANGES OF THAT LOCATION CLOSELY
 COORDINATED WITH THE BUREAU OF FIRE PREVENTION.
  
 8. IF APPLICABLE, 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.
  
 9. COMPLETE LIFE SAFETY PLANS FOR THE 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.
  
 10. 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.
  
 11. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 12. 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 PW PUBLIC WORKS
Rev No 2 Status P Date 08-24-2020 Cont ID  
Sent By   Date 08-24-2020 Time   Rev Time 0.00
Received By   Date 08-24-2020 Time   Sent To  
Notes
2020-08-24 12:28:00NO FURTHER COMMENTS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 03-09-2019 Cont ID  
Sent By   Date 03-09-2020 Time   Rev Time 0.00
Received By   Date 03-09-2020 Time   Sent To  
Notes
2020-03-09 11:55:53PLEASE PROVIDE THE FOLLOWING:
  
 1- DUMPSTER ENCLOSURE SPEC. 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, CG-8.
 2- AUTO TURN FOR THE SANITATION SERVICE, FRONT LOADER
 TRUCK WITH THE FOLLOWING SPECS:
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 1 Status N Date 03-12-2020 Cont ID  
Sent By tward Date 03-12-2020 Time 11:53 Rev Time 0.00
Received By tward Date 03-12-2020 Time 11:55 Sent To  
Notes
2020-03-12 13:56:37THIS REVIEW STOP WAS PUT IN FOR A DIIFERRENT PROJECT BY
 MISTAKE.
Review Stop SURVEY SURVEYING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 11-18-2020 Cont ID  
Sent By   Date 11-18-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-11-18 14:21:55NO FURTHER COMMENTS.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 09-11-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-09-11 14:00:00TRAFFIC STUDY
 1. NOTE: THE TRAFFIC STUDY PROVIDED IN THE LATEST
 SUBMISSION IS THE SAME AS THE ORIGINAL ONE. PLEASE
 PROVIDE THE UPDATED VERSION, TILL THEN PREVIOUS
 COMMENTS STAND.
 2. PLEASE REVISE THE REPORT WITH RESPECT TO THE
 MISPLACED FIGURES AND TABLES
 3. REVISE TABLE 2, SOME OF THE LANE CONFIGURATIONS ARE
 INCORRECT, FOR EXAMPLE:
 A. 25TH ST BETWEEN BROADWAY AND FLAGLER IS 2L
 B. TAMARIND AVE BETWEEN 25TH ST AND PALM BEACH LAKES
 BLVD IS 2L
 4. CORRECT TABLE 3, IT SHOULD BE PM
 5. FIGURE 4 SHOWS DRIVEWAY LEFT-TURN VOLUMES. HOWEVER,
 SITE PLAN SHOWS RIGHT-TURN ONLY
 6. PLEASE INCLUDE DAILY VOLUMES IN FIGURE 4
 7. DRIVEWAY VOLUMES WILL NEED TO BE REVISITED,
 CONSIDERING THE RIGHT-IN RIGHT-OUT CONFIGURATION
 8. THERE IS A MISMATCH WITH THE TPS LETTER REGARDING
 DEVELOPMENT INTENSITY. PLEASE REVISE AND OBTAIN AN
 UPDATED TPS LETTER
 9. PROVIDE SIGNAL TIMING SHEETS
  
  
 SITE PLAN
 10. LEFT TURN MOVEMENT FROM 25TH EASTBOUND TO DRIVEWAY
 SHALL BE FORBIDDEN
 A. 180-FOOT MEDIAN ISLAND IS REQUIRED. AUTOTURN
 ANALYSIS SHOULD BE PROVIDED FOR THIS MEDIAN DESIGN
 B. IF RAISED MEDIAN IS NOT ANTICIPATED, PROVIDE
 JUSTIFICATION THROUGH AN AUTOTURN ANALYSIS SHOWCASING
 RESTRICTIONS AND/OR ENCROACHMENT OF A LARGE WB-62FL
 GASOLINE TRUCK WITH THE REQUESTED MEDIAN
 11. MILL AND RESURFACE 25TH ST ALONG SITE FRONTAGE, AS
 NEEDED DUE TO THE RAISED MEDIAN IMPLEMENTATION
 12. THE PROPOSED IRRIGATION IS WITHIN THE CITY?S
 RIGHT-OF-WAY AND MAINTENANCE AGREEMENT WITH THE CITY IS
 REQUIRED. CONDITION: PROVIDE MAINTENANCE AGREEMENT
 PRIOR TO ISSUANCE OF A BUILDING PERMIT.
  
  
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 03-11-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-03-11 11:06:02TRAFFIC STUDY
 1. PLEASE REVISE THE REPORT WITH RESPECT TO THE
 MISPLACED FIGURES AND TABLES
  
 2. REVISE TABLE 2, SOME OF THE LANE CONFIGURATIONS ARE
 INCORRECT, FOR EXAMPLE:
 A. 25TH ST BETWEEN BROADWAY AND FLAGLER IS 2L
 B. TAMARIND AVE BETWEEN 25TH ST AND PALM BEACH LAKES
 BLVD IS 2L
  
 3. CORRECT TABLE 3, IT SHOULD BE PM
  
 4. FIGURE 4 SHOWS DRIVEWAY LEFT-TURN VOLUMES. HOWEVER,
 SITE PLAN SHOWS RIGHT-TURN ONLY
  
 5. PLEASE INCLUDE DAILY VOLUMES IN FIGURE 4
  
 6. DRIVEWAY VOLUMES WILL NEED TO BE REVISITED,
 CONSIDERING THE RIGHT-IN RIGHT-OUT CONFIGURATION
  
 7. THERE IS A MISMATCH WITH THE TPS LETTER REGARDING
 DEVELOPMENT INTENSITY. PLEASE REVISE AND OBTAIN AN
 UPDATED TPS LETTER
  
 8. PROVIDE SIGNAL TIMING SHEETS
  
  
 SITE PLAN
 9. DRIVEWAY ON 25TH ST TOO WIDE AND TOO CLOSE TO THE
 INTERSECTION
 A. REDUCE THE WIDTH AND TURNING RADIUS OR PROVIDE A
 JUSTIFICATION
  
 10. LEFT TURN MOVEMENT FROM 25TH EASTBOUND TO DRIVEWAY
 SHALL BE FORBIDDEN
 A. 180-FOOT MEDIAN ISLAND IS REQUIRED. AUTOTURN
 ANALYSIS SHOULD BE PROVIDED FOR THIS MEDIAN DESIGN
  
 11. GARBAGE/TRASHCAN LOCATION
 A. GARBAGE TRUCKS WOULD BLOCK DRIVEWAY WHEN OPERATING
 B. PROVIDE A BYPASS LANE
  
 12. AUTOTURN
 A. FOR GARBAGE TRUCKS AND SERVICE VEHICLES
 B. LOADING ZONE DIMENSION AND MANEUVERABILITY
  
 13. PROVIDE A 10-FOOT MULTIUSE PATH ON 25TH ST ALONG
 SITE FRONTAGE AS 25TH ST IS A DESIGNATED BIKE ROUTE PER
 BICYCLE MASTER PLAN
  
 14. PROVIDE A 12-FOOT TRAIL ALONG THE CANAL PER THE
 BICYCLE MASTERPLAN
  
 15. CLARIFY THE UTILITY CONNECTION LOCATIONS
  
 16. MILL AND RESURFACE 25TH ST ALONG SITE FRONTAGE
  
 17. THE PROPOSED IRRIGATION IS WITHIN THE CITY'S
 RIGHT-OF-WAY AND MAINTENANCE AGREEMENT WITH THE CITY IS
 REQUIRED
  
 18. PROVIDE SITE PHOTOMETRIC ANALYSIS
  
  
 VALERIO ORICCHIO
 [email protected]
 561-494-1092
  
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