Plan Review Details - Project Z22120020
Plan Review Stops For Project Z22120020
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 01-11-2023 Cont ID  
Sent By rbrown Date 01-11-2023 Time 19:46 Rev Time 0.00
Received By tward Date 04-21-2023 Time 09:45 Sent To  
Notes
2023-01-11 19:47:38NO COMMENTS ON THE CLASS A SPECIAL USE PERMIT
 APPLICATION FOR THE PROPOSED DOCK.
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status P Date 03-30-2023 Cont ID  
Sent By rrossano Date 03-30-2023 Time   Rev Time 0.00
Received By rrossano Date 03-30-2025 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 02-24-2023 Cont ID  
Sent By rrossano Date 02-24-2023 Time   Rev Time 0.00
Received By rrossano Date 02-24-2023 Time   Sent To  
Notes
2023-02-24 10:00:07Z22120020 ??? 1525 N FLAGLER DOCK, RESUBMITTAL
  
 COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR,
 ENGINEERING SERVICES AT 561-494-1098 [email protected]
 PLEASE PROVIDE CIVIL PLANS SHOWING WATER CONNECTIONS,
 INCLUDING POTABLE. 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 (IF ANY)
 AND PER FAC 64-E.008 FOR WATER.
  
 PLEASE OBTAIN AND PROVIDE A COPY OF APPROVED FDEP ERP
 SELF-CERTIFICATION FORM AS CONDITION OF APPROVAL. HTTPS
 ://FLORIDADEP.GOV/WATER/SUBMERGED-LANDS-ENVIRONMENTAL-R
 ESOURCES-COORDINATION/CONTENT/ERP-E-PERMITTING
  
 BACKFLOW ASSEMBLY AND METERS:
 O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER
 SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING
 TO THEM.
 O SHOW EXISTING AND PROPOSED DEDICATED UTILITY
 EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO
 STRUCTURES WITHIN EASEMENT.
 O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW
 PREVENTION.
 O BACKFLOWS SHALL BE INSTALLED ON PRIVATE PROPERTY
 OUTSIDE OF EASEMENTS AND RIGHTS OF WAY. DOMESTIC WATER
 METERS SHALL BE INSTALLED IMMEDIATELY ADJACENT TO
 PROPERTY LINE. 3 INCH AND LARGER WATER METERS SHALL BE
 INSTALLED ABOVE-GROUND ONLY.
 O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE
 NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA.
  
 FORMAL ENGINEERING SUBMITTAL:
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF
 WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 O FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING
 APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT
 SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING
 SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED
 LEAD-FREE DESIGN.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
  
 [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 12-28-2022 Cont ID  
Sent By rrossano Date 12-28-2022 Time   Rev Time  
Received By rrossano Date 12-28-2022 Time   Sent To  
Notes
2022-12-28 09:36:43Z22120020 ??? 1525 N FLAGLER DOCK, 1ST SUBMITTAL
  
 COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR,
 ENGINEERING SERVICES AT 561-494-1098 [email protected]
 PLEASE PROVIDE CIVIL PLANS SHOWING WATER AND SEWER(IF
 ANY) CONNECTIONS. 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.
  
 PLEASE OBTAIN AND PROVIDE A COPY OF APPROVED FDEP ERP
 SELF-CERTIFICATION FORM. HTTPS://FLORIDADEP.GOV/WATER/S
 UBMERGED-LANDS-ENVIRONMENTAL-RESOURCES-COORDINATION/CON
 TENT/ERP-E-PERMITTING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 01-04-2023 Cont ID  
Sent By pleduc Date 01-04-2023 Time   Rev Time 0.00
Received By pleduc Date 01-04-2023 Time 14:37 Sent To  
Notes
2023-01-04 14:38:25FIRE HAS NO OBJECTIONS TO THE PROPOSED AND APPROVES.
  
 FIRE'S APPROVAL OF THIS SUBMITTED PROJECT MAY NOT
 CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 1) SUBMITTED PLANS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 303
 1.1.1 THIS STANDARD ALSO APPLIES TO SUPPORT FACILITIES
 AND STRUCTURES USED FOR CONSTRUCTION, REPAIR, STORAGE,
 HAULING AND
 LAUNCHING, OR FUELING OF VESSELS IF FIRE ON A PIER
 WOULD POSE AN IMMEDIATE THREAT TO THESE FACILITIES, OR
 IF A FIRE AT A REFERENCED
 FACILITY WOULD POSE AN IMMEDIATE THREAT TO A DOCKING
 FACILITY.
 1.1.2 THIS STANDARD APPLIES TO MARINAS AND FACILITIES
 SERVICING
 SMALL RECREATIONAL AND COMMERCIAL CRAFT, YACHTS, AND
 OTHER
 CRAFT OF NOT MORE THAN 300 GROSS TONS.
 PLEASE ENSURE COMPLIANCE
  
  
 2) THE FIRE DEPARTMENT SHALL BE PROVIDED WITH ACCESS TO
 THE PROPOSED.
  
 PER NFPA 303
 4.2.2 FIRE DEPARTMENT ACCESS.
 4.2.2.1 THE FIRE DEPARTMENT SHALL HAVE ACCESS TO
 FENCED, GATED, OR LOCKED GROUNDS OR PIERS.
 4.2.2.2 APPROPRIATE MEANS OF ACCESS SUCH AS KEYS,
 CARDKEYS, OR COMBINATIONS SHALL BE
 PROVIDED TO THE FIRE DEPARTMENT OR SHALL BE PERMITTED
 TO BE SECURED IN A LOCK BOX ON THE
 PREMISES ACCESSIBLE TO THE FIRE DEPARTMENT
 PLEASE ENSURE COMPLIANCE
  
  
 3) FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA
 6.2 PORTABLE FIRE EXTINGUISHERS.
 6.2.1 PLACEMENT.
 6.2.1.1 PLACEMENT OF PORTABLE FIRE EXTINGUISHERS SHALL
 BE IN ACCORDANCE WITH CHAPTER 5 OF
 NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS,
 UNLESS OTHERWISE PERMITTED BY 6.2.1.1.1, 6.2.1.1.2,
 OR 6.2.1.1.3
 6.2.1.1.1 PLACEMENT OF PORTABLE FIRE EXTINGUISHERS ON
 PIERS
 AND ALONG BULKHEADS WHERE VESSELS ARE MOORED OR ARE
 PERMIT TED TO BE MOORED SHALL MEET THE FOLLOWING
 CRITERIA:
 (1) EXTINGUISHERS LISTED FOR CLASS A, CLASS B, AND
 CLASS C FIRES
 SHALL BE INSTALLED AT THE PIER/LAND INTERSECTION ON A
 PIER
 THAT EXCEEDS 25 FT (7.62 M) IN LENGTH.
 (2) ADDITIONAL FIRE EXTINGUISHERS SHALL BE PLACED SUCH
 THAT THE
 MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER DOES NOT
 EXCEED 75 FT (22.86 M)
 PLEASE ENSURE COMPLIANCE
  
  
 4) A STANDPIPE SYSTEM IS REQUIRED PER NFPA 303
 6.4* FIRE STANDPIPE SYSTEMS.
 6.4.1 CLASS I STANDPIPE SYSTEMS SHALL BE PROVIDED FOR
 PIERS, BULKHEADS, AND BUILDINGS WHERE THE HOSE LAY
 DISTANCE FROM THE
 FIRE APPARATUS EXCEEDS 150 FT (45 M).
  
  
 5) A FIRE HYDRANT COULD NOT BE IDENTIFIED AND IF
 APPLICABLE SHALL BE REQUIRED.
 A HYDRANT WOULD BE REQUIRED FOR THE FDC STANDPIPE
 SYSTEM AND BE WITHIN 100' OF EACH OTHER PER NFPA 14
 6.6 HYDRANTS AND WATER SUPPLIES. HYDRANTS AND WATER
 SUPPLIES
 FOR FIRE PROTECTION IN MARINAS AND BOATYARDS SHALL BE
 PROVIDED IN
 ACCORDANCE WITH NFPA 13, STANDARD FOR THE INSTALLATION
 OF SPRINKLER
 SYSTEMS; NFPA 14, STANDARD FOR THE INSTALLATION OF
 STANDPIPE AND HOSE
 SYSTEMS; AND NFPA 24, STANDARD FOR THE INSTALLATION OF
 PRIVATE FIRE
 SERVICE MAINS AND THEIR APPURTENANCES
  
  
 6) ANY ELECTRICAL WORK OR ELECTRICAL SERVICE SHALL
 COMPLY WITH THE REQUIREMENT OF NFPA 70 AND NFPA 303
 5.1 NATIONAL ELECTRICAL CODE. THE REQUIREMENTS SET
 FORTH HEREIN SUPPLEMENT AND RELATE THE REQUIREMENTS OF
 NFPA 70,
 NATIONAL ELECTRICAL CODE, TO THE SPECIFIC CONDITIONS
 AND COMBINATIONS OF CONDITIONS FOUND IN MARINAS AND
 BOATYARDS AND SHALL
 BE FOLLOWED IN ADDITION TO ANY REQUIREMENTS FOUND IN
 NFPA 70, INCLUDING, BUT NOT LIMITED TO, ARTICLE 555.
 5.2 LISTED OR LABELED. ALL ELECTRICAL MATERIALS,
 DEVICES, APPLIANCES, FITTINGS, AND OTHER EQUIPMENT
 SHALL BE LISTED OR LABELED
 BY A QUALIFIED TESTING AGENCY AND SHALL BE INSTALLED
 AND CONNECTED IN ACCORDANCE WITH LISTING REQUIREMENTS
 AND/OR MANUFACTURERS INSTRUCTIONS.
 5.3 ELECTRICAL DATUM PLANE.
 5.3.1 A BENCH MARK INDICATING THE ELECTRICAL DATUM
 PLANE (SEE3.3.7) OF THE LAND AREA SHALL BE PERMANENTLY
 LOCATED ON SHORE
 IN THE MARINA OR BOATYARD.
 5.3.2 ELECTRICAL SERVICES SHALL BE DISCONNECTED FROM
 THE POWER SOURCE WHEN THE WATER LEVEL REACHES THE BENCH
 MARK FOR THE
 ELECTRICAL DATUM PLANE.
 5.3.3 ALL ELECTRICAL CONNECTIONS SHALL BE LOCATED AT
 LEAST 12 IN. (305 MM) ABOVE THE DECK OF A FLOATING
 PIER.
 5.3.4 ALL ELECTRICAL CONNECTIONS SHALL BE LOCATED AT
 LEAST 12 IN. (305 MM) ABOVE THE DECK OF A FIXED PIER
 BUT NOT BELOW THE
 ELECTRICAL DATUM PLANE. (SEE 5.12.1 FOR RECEPTACLE
 LOCATIONS.)
 5.9 ELECTRICAL INSTALLATION.
 5.9.1 WIRING ELECTRICAL EQUIPMENT AND MATERIALS
 INSTALLED ON PIERS, WHARVES, DOCKS, OR SIMILAR
 LOCATIONS, AND WIRING METHODS
 SHALL SPECIFICALLY CONFORM TO THE REQUIREMENTS OF
 ARTICLE 555 AND ANY OTHER APPLICABLE REQUIREMENTS OF
 NFPA 70, NATIONAL
 ELECTRICAL CODE.
  
  
 7) FIRE SHALL REVIEW ALL SUBMITTED PROJECT PLANS AT THE
 APPLICABLE TIME AND IN ACCORDANCE WITH THE REQUIREMENTS
 OF ALL APPLICABLE FIRE CODES AND STANDARDS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 1 Status P Date 01-10-2023 Cont ID  
Sent By rcaranci Date 01-10-2023 Time 14:04 Rev Time 0.00
Received By rcaranci Date 01-10-2023 Time 14:04 Sent To  
Notes
2023-01-10 14:05:19NO COMMENTS AT THIS TIME.
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 PU PUBLIC UTILITIES
Rev No 3 Status P Date 04-17-2023 Cont ID  
Sent By relizond Date 04-17-2023 Time 09:51 Rev Time 0.00
Received By relizond Date 04-17-2023 Time 09:51 Sent To  
Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 2 Status F Date 03-09-2023 Cont ID  
Sent By relizond Date 03-09-2023 Time 15:54 Rev Time 0.00
Received By relizond Date 03-09-2023 Time 15:34 Sent To  
Notes
2023-03-09 15:53:57-PLEASE PROVIDE A PROFILE OF THE PROPOSED 6" WATER MAIN
 -SHOW ALL DRY UTILITIES WITHIN THE SCOPE OF WORK
 -ANCHOR TEES ARE A REQUIREMENT FOR FIRE HYDRANT
 INSTALLATION PER CITY STANDARDS, PLEASE INCORPORATE
 THIS INTO YOUR DESIGN
 -DENOTE THE POINT OF SERVICE FOR THE PROPOSED FIRE LINE
  
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 01-09-2023 Cont ID  
Sent By relizond Date 01-09-2023 Time 09:23 Rev Time 0.00
Received By relizond Date   Time   Sent To  
Notes
2023-01-09 09:23:10-WHERE WILL WATER FOR HOSE BIB BE SOURCED FROM? PLEASE
 ELABORATE ON SERVICE FOR WATER WITH EXISTING CONDITIONS
 OR A TAP MADE ON EXISTING PIPE RUNNING ON FLAGLER.
  
 RICKY ELIZONDO
 [email protected]
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 3 Status P Date 04-11-2023 Cont ID  
Sent By mhurley Date 04-11-2023 Time 15:52 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-04-11 15:52:08FIRELINE BACKFLOW ASSEMBLY MUST BE RPDA TYPE INSTEAD OF
 DCDA TYPE. UPDATE CIVIL PLAN AT ENGINEERING DEVELOPMENT
 SUBMITTAL.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 2 Status F Date 02-24-2023 Cont ID  
Sent By mhurley Date 02-24-2023 Time 11:37 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-02-24 11:38:24PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -FIRE HYDRANT, FIRELINE BACKFLOW ASSEMBLY, AND FDC ARE
 PROPOSED TO BE LOCATED IN 12 FOOT BICYCLE PATH
 EASEMENT. PLEASE VERIFY THAT IS ACCEPTABLE AND WILL NOT
 CONFLICT WITH ANY EASEMENT STIPULATIONS.
 -FIRE HYDRANT AND SOME PORTIONS OF FIRELINE ARE IN THE
 20 FOOT EASEMENT. PLEASE PROVIDE MORE INFORMATION ABOUT
 THE EASEMENT INCLUDING WHAT TYPE IT IS AND WHAT IT IS
 USED FOR. ALSO VERIFY THE FIRE COMPONENTS DO NOT
 CONFLICT WITH ANY EASEMENT STIPULATIONS.
 -AT ENGINEERING DEVELOPMENT SUBMITTAL: ADDITIONAL
 EASEMENTS MAY BE REQUIRED; ENGINEERING PLAN DESIGN MAY
 NEED REVISION.
 -FIRELINE BACKFLOW ASSEMBLY NEEDS TO BE RPDA TYPE,
 LEAD-FREE, AND USC APPROVED. ENSURE FIRE PLAN DESIGNERS
 ARE AWARE OF THE REQUIREMENTS.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 01-06-2023 Cont ID  
Sent By mhurley Date 01-06-2023 Time 11:16 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-01-06 11:15:52PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -SHEET S3 TALKS ABOUT WATER AND HOSE BIBS NEAR THE
 PEDESTALS. WHERE WILL WATER COME FROM?
 -WILL ANY NEW METERED WATER SERVICES BE NEEDED?
 -IS A FIRELINE WATER SERVICE NEEDED OR REQUIRED? IF NOT
 SURE YOU CAN CONTACT CHIEF LEDUC - [email protected]
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 03-23-2023 Cont ID  
Sent By   Date 03-23-2023 Time   Rev Time 0.00
Received By   Date 03-23-2023 Time   Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 01-09-2023 Cont ID  
Sent By   Date 01-09-2023 Time   Rev Time  
Received By   Date 01-09-2023 Time   Sent To  
Notes
2023-01-09 11:37:191- PLEASE PROVIDE 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. (LINK TO THE LATEST REVISION OF THE
 GC-7 DOCUMENT: HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDO
 CUMENT/3690/637629060422100000)
 2- IN CASE OF PROPOSING ADDITION OF ANY NEW CAN(S) IN
 THE CITY`S RIGHT-OF-WAY , THE LOCATION AND QUANTITY OF
 THE CAN(S) SHALL BE REVIEWED AND APPROVED BY PUBLIC
 WORKS DEPARTMENT AND THE CAN(S) SHALL BE TYPE, SIZE AND
 COLOR APPROVED BY PUBLIC WORKS DEPARTMENT. THE BUILDING
 MAINTENANCE IS RESPONSIBLE TO MAINTAIN AND SERVICE THE
 CAN(S).
 3- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
 CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
 STATUES [553.5041 F.S.].
 4- ALL STRIPING AND SIGNAGE SHALL COMPLY WITH THE
 LATEST CITY OF WEST PALM BEACH STANDARD DETAILS AND
 MEET THE M.U.T.C.D. LATEST EDITION.
 5- ALL PAVEMENT MARKING , SIGNING AND SIDEWALK DAMAGED
 DURING CONSTRUCTION SHALL BE RESTORED.
  
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 3 Status P Date 04-21-2023 Cont ID  
Sent By tward Date 04-21-2023 Time 09:42 Rev Time 0.00
Received By tward Date 04-21-2023 Time 09:45 Sent To  
Notes
2023-04-21 09:44:50CONDITION OF SITE PLAN APPROVAL:
 PLANS FOR THE PROPOSED FIRELINE WITHIN THE RIGHT OF WAY
 AND CROSSING THE SEAWALL WILL HAVE TO BE APPROVED BY
 AND RECEIVE A PERMIT FROM THE ENGINEERING SERVICES
 DEPARTMENT,
Review Stop STORM STORMWATER
Rev No 2 Status F Date 03-10-2023 Cont ID  
Sent By tward Date 03-10-2023 Time 08:59 Rev Time 0.00
Received By tward Date 03-10-2023 Time 09:07 Sent To  
Notes
2023-03-10 09:07:14THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 2-23-2023 SUBMTITAL:
  
 1.[NOT SATISFIED] TWO SCALES LISTED ON SHEET S-2. THE
 SCALE BAR BY THE NORTH ARROW ON THE LEFT BOTTOM SIDE OF
 THE PAGE LISTS THE SCALE AS 1 INCH EQUALS 50 FEET. THE
 SCALE BY THE NORTH ARROW ON THE BOTTOM RIGHT OF THE
 PAGE LISTS THE SCALE AS 1 INCH EQUALS 100 FEET.
  
 2. [NOT SATISFIED] ADVISE IF A FDEP PERMIT WILL BE
 NEEDED. THE SUBMITTED PERMIT EXPIRED 10/12/2013 AND WAS
 FOR A DIFFERENT DOCK LAYOUT. PRIOR TO CONSTRUCTION
 PROVIDE A VALID FDEP PERMIT FOR WORK WITHIN WATERS OF
 THE STATE.
  
 3. [NOT SATISFIED] SHOW ON SHEETS S-2 AND S-3 THE
 18-INCH RCP DRAINAGE PIPE FROM THE INLET IN N. FLAGLER
 DRIVE TO THE SEAWALL. THE PIPE IS SHOWN ON THE SURVEY.
  
 4. [NOT SATISFIED] SHOW ON SHEET S-3 THE 5 FT STORM
 DRAINAGE EASEMENT SHOWN ON THE SURVEY.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 01-12-2023 Cont ID  
Sent By tward Date 01-12-2023 Time 09:35 Rev Time 0.00
Received By tward Date 01-12-2023 Time 09:36 Sent To  
Notes
2023-01-12 09:36:31THIS 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. TWO SCALES LISTED ON SHEET S-2.
  
 2. ADVISE IF A FDEP PERMIT WILL BE NEEDED. THE
 SUBMITTED PERMIT EXPIRED 10/12/2013 AND WAS FOR A
 DIFFERENT DOCK LAYOUT.
  
 3. SHOW ON SHEETS S-2 AND S-3 THE 18??? RCP DRAINAGE
 PIPE FROM THE INLET IN N. FLAGLER DRIVE TO THE SEAWALL.
 THE PIPE IS SHOWN ON THE SURVEY.
  
 4. SHOW ON SHEET S-3 THE 5??? STORM DRAINAGE EASEMENT
 SHOWN ON THE SURVEY.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 03-24-2023 Cont ID  
Sent By vnoel Date 03-24-2023 Time 07:08 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 01-12-2023 Cont ID  
Sent By vnoel Date 01-12-2023 Time 12:02 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2023-01-12 12:14:591. NEED TO KNOW HOW REMOVEABLE STEPS IN SIDEWALK WILL
 BE OPERATED.
 2. ANY PROPOSED WATER/ELECTRIC SERVICES CROSSING
 FLAGLER WILL REQUIRE A PRIVATE UNDERGROUND UTILITY
 EASEMENT.
 3. PLANNING WILL REQUIRE EXECUTION OF A DOCK COVENENT.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status P Date 04-11-2023 Cont ID  
Sent By   Date 04-11-2023 Time   Rev Time 0.00
Received By   Date 04-11-2023 Time   Sent To  
Notes
2023-04-11 12:37:27TRAFFIC COMMENTS
 1) SATISFIED. PROVIDE A MORE DETAILED DESIGN OF THE
 SIDEWALK AND DOCK INTERFACE AREA. SHOWCASE AND PROPERLY
 DIMENSION THE SIDEWALK AND ROADWAY AREAS IMPACTED BY
 THE PROPOSED DEVELOPMENT
 2) SATISFIED. IF A MOVABLE/TEMPORARY RAMP IS PROPOSED,
 INCLUDE SUCH FEATURE IN THE SITE PLAN, AND PROVIDE A
 MEMO SHOWCASING TECHNICAL DETAILS AND EXPLAINING ITS
 OPERATIONS
 3) DISMISSED BY CITY ADMINISTRATION. PROVIDE A
 CROSSWALK ACROSS FLAGLER DR INCLUSIVE OF A MEDIAN
 SAFETY ISLAND AND PEDESTRIAN FLASHER SIGNS. PLEASE
 REFER TO THE CROSSWALK SYSTEM INSTALLED FURTHER NORTH
 BY THE S LAKESIDE CT INTERSECTION
 4) SATISFIED. RESTRIPE THE CROSSWALK AND PAVEMENT
 MARKINGS ACROSS L.A. KIRKSEY ST
 5) SATISFIED. VERIFY THAT SIDEWALK RAMPS AND DOCK
 ACCESS ARE ADA COMPLIANT
 6) SATISFIED. SIGNAGE AND PAVEMENT MARKINGS REQUIREMENT
 DISMISSED BY CITY ADMINISTRATION. INSTALL A
 HIGH-VISIBILITY PEDESTRIAN CROSSWALK ACROSS FLAGLER.
 PROVIDE DETAILS OF THE CROSSWALK RAMPS AND ADA
 COMPLIANCE REFERENCE(S). A SCHEME 2 - CROSSWALK WITH
 STOP SIGNING SHOULD BE IMPLEMENTED ACCORDING TO FDOT
 INDEX 17346 SHEET NO. 10. THUS, PLEASE SHOWCASE
 CORRESPONDING SIGNAGE AND PAVEMENT MARKINGS IN THE SITE
 PLAN
 7) DISMISSED BY CITY ADMINISTRATION. PROVIDE DETAILS
 AND SHOWCASE ON THE SITE PLAN THE CROSSWALK ACROSS 15TH
 ST, AS WELL AS THE CORRESPONDING RAMPS, WHICH SHOULD BE
 ADA COMPLIANT
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date 03-30-2023 Cont ID  
Sent By   Date 03-30-2023 Time   Rev Time 0.00
Received By   Date 03-30-2023 Time   Sent To  
Notes
2023-03-30 13:18:48 
 1) SATISFIED. PROVIDE A MORE DETAILED DESIGN OF THE
 SIDEWALK AND DOCK INTERFACE AREA. SHOWCASE AND PROPERLY
 DIMENSION THE SIDEWALK AND ROADWAY AREAS IMPACTED BY
 THE PROPOSED DEVELOPMENT
 2) SATISFIED. IF A MOVABLE/TEMPORARY RAMP IS PROPOSED,
 INCLUDE SUCH FEATURE IN THE SITE PLAN, AND PROVIDE A
 MEMO SHOWCASING TECHNICAL DETAILS AND EXPLAINING ITS
 OPERATIONS
 3) DISMISSED. PROVIDE A CROSSWALK ACROSS FLAGLER DR
 INCLUSIVE OF A MEDIAN SAFETY ISLAND AND PEDESTRIAN
 FLASHER SIGNS. PLEASE REFER TO THE CROSSWALK SYSTEM
 INSTALLED FURTHER NORTH BY THE S LAKESIDE CT
 INTERSECTION
 4) SATISFIED. RESTRIPE THE CROSSWALK AND PAVEMENT
 MARKINGS ACROSS L.A. KIRKSEY ST
 5) SATISFIED. VERIFY THAT SIDEWALK RAMPS AND DOCK
 ACCESS ARE ADA COMPLIANT
 6) PARTIALLY SATISFIED. INSTALL A HIGH-VISIBILITY
 PEDESTRIAN CROSSWALK ACROSS FLAGLER. PROVIDE DETAILS OF
 THE CROSSWALK RAMPS AND ADA COMPLIANCE REFERENCE(S). A
 SCHEME 2 - CROSSWALK WITH STOP SIGNING SHOULD BE
 IMPLEMENTED ACCORDING TO FDOT INDEX 17346 SHEET NO. 10.
 THUS, PLEASE SHOWCASE CORRESPONDING SIGNAGE AND
 PAVEMENT MARKINGS IN THE SITE PLAN
 7) PROVIDE DETAILS AND SHOWCASE ON THE SITE PLAN THE
 CROSSWALK ACROSS 15TH ST, AS WELL AS THE CORRESPONDING
 RAMPS, WHICH SHOULD BE ADA COMPLIANT
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 03-15-2023 Cont ID  
Sent By   Date 03-15-2023 Time   Rev Time 0.00
Received By   Date 03-15-2023 Time   Sent To  
Notes
2023-03-15 09:22:081) SATISFIED. PROVIDE A MORE DETAILED DESIGN OF THE
 SIDEWALK AND DOCK INTERFACE AREA. SHOWCASE AND PROPERLY
 DIMENSION THE SIDEWALK AND ROADWAY AREAS IMPACTED BY
 THE PROPOSED DEVELOPMENT
 2) SATISFIED. IF A MOVABLE/TEMPORARY RAMP IS PROPOSED,
 INCLUDE SUCH FEATURE IN THE SITE PLAN, AND PROVIDE A
 MEMO SHOWCASING TECHNICAL DETAILS AND EXPLAINING ITS
 OPERATIONS
 3) DISMISSED. PROVIDE A CROSSWALK ACROSS FLAGLER DR
 INCLUSIVE OF A MEDIAN SAFETY ISLAND AND PEDESTRIAN
 FLASHER SIGNS. PLEASE REFER TO THE CROSSWALK SYSTEM
 INSTALLED FURTHER NORTH BY THE S LAKESIDE CT
 INTERSECTION
 4) SATISFIED. RESTRIPE THE CROSSWALK AND PAVEMENT
 MARKINGS ACROSS L.A. KIRKSEY ST
 5) SATISFIED. VERIFY THAT SIDEWALK RAMPS AND DOCK
 ACCESS ARE ADA COMPLIANT
 6) INSTALL A HIGH-VISIBILITY PEDESTRIAN CROSSWALK
 ACROSS FLAGLER
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 01-12-2023 Cont ID  
Sent By   Date 01-12-2023 Time   Rev Time  
Received By   Date 01-12-2023 Time   Sent To  
Notes
2023-01-12 14:14:011) PROVIDE A MORE DETAILED DESIGN OF THE SIDEWALK AND
 DOCK INTERFACE AREA. SHOWCASE AND PROPERLY DIMENSION
 THE SIDEWALK AND ROADWAY AREAS IMPACTED BY THE PROPOSED
 DEVELOPMENT
 2) IF A MOVABLE/TEMPORARY RAMP IS PROPOSED, INCLUDE
 SUCH FEATURE IN THE SITE PLAN, AND PROVIDE A MEMO
 SHOWCASING TECHNICAL DETAILS AND EXPLAINING ITS
 OPERATIONS
 3) PROVIDE A CROSSWALK ACROSS FLAGLER DR INCLUSIVE OF A
 MEDIAN SAFETY ISLAND AND PEDESTRIAN FLASHER SIGNS.
 PLEASE REFER TO THE CROSSWALK SYSTEM INSTALLED FURTHER
 NORTH BY THE S LAKESIDE CT INTERSECTION
 4) RESTRIPE THE CROSSWALK AND PAVEMENT MARKINGS ACROSS
 L.A. KIRKSEY ST
 5) VERIFY THAT SIDEWALK RAMPS AND DOCK ACCESS ARE ADA
 COMPLIANT
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 3 Status P Date 04-18-2023 Cont ID  
Sent By asangele Date 04-18-2023 Time 09:20 Rev Time 0.00
Received By asangele Date 04-18-2023 Time 09:20 Sent To  
Notes
2023-04-18 09:23:28APPROVAL WITH CONDITION
 4/18/2023
  
  
 A DOCK COVENANT AND A HOLD HARMLESS AGREEMENT IS
 PROVIDED.
  
 THIS IS REQUIRED S FOR ANY DOCK ADJACENT TO A SEAWALL
 OWNED BY THE CITY. THE CONVANT SHALL BE EXECUTED PRIOR
 TO THE ISSUANCE OF ANY PERMIT (S) RELATED TO THE
 CONSTRUCTION OF THE DOCK.
  
  
  
  
 ALEXIS SANGELEER
 PLANNER
 [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date 03-08-2023 Cont ID  
Sent By asangele Date 03-08-2023 Time   Rev Time 0.00
Received By asangele Date 03-08-2023 Time   Sent To  
Notes
2023-03-08 10:15:263/8/2023
  
  
 GENERAL COMMENTS;
  
 OUTREACH WITH THE NEIGHBORS IS HIGHLY ENCOURAGED TO
 ADDRESS ANY QUESTIONS/CONCERNS WITH THE NEIGHBORS PROIR
 TO THE HEARING STAGE.
  
 A DOCK COVENANT AND A HOLD HARMLESS AGREEMENT SHALL BE
 REQUIRED FOR ANY DOCK ADJACENT TO A SEAWALL OWNED BY
 THE CITY. THE CONVANT SHALL BE EXECUTED PRIOR TO THE
 ISSUANCE OF ANY PERMIT (S) RELATED TO THE CONSTRUCTION
 OF THE DOCK.
  
 ARMY CORPS OF ENGINEERS PERMIT IS VALID UNTIL MARCH
 27,2023 PLEASE EITHER PROVIDE A NEW PERMIT OR THAT THE
 EXTENTION LETTER STATING THAT THE PERMIT IS INDEED
 STILL VALID PASSED THE EXPIRATION DATE.
  
 INSTRUCTIONS FOR RESUMITTAL:
  
 PLEASE PROVIDE RESPONSES TOREVIEW COMMENTS IN WRITTEN
 FORMAT.
  
 WHEN RESUBMITTING PLEASE PROVIDE A MINIMUM OF THREE (3)
 PAPER COPIES, AND ONE REDUCED COPY OF THE PLANS IN 11
 INCHES X 17 INCHES, AND AN ELECTRONIC COPY OF ALL PLANS
 AND DOCUMENTS.
  
 PLEASE NOTE THAT CHANGES ON THE RESUBMITTED PLANS MAY
 RESULT IN ADDITIONAL COMMENTS.
  
 PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL; AT NO ADDITIONAL COST. IF PREVIOSLY-
 ISSUED COMMENTS CONTINUE TO NOT BE SUFFICENTLY
 ADDRESSED, TH E APPLICANT WILL BE ASSESSED A
 RESUBMITTAL FEE. SUCH FEE WILL BE 20 PERCENT OF THE
 ORGINAL APPLICATION FEE.
  
 CONTACT ALEXIS SANGELEER @ (561) 822 - 1443 IF THERE
 ARE ANY QUESTIONS.
  
  
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 01-10-2023 Cont ID  
Sent By llouie Date 01-10-2023 Time   Rev Time  
Received By llouie Date 01-10-2023 Time   Sent To  
Notes
2023-01-10 12:54:04GENERAL COMMENTS:
  
 1.) HAS THERE BEEN ANY OUTREACH TO INFORM THE NEIGHBORS
 OF THE APPLICATION? OUTREACH WITH THE NEIGHBORS IS
 HIGHLY ENCOURAGED TO ADDRESS ANY QUESTIONS/CONCERNS
 WITH THE NEIGHBORS PRIOR TO THE HEARING STAGE.
  
 2.) AN ORIGINAL SIGNED AND SEALED SURVEY IS REQUIRED
 FOR THE FILE. ONLY COPIES (NOT SEALED) WERE PROVIDED IN
 THE APPLICATION SUBMITTAL.
  
 3.) IN THE SITE PLAN FOR THE PROPOSED DOCK STRUCTURE,
 SHOW PROJECTING LINES (AS EXTENDED INTO THE WATERWAY)
 DEPICTING THE LOT DIVIDED INTO THIRDS TO DEMONSTRATE
 THAT ALL COMPONENTS OF THE PROPOSED DOCK STRUCTURE
 (I.E. DOCK, PLATFORMS, PILINGS/DOLPHINS, ETC.) ARE
 LOCATED WITHIN THE MIDDLE ONE-THIRD OF THE LOT. [ZLDR
 S.94-313(A)(3)(H)]
  
 4.) IT IS NOTED IN THE PLANS THAT THERE WILL BE A "TWO
 STEP REMOVABLE STAIR." PLEASE PROVIDE MORE INFORMATION
 TO HOW THIS WILL FUNCTION (STRUCTURES CANNOT BE LEFT
 WITHIN THE RIGHT-OF-WAY).
  
 5.) A DOCK COVENANT AND A HOLD HARMLESS AGREEMENT SHALL
 BE REQUIRED FOR ANY DOCK ADJACENT TO A SEAWALL OWNED BY
 THE CITY. THE COVENANT SHALL BE EXECUTED PRIOR TO THE
 ISSUANCE OF ANY PERMIT(S) RELATED TO THE CONSTRUCTION
 OF THE DOCK.
  
 6.) THE APPLICANT'S RESPONSE TO THE WAIVER STANDARDS
 [ZLDR S.94-273(A)(2)] APPEAR TO BE MISSING FROM THE
 APPLICATION SUBMISSION PACKET.
  
 7.) THE JUSTIFICATION STATEMENT PROVIDES THAT THE
 PROPOSED DOCK IS 40% SHORTER THAN THE DOCK FOR THE PALM
 BEACH YACHT CLUB. PLEASE EXPLAIN, AS THE PROPOSED DOCK
 (INCLUDING ALL COMPONENTS, SUCH AS PILINGS, ETC.)
 APPEAR TO BE GREATER IN LENGTH THAN THE DOCK REFERENCED
 IN THE JUSTIFICATION.
  
 8.) PLEASE HAVE THE MARINE ENGINEER PROVIDE MORE
 INFORMATION/ANALYSIS ON THE LENGTH OF THE PROPOSED DOCK
 AND THE SAFE NAVIGATION OF VESSELS IN THE GENERAL AREA.
  
 9.) THE ANALYSIS PROVIDED BY OCEAN CONSULTING, LLC MAKE
 REFERENCES TO OTHER DOCKS IN THE AREA (REFERENCE PAGE 3
 - REGINAL PRECEDENT AND HISTORICAL PERMITTING). WHERE
 ARE THESE DOCKS LOCATED AND PROVIDE MORE
 INFORMATION/DATA.
  
 10.) EXECUTED ADDRESS LIST AFFIDAVIT MISSING FROM
 APPLICATION PACKET.
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF THREE
 (3) PAPER COPIES, AND ONE REDUCED COPY OF THE PLANS IN
 11 INCHES X 17 INCHES, AND AN ELECTRONIC COPY OF ALL
 PLANS AND DOCUMENTS.
  
 * PLEASE NOTE THAT CHANGES ON THE RESUBMITTED PLANS MAY
 RESULT IN ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT OF THE ORIGINAL APPLICATION FEE.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
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