Plan Review Details - Project Z20100020
Plan Review Stops For Project Z20100020
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 12-09-2020 Cont ID  
Sent By elevesqu Date 12-09-2020 Time 20:30 Rev Time 0.00
Received By rbrown Date 12-09-2020 Time 20:29 Sent To  
Notes
2020-12-09 20:36:52DEVELOPMENT 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. REMODELING 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. 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. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 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.
  
 6. 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 4 Status P 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 11:56:21COMMENTS DATED 7/1/21 MAY BE ADDRESSED DURING FORMAL
 ENGINEERING SUBMITTAL.
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status F 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
2021-07-01 14:38:26THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 -DEMO PLAN WITH CIVILS SHOWS FPL EASEMENT AND SAYS IT
 WILL BE ABANDONED AND NEW EASEMENT PROVIDED BUT SURVEY
 SHOWS NOT EASEMENT. HAS EASEMENT ALREADY BEEN ABANDONED
 AND WHERE WILL THE NEW EASEMENT BE?
  
 -THERE WERE SEVERAL UTILITY POLES THAT HAD CALLOUT
 NOTES SAYING THEY WERE BEING RELOCATED. DO THE PLANS
 SHOW THEIR UPDATED LOCATIONS WITH ALL ACCOUNTED FOR?
  
 -FUTURE DUMPSTER AREA COULD PRESENT CONFLICT WITH
 EXISTING SEWER UTILITY.
  
 -PRIOR ASKED FOR AREA NEAR EXISTING TAMARIND METER BOX
 SO IT COULD POSSIBLY BE RELOCATED OUT OF SIDEWALK IN
 THE FUTURE. PLEASE CALLOUT DIMENSION BETWEEN EXISTING
 SIDEWALK AND PROPOSED WALL/FENCE ON PLANS. 2 FEET WOULD
 BE SUFFICIENT.
  
 -DID NOT SEE UPDATED LANDSCAPE PLAN SUBMITTED.
 RECOMMEND APPLICANT CHECK TO MAKE SURE ANY CHANGES IN
 THIS SUBMITTAL DID NOT CREATE CONFLICT WITH LANDSCAPING
 PLAN.
  
 -IS 5 FOOT SLIDING GATE STILL GOING TO BE NEAR NORTH
 PROPERTY LINE? IF SO PLEASE PROVIDE MORE INFORMATION
 AND LABEL IT ON CIVIL PLANS. ALSO WILL IT BE ABLE TO
 COMPLETELY ENCLOSE THE DRIVEWAY AND PARKING LOT? IF SO,
 HOW DO VEHICLES GET OUT OF THE ALLEY IF THEY PULL IN
 WHEN THE GATE IS CLOSED?
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 03-04-2021 Cont ID  
Sent By rrossano Date 03-04-2021 Time   Rev Time 0.00
Received By rrossano Date 03-04-2021 Time   Sent To  
Notes
2021-03-04 19:26:07 
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 -IS 8INCH GV NUMBER 1 ON UTILITY PLAN EXISTING OR
 PROPOSED? IF PROPOSED, HOW WILL WATER BE SHUT DOWN TO
 INSTALL THE 8INCH GATE VALVE?
  
 -PLEASE LABEL ALL NEW WATER MAIN AND WATER SERVICE
 PIPING WITH MATERIAL TYPE.
  
 -PLEASE LABEL EXISTING 8INCH WATER MAIN WITH PIPE
 MATERIAL TYPE.
  
 -ICON IS MISSING FOR 4INCH GV NUMBER 1.
  
 -PRIVATE FIRELINE AND DOMESTIC BACKFLOW ASSEMBLIES MAY
 NOT BE LOCATED IN THE ROW. MUST BE INSIDE PROPERTY
 LINE.
  
 -PRIVATE FDC MAY NOT BE LOCATED IN THE ROW.
  
 -PLEASE LABEL WIRE PULL BOX ON UTILITY PLAN THAT IS
 LOCATED NEAR THE WATER METER BOX.
  
 -PLEASE VERIFY THERE IS EXSAN PIPE RUNNING IN NORTH
 ALLEY. IF CORRECT, ADD LABEL WITH PIPE SIZE AND IF IT
 IS PRIVATE OR CITY OWNED.
  
 -EXISTING DOMESTIC METER ADJACENT 7TH ST IS 3/4INCH.
  
 -FOR FORMAL ENGINEERING SUBMITTAL, PLEASE LABEL NEW
 WATER SERVICE PIPING FOR DOMESTIC METER WITH PIPE SIZE
 AND MATERIAL TYPE.
  
 COMMENTS FROM SUZANNE BERGLUND, P.E., ENGINEERING
 MANAGER, CITY OF WEST PALM BEACH, 561-494-1075,
 [email protected]
  
 1) ENSURE COORDINATION WITH PROPOSED POTABLE WATER AND
 SANITARY SEWER SERVICES WITH THE TAMARIND AVENUE
 IMPROVEMENTS PROJECT. (I AM JUST LOOKING FOR
 ACKNOWLEDGEMENT HERE AND WANT TO PUT THIS ON RECORD)
 2) PLEASE COORDINATE WITH LT CLIFFORD HAGAN,
 [email protected] ON THE EXISTING POLICE INFRASTRUCTURE
 THAT IS CURRENTLY ON THE PROPERTY. THIS INFRASTRUCTURE
 MUST REMAIN AND OR APPROVAL TO REMOVE OR RELOCATE
 EQUIPMENT MUST BE RECEIVED.
 3) PLEASE COORDINATE WITH PENNI REDFORD,
 [email protected], 561-804-4981, ON THE REMOVAL OR
 RELOCATION OF THE EXISTING SOLAR PANEL EQUIPMENT THAT
 IS CURRENTLY ON THE PROPERTY.
  
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 12-03-2020 Cont ID  
Sent By rrossano Date 12-03-2020 Time   Rev Time  
Received By rrossano Date 12-03-2020 Time   Sent To  
Notes
2020-12-03 08:49:411. 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 AND
 STORMWATER ALONG ENTIRE PROJECT FRONTAGE.
 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. COORDINATE WITH TAMARIND AVE. IMPROVEMENT PROJECT;
 CONTACT SUZANNE BERGLUND PE, CITY OF WPB ENG. MANAGER
 AT [email protected] OF 561-494-1075.
 18. FOR ENGINEERING SUBMITTAL, PROVIDE PROFILE VIEW OF
 PROPOSED UTILITIES.
 19. ALL PROPOSED STRUCTURES AND TREES SHALL MAINTAIN
 MIN. 5 FT. FROM CITY UTILITIES.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 -THE WATER SERVICE STANDARD DETAILS ARE OLD REVISION.
 PLEASE REPLACE WITH NEWEST REVISION.
 -PLEASE ADD PAVEMENT RESTORATION STANDARD DETAIL TO
 CIVIL PLAN SET AND MAKE SURE PAVEMENT RESTORATION AREAS
 COMPLY WITH THE STANDARDS.
 -WATER DEMAND CALCULATIONS ARE NOT ON WATER PLAN C5.1.
 PLEASE ADD TO PLAN.
 -VERIFY THAT THERE WILL BE NO CONFLICT BETWEEN PROPOSED
 TREES AND THE WATER SERVICE. IF CONFLICT FOUND,
 INCREASE DISTANCE AND ADD ROOT BARRIERS.
 -WILL THE BENCHES AND SOLAR CHARGING STATIONS THAT ARE
 CURRENTLY LOCATED NEAR THE SE CORNER OF THE PROPERTY BE
 REMOVED DURING DEMOLITION?
 -EXISTING IRRIGATION BACKFLOW ASSEMBLY DOES NOT APPEAR
 TO BE LEAD-FREE COMPLIANT. RECOMMEND REPLACING WITH NEW
 LEAD-FREE BACKFLOW ASSEMBLY IF WILL BE USING FOR
 DOMESTIC POTABLE USES. IF REPLACED, BACKFLOW ASSEMBLY
 WILL NEED TO BE RELOCATED CLOSER TO WATER METER.
 -EXISTING WATER SERVICE FOR 801 N TAMARIND IS SETUP AS
 AN IRRIGATION ACCOUNT IN THE UTILITY BILLING SYSTEM.
 CUSTOMER WOULD NEED TO UPDATE IT WITH UTILITY BILLING.
 -IF 801 AND 819 TAMARIND WILL REMAIN SEPARATE
 PROPERTIES WITH THE EXISTING PROPERTY LINES, THEN
 SUGGEST NOT HAVING FIRELINE WATER SERVICE FOR 801
 ENCROACH ONTO 819 PROPERTY LINE.
 -ON SHEET C5.1, PLEASE RELOCATE 4IN GV #2 AND DCDA
 EAST, CLOSER TO THE SIDEWALK. GV SHOULD STILL REMAIN
 OUT OF THE SIDEWALK AND HAVE ?POINT OF SERVICE? ADDED
 TO LABEL.
 -DCDA DOES NOT HAVE AN ICON ON THE PLAN AND IS LIKELY
 BIGGER THAN REPRESENTED.
 -FOR FORMAL ENGINEERING SUBMITTAL OF WATER PLAN, LABEL
 THE FIRELINE SERVICE WITH PIPE MATERIAL TYPE AND SIZE.
 ALSO ADD REFERENCED WS SD # TO DCDA LABEL, AND ADD
 SIZES TO THE LABELS FOR THE BACKFLOW ASSEMBLY AND WATER
 METER.
 -EXISTING WATER METER BOX FOR 819 N TAMARIND NEEDS
 UTILITY EASEMENT ADDED. EXTEND THIS UE WEST SUCH THAT
 THE METER BOX CAN BE RELOCATED OUT OF THE SIDEWALK IN
 THE FUTURE. ALSO ADD UE AROUND INCOMING WATER SERVICE
 AND 4IN GV#2.
 -VERIFY THAT DISTANCE BETWEEN FDC AND CLOSEST FIRE
 HYDRANT IS ACCEPTABLE. DISTANCE MAY NEED TO BE
 DECREASED.
 -FUTURE DUMPSTER MAY NOT BE ALLOWED TO RESIDE IN A CITY
 ALLEY INSTEAD OF ON PRIVATE PROPERTY. RECOMMEND GETTING
 CONFIRMATION FOR PLANNING PURPOSES.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 12-02-2020 Cont ID  
Sent By pleduc Date 12-02-2020 Time   Rev Time 0.00
Received By pleduc Date 12-02-2020 Time 14:34 Sent To  
Notes
2020-12-02 14:36:44FIRE HAS NO OBJECTIONS TO THE PROPOSED RELOCATION.
  
 SHOULD BUILDING PERMITS BE SUBMITTED, FIRE MAY PROVIDE
 PLAN REVIEW COMMENTS IF APPLICABLE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 03-23-2021 Cont ID  
Sent By rcaranci Date 03-23-2021 Time 17:12 Rev Time 0.00
Received By rcaranci Date 03-23-2021 Time 17:12 Sent To  
Notes
2021-03-23 17:12:41FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 801AND 819 N TAMARIND Z20100020
 MARCH 23, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
 ? THE RESPONSES TO COMMENTS DROPPED THE NUMBER ON
 COMMENT#2 ON LANDSCAPE COMMENTS, SO THE REST ARE
 MIS-NUMBERED.
  
 1. SATISFIED. ON THE TREE DISPOSITION CHART SHOWING THE
 MANGO TREE TO BE REMOVED, IF THE DIAMETER IS 25 FEET,
 THE MITIGATION DUE WOULD BE 491 SQ FT. STAFF SUGGESTS
 SAVING THE TREE AND WORKING IT INTO THE REVISED SITE
 PLAN WITH THE PARKING AND THE REQUIRED PRIVATE OPEN
 SPACE.
  
  
 2. PARTIALLY SATISFIED. PROVIDE THE LOCATION OF THE 12%
 REQUIRED PRIVATE OPEN SPACE AND IDENTIFY THE TYPE. SHOW
 THE REQUIREMENTS MET FOR THE TYPE OF OPEN SPACE
 INCLUDING VEGETATED AREA AND TREE CANOPY COVERAGE
 REQUIRED.
  
 INTERIOR COURTYARD MUST BE SURROUNDED BY WALLS AND
 CANNOT BE AREAS AROUND THE BUILDING AS SHOWN. OTHER
 CHOICES FOR NWD -5 ARE ROOFTOP GARDEN TERRACE WHICH ARE
 NOT POSSIBLE. STAFF SUGGESTS USING THE AREA ON THE
 NORTH SIDE OF THE BUILDING TO DO EITHER GARDEN OR
 INTERIOR COURTYARD ENCLOSED BY A WALL AND THE BUILDING.
 IT MAY NEED SOME OF THE SPACE DESIGNATED FOR FUTURE
 BUILDING LOCATION. THE AREA CAN BE EXTENDED TOWARD
 TAMARIND TO THE BUILDING SETBACK LINE.
  
 3. SATISFIED. PROVIDE THE REQUIRED TERMINAL LANDSCAPE
 ISLAND WITH 8 FEET LANDSCAPE WIDTH AT THE END OF EACH
 ROW OF PARKING. ALONG THE NORTH BUFFER, THE 5 FEET OF
 REQUIRED LANDSCAPE BUFFER CAN BE A PART OF THE TERMINAL
 ISLAND, BUT THE 8 FEET INSIDE CURB MUST BE PROVIDED.
 THE REQUIRED TREE MUST BE PROVIDED IN ADDITION TO THE
 BUFFER TREE REQUIREMENT.
  
 4. SATISFIED. SECTION 94-443(C)(3) REQUIRES THAT A
 MINIMUM OF 75 PERCENT OF ALL TREES THAT ARE REQUIRED TO
 BE PLANTED WITHIN THE INTERIOR OF AN OFF-STREET PARKING
 AREA SHALL BE CATEGORY 1 SHADE TREES. SHOW THE
 PERCENTAGE OF CATEGORY 1 TREES PROVIDED FOR THE
 REQUIRED LANDSCAPE AREAS AS REQUIRED BY SECTION
 94-443(C)(3) FOR TERMINAL AND INTERIOR ISLANDS. ONLY
 THREE TREES ARE SHOWN, BUT THE CHART INDICATES 4.
  
 5. SATISFIED. BUFFER LENGTHS REQUIRE ONE TREE PER 30
 FEET OR PORTION THEREOF ADJACENT TO PARKING AREAS.
 PROVIDE THE REQUIRED AND PROVIDED BUFFER TREES FOR THE
 NORTH AND WEST BUFFER. TREE SPECIES AND MATURE HEIGHT
 MUST MEET FALL ZONE REQUIREMENTS TO BE LESS THAN THE
 DISTANCE TO THE FIRST TRACKS.
  
 6. SATISFIED. UPDATE THE DESIGN OPTIONS CHART FOR
 FLORIDA FRIENDLY LANDSCAPE REQUIREMENTS PER SECTION
 94-442(G) TO UTILIZE DROUGHT TOLERANT SPECIES FOR
 REMAINDER OF REQUIRED TREES AND SHRUBS RATHER THAN THE
 ADDITIONAL PARKING AREA TREES.
  
 7. SATISFIED. ADD A SECTION IN THE LANDSCAPE DATA CHART
 TO COMPLY 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. PROVIDE
 THE TOTAL PERCENTAGE OF NATIVE AND DROUGHT TOLERANT
 PLANTS BASED ON FINAL PLANT LIST.
  
 8. SATISFIED. SHOW LOCATIONS OF FPL TRANSFORMERS ON THE
 LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING.
 INDICATE THAT THE OVERHEAD WIRES AND POLE IN THE ALLEY
 WILL BE ELIMINATED.
  
 9. PARTIALLY SATISFIED. SHOW LOCATIONS OF ALL PROPOSED
 WATER, SEWER AND DRAINAGE LINES ON THE LANDSCAPE PLAN.
  
 ? LOCATION OF DRAINAGE LINE PREVENTS ANY TREE PLACEMENT
 ON THE SOUTH SIDE OF BUILDING, LOCATION SHOULD BE
 CONSIDERED TO ALLOW ROOM FOR TREES.
  
 10. PARTIALLY SATISFIED. PROVIDE A DETAIL AND LOCATIONS
 OF ROOT BARRIERS TO SEPARATE LANDSCAPING FROM UTILITY
 LINES.
 ? LOCATIONS OF ROOT BARRIERS SHOWN DO NOT ALLOW PROPER
 ROOT SPACE FOR THE SPECIES. ROOT BARRIERS SHOULD BE
 LOCATED CLOSER TO THE LINES ON PRIVATE UTILITIES.
 ? THE LOCATION OF WATER LINES AND ROOT BARRIERS
 ADJACENT TO THE EXISTING MEDJOOL DATE PALM IN THE RIGHT
 OF WAY ARE NOT ACCEPTABLE. MOVE AWAY FROM ROOT SYSTEM
 OF PALM.
  
 11. SATISFIED. PROVIDE SCREENING FOR ALL GROUND MOUNTED
 VALVES AND EQUIPMENT.
  
 12. SATISFIED. SHOW THE LOCATIONS OF ALL SITE LIGHTING
 ON THE LANDSCAPE PLAN AND REDESIGN THE LOCATIONS OF THE
 LIGHTING ON SHORTER POLES TO RESOLVE ANY CONFLICTS WITH
 TREES IN THE PARKING AREA LANDSCAPE ISLANDS.
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 12-08-2020 Cont ID  
Sent By rcaranci Date 12-08-2020 Time 15:46 Rev Time 0.00
Received By rcaranci Date 12-08-2020 Time 15:46 Sent To  
Notes
2020-12-08 15:46:35FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 801AND 819 N TAMARIND Z20100020
 DECEMBER 8, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. ON THE TREE DISPOSITION CHART SHOWING THE MANGO TREE
 TO BE REMOVED, IF THE DIAMETER IS 25 FEET, THE
 MITIGATION DUE WOULD BE 491 SQ FT. STAFF SUGGESTS
 SAVING THE TREE AND WORKING IT INTO THE REVISED SITE
 PLAN WITH THE PARKING AND THE REQUIRED PRIVATE OPEN
 SPACE.
  
  
 2. PROVIDE THE LOCATION OF THE 12% REQUIRED PRIVATE
 OPEN SPACE AND IDENTIFY THE TYPE. SHOW THE REQUIREMENTS
 MET FOR THE TYPE OF OPEN SPACE INCLUDING VEGETATED AREA
 AND TREE CANOPY COVERAGE REQUIRED.
  
 3. PROVIDE THE REQUIRED TERMINAL LANDSCAPE ISLAND WITH
 8 FEET LANDSCAPE WIDTH AT THE END OF EACH ROW OF
 PARKING. ALONG THE NORTH BUFFER, THE 5 FEET OF REQUIRED
 LANDSCAPE BUFFER CAN BE A PART OF THE TERMINAL ISLAND,
 BUT THE 8 FEET INSIDE CURB MUST BE PROVIDED. THE
 REQUIRED TREE MUST BE PROVIDED IN ADDITION TO THE
 BUFFER TREE REQUIREMENT.
  
 4. SECTION 94-443(C)(3) REQUIRES THAT A MINIMUM OF 75
 PERCENT OF ALL TREES THAT ARE REQUIRED TO BE PLANTED
 WITHIN THE INTERIOR OF AN OFF-STREET PARKING AREA SHALL
 BE CATEGORY 1 SHADE TREES. SHOW THE PERCENTAGE OF
 CATEGORY 1 TREES PROVIDED FOR THE REQUIRED LANDSCAPE
 AREAS AS REQUIRED BY SECTION 94-443(C)(3) FOR TERMINAL
 AND INTERIOR ISLANDS. ONLY THREE TREES ARE SHOWN, BUT
 THE CHART INDICATES 4.
  
 5. BUFFER LENGTHS REQUIRE ONE TREE PER 30 FEET OR
 PORTION THEREOF ADJACENT TO PARKING AREAS. PROVIDE THE
 REQUIRED AND PROVIDED BUFFER TREES FOR THE NORTH AND
 WEST BUFFER. TREE SPECIES AND MATURE HEIGHT MUST MEET
 FALL ZONE REQUIREMENTS TO BE LESS THAN THE DISTANCE TO
 THE FIRST TRACKS.
  
 6. UPDATE THE DESIGN OPTIONS CHART FOR FLORIDA FRIENDLY
 LANDSCAPE REQUIREMENTS PER SECTION 94-442(G) TO UTILIZE
 DROUGHT TOLERANT SPECIES FOR REMAINDER OF REQUIRED
 TREES AND SHRUBS RATHER THAN THE ADDITIONAL PARKING
 AREA TREES.
  
 7. ADD A SECTION IN THE LANDSCAPE DATA CHART TO COMPLY
 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. PROVIDE THE TOTAL PERCENTAGE OF
 NATIVE AND DROUGHT TOLERANT PLANTS BASED ON FINAL PLANT
 LIST.
  
 8. SHOW LOCATIONS OF FPL TRANSFORMERS ON THE LANDSCAPE
 PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING. INDICATE
 THAT THE OVERHEAD WIRES AND POLE IN THE ALLEY WILL BE
 ELIMINATED.
  
 9. SHOW LOCATIONS OF ALL PROPOSED WATER, SEWER AND
 DRAINAGE LINES ON THE LANDSCAPE PLAN.
  
 10. PROVIDE A DETAIL AND LOCATIONS OF ROOT BARRIERS TO
 SEPARATE LANDSCAPING FROM UTILITY LINES.
  
 11. PROVIDE SCREENING FOR ALL GROUND MOUNTED VALVES AND
 EQUIPMENT.
  
 12. SHOW THE LOCATIONS OF ALL SITE LIGHTING ON THE
 LANDSCAPE PLAN AND REDESIGN THE LOCATIONS OF THE
 LIGHTING ON SHORTER POLES TO RESOLVE ANY CONFLICTS WITH
 TREES IN THE PARKING AREA LANDSCAPE ISLANDS.
 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 3 Status P Date 07-02-2021 Cont ID  
Sent By   Date 07-02-2021 Time   Rev Time 0.00
Received By   Date 07-02-2021 Time   Sent To  
Notes
2021-07-02 15:06:32NO FURTHER COMMENTS FROM DEPT. OF PUBLIC WORKS.
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-20
Review Stop PW PUBLIC WORKS
Rev No 2 Status F Date 03-05-2021 Cont ID  
Sent By   Date 03-05-2021 Time   Rev Time 0.00
Received By   Date 03-05-2021 Time   Sent To  
Notes
2021-03-05 15:02:50PLEASE PROVIDE THE FOLLOWINGS:
 1- LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
 WASTE VOLUME PRODUCED ALONG WITH THE SIZE AND TYPE OF
 THE CONTAINER (I.E. DUMPSTER/COMPACTOR) THAT WILL BE
 UTILIZED THAT WILL BE UTILIZED FOR THE SANITATION
 SERVICE.
 2- AUTO TURN (DYNAMIC ENVELOPE AND THE TIRES PATH) 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 PW PUBLIC WORKS
Rev No 1 Status F Date 11-30-2020 Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date 11-30-2020 Time   Sent To  
Notes
2020-11-30 08:45:34PLEASE PROVIDE THE FOLLOWINGS:
 1- LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
 WASTE VOLUME PRODUCED ALONG WITH THE SIZE AND TYPE OF
 THE CONTAINER (I.E. DUMPSTER/COMPACTOR) THAT WILL BE
 UTILIZED THAT WILL BE UTILIZED FOR THE SANITATION
 SERVICE.
 2- 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.
 3- AUTO TURN (DYNAMIC ENVELOPE AND THE TIRES PATH) 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 2 Status P Date 07-19-2021 Cont ID  
Sent By tward Date 07-19-2021 Time 14:42 Rev Time 0.00
Received By tward Date 07-19-2021 Time 14:57 Sent To  
Notes
2021-07-19 14:57:22THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 6/16/2021 RESUBMITTAL. THEY CAN BE ADDRESSED FOR
 THEENGINEERING PERMIT APPLICATION.
  
 1. REVISE WATER AND SANITARY SEWER NOTE NO. 5 ON SHEET
 C0.2 TO READ MIN. 36" COVER FROM FINISHED GRADE.
  
 2. REMOVE "32.00' ASPHALT" FROM SECTION B-B (DETAIL 12)
 ON SHEET C4.2. THE PGD PLAN SHOWS PAVERS.
  
 3. PROVIDE ADDITIONAL EXISTING AND PROPOSED SPOT GRADES
 FOR 7TH STREET (CENTERLINE, EDGE OF PAVEMENT)
 DEMONSTRATING THE ROADWAY WILL DRAIN TOWARD THE CURB
 AND GUTTER AND TO THE EXISTINGDRAINAGE STRUCTURE.
 REVISE SECTION C-C TO SHOW THE EXISTING PAVEMENT WILL
 DRAIN TOWARD THE VALLY GUTTER.
  
 TRACY WARD, PE
 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 12-10-2020 Cont ID  
Sent By tward Date 12-10-2020 Time 10:15 Rev Time 0.00
Received By tward Date 12-10-2020 Time 10:21 Sent To  
Notes
2020-12-10 10:21:28THIS 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 OFFICIAL VERTICAL DATUM IS NGVD1929. THE
 SURVEY USES NAVD1988. THE CITY HAS ALLOWED NAVD1988
 PROVIDED THE CONVERSION BETWEEN NAVD1988 AND NGVD1929
 IS LISTED. PROVIDE THE VERTICAL DATUM AND CONVERSION
 EQUATION ON EVERY SHEET WITH ELEVATION INFORMATION
 (C4.2, C4.3),
  
 2. MOVE THE DRAINAGE STRUCTURE AND STORM PIPE OUT OF
 THE ALLEY RIGHT OF WAY.
  
 3. PROVIDE TYPICAL CROSS SECTION OF THE ALLEY.
  
 4. PROVIDE CROSS SECTIONS FROM EAST AND SOUTH FACES OF
 THE BUILDING TO THE ROADWAY EDGE OF PAVEMENT SHOWING
 PROPOSED GRADING, PERIMETER BERM AND/OR SWALE,
 SIDEWALK, PROPERTY LINE AND CURB AND GUTTER.
  
 5. EXTEND SECTION B-B TO THE WEST FACE OF THE BUILDING,
 PROVIDING DIMENSIONS AND TYPICAL SURFACE SLOPES.
  
 6. PROVIDE CROSS SECTION FROM NORTH FACE OF BUILDING TO
 NORTH PROPERTY LINE ACROSS THE FUTURE EXPANSION AREA.
  
 7. CURB RAMP WILL BE NEEDED ON BOTH SIDES OF THE ALLEY
 AT N. TAMARIND AVE. SIDEWALKS.
  
 8. MATCH EXISTING WEST INVERT ELEVATION AT DRAINAGE
 STRUCTURE EX CB 570 AT NW CORNER OF N. TAMARIND AVE AND
 7TH ST.
  
 9. RCP STROM PIPE TO BE USED WITHIN RIGHT OF WAY OR
 UNDER ANY SIDEWALKS THAT THE CITY WILL BE MAINTAINING.
  
 10. CONSIDER REDUCING PARKING SPACE LENGTHS AND
 PROVIDING PERVIOUS OVERHANG AT THE ENDS OF THE PULL-IN
 PARKING SPACES.
  
 11. SUGGEST SPECIFYING STABILIZED SUB-GRADE FOR THE
 ONSITE ASPHALT.
  
 12. MODIFY SECTION C-C TO PROVIDE ADA COMPLIANT PATH
 ACROSS THE DRIVE.
  
 13. SHOW DROP CURB ACROSS DRIVE IN SECTION C-C.
  
 14. REMOVE BLEEDER FROM THE WEIR. THE CITY DOES NOT
 ALLOW THE USE OF BLEEDERS ON CONTROL STRUCTURES USED
 WITH EXFILTRATION TRENCHES.
  
 15. THE SIDE VIEW OF THE STRUCTURE DETAILS (S-101) IS
 SHOWING THE INFLOW PIPE IN THE WRONG LOCATION.
  
 16. PROVIDE PRB'S ON EACH SIDE OF THE EXFILTRATION
 TRENCH TO EXTEND THE LIFE OF THE EXFILTRATION TRENCH.
 CONSIDER INCORPORATING LOW IMPACT DEVELOPMENT DRAINAGE
 FEATURES INTO THE PROJECT.
  
 17. PROVIDE A PRB FOR THE OUTFALL PIPE TO KEEP
 FLOATABLES ONSITE AND OUT OF THE CITY'S MS4.
  
 18. GRADING OF 7TH ST WILL NEED TO BE DESIGNED TO
 PREVENT STANDING WATER WITHIN THE RIGHT OF WAY.
  
 19. SHOW THE LIMITS OF MILLING AND RESURFACING FOR THE
 TRENCH CUTS ON N. TAMARIND AVE.
  
 20. INCLUDE R/W STRIPING ON THE SIGNING, STRIPING AND
 GEOMETRIC PLAN.
  
 21. SHOW THE UTILITIES ON THE LANDSCAPE PLANS.
  
 22. NO SURVEY WAS PROVIDED.
  
 23. WHAT ARE CRA'S PLANS FOR UNDERGROUNDING THE
 OVERHEAD UTILITIES?
  
 24. THREE OF THE FOUR PROPOSED EXTERIOR ELEVATIONS
 MISLABELED ON SHEET A-3.
  
 25. PROVIDE A PLAN SHOWING THE RESTORATION OF THE
 PROPERTY AT 464 FERN STREET WHEN THE STRUCTURE IS
 REMOVED.
  
 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. A SFWMD ERP MAY BE REQUIRED. PROVIDE A COPY OF THE
 PERMIT PRIOR TO STARTING CONSTRUCTION.
  
 4. PROVIDE A COPY OF THE DRAINAGE CALCULATIONS 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 F Date 03-15-2021 Cont ID  
Sent By vnoel Date 03-15-2021 Time 13:26 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-03-15 13:40:421. SEE ADDITIONAL RIGHT-OF-WAY TAKING FOR TAMARIND AVE.
 PER ROAD PLAT BOOK 11, P 94.
 2. NEED APPROVAL FROM FPL FOR RELOCATION ALONG WEST
 PROPERTY LINE PROPOSED FOR LANDSCAPING.
 3. SLIDING GATE AT EXIT WILL CONFLICT WITH PROPOSED FPL
 TRANSFORMER IN SOUTHWEST CORNER.
 4. SP-1 STILL SHOWS 2-WAY TRAFFIC OFF 7TH STREET.
 5. CITY TO PREPARE A CORRECTIVE UNITY OF TITLE.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 12-07-2020 Cont ID  
Sent By vnoel Date 12-07-2020 Time 07:45 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2020-12-07 08:06:091. NEED SIGNED AND SEALED SURVEY BY A REGISTERED LAND
 SURVEYOR.
 2. PLEASE COORDINATE WITH VLADIMIR JEANNOT IN
 ENGINEERING FOR PROPOSED TAMARIND AVE.
 3. THE UTILITY EASEMENT IS ACTUALLY AN FPL EASEMENT PER
 ORB 27819/1951. THERE IS ANOTHER FPL EASEMENT IN THE NE
 CORNER PER ORB 29015/1709. BOTH ARE PROPOSED TO HAVE AN
 8' X 8' TRANSFORMER.
 4. UNITY OF TITLE WILL BE REQUIRED.
 5. NEED APPROVED PLAN BY FPL FOR ANY RE-ROUTING PRIOR
 TO SITE PLAN APPROVAL.
 6. IS THE SOUTH EXIT PROPOSED TO BE GATED?
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 5 Status P Date 07-14-2021 Cont ID  
Sent By   Date 07-14-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-07-14 19:15:02PASSED WITH THE FOLLOWING CONDITION: PROVIDE COUNTY TPS
 LETTER
  
 TRAFFIC COMMENTS:
 1. PARTIALLY SATISFIED. PROVIDE COUNTY TPS LETTER.
 [REQUEST ACKNOWLEDGED]
 2. SATISFIED. THE PARKING STALL LOCATED IN THE
 SOUTH-WEST CORNER OF THE PROPERTY SHOULD BE EITHER
 REMOVED OR MOVED FURTHER NORTH. A VEHICLE BACKING-UP
 INTO IT WOULD BE MANEUVERING ON PUBLIC ROW. PLEASE
 CLARIFY THE USE OF THE SMALLER STALLS IMPLEMENTED IN
 LIEU OF THE ORIGINAL CAR STALL. [CLARIFIED]
 3. SATISFIED. PROVIDE AUTOTURN ANALYSIS SHOWCASING
 GARBAGE TRUCK MANEUVERING IN AND OUT OF THE PROPERTY.
 IF NO GARBAGE TRUCK WILL ENTER THE PROPERTY, HOW IS THE
 FUTURE DUMPSTER GOING TO BE SERVICED? [ANSWERED]
  
 SITE COMMENTS:
 4. SATISFIED. COORDINATE WITH SUZANNE BERGLUND AS THE
 PROPOSED DEVELOPMENT MAY BE IMPACTED BY THE ON-GOING
 TAMARIND STREETSCAPE PROJECT
 5. SATISFIED. INSTALL A RAMP ON THE NORTH SIDE OF 7TH
 ST NEAR THE RAILROAD TRACKS AND A CROSSWALK ACROSS 7TH
 ST IN ORDER TO CONNECT TO THE EXISTING RAMP ON THE
 SOUTH SIDE. INSTALL TACTILE MATS ON EACH RAMP.
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status F 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 19:17:59TRAFFIC COMMENTS:
 1. PARTIALLY SATISFIED. PROVIDE COUNTY TPS LETTER.
 REQUEST ACKNOWLEDGED.
 2. NOT SATISFIED. THE PARKING STALL LOCATED IN THE
 SOUTH-WEST CORNER OF THE PROPERTY SHOULD BE EITHER
 REMOVED OR MOVED FURTHER NORTH. A VEHICLE BACKING-UP
 INTO IT WOULD BE MANEUVERING ON PUBLIC ROW. PLEASE
 CLARIFY THE USE OF THE SMALLER STALLS IMPLEMENTED IN
 LIEU OF THE ORIGINAL CAR STALL ONE
 3. PARTIALLY SATISFIED. PROVIDE AUTOTURN ANALYSIS
 SHOWCASING GARBAGE TRUCK MANEUVERING IN AND OUT OF THE
 PROPERTY. IF NO GARBAGE TRUCK WILL ENTER THE PROPERTY,
 HOW IS THE FUTURE DUMPSTER GOING TO BE SERVICED?
  
 SITE COMMENTS:
 4. SATISFIED. COORDINATE WITH SUZANNE BERGLUND AS THE
 PROPOSED DEVELOPMENT MAY BE IMPACTED BY THE ON-GOING
 TAMARIND STREETSCAPE PROJECT
 5. SATISFIED. INSTALL A RAMP ON THE NORTH SIDE OF 7TH
 ST NEAR THE RAILROAD TRACKS AND A CROSSWALK ACROSS 7TH
 ST IN ORDER TO CONNECT TO THE EXISTING RAMP ON THE
 SOUTH SIDE. INSTALL TACTILE MATS ON EACH RAMP.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date 06-10-2021 Cont ID  
Sent By   Date 06-10-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-06-10 01:57:19TRAFFIC COMMENTS:
 1. PROVIDE COUNTY TPS LETTER
 2. THE PARKING STALL LOCATED IN THE SOUTH-WEST CORNER
 OF THE PROPERTY SHOULD BE EITHER REMOVED OR MOVED
 FURTHER NORTH. A VEHICLE BACKING-UP INTO IT WOULD BE
 MANEUVERING ON PUBLIC ROW
 3. PROVIDE AUTOTURN ANALYSIS SHOWCASING GARBAGE TRUCK
 MANEUVERING IN AND OUT OF THE PROPERTY
 SITE COMMENTS:
 4. COORDINATE WITH SUZANNE BERGLUND AS THE PROPOSED
 DEVELOPMENT MAY BE IMPACTED BY THE ON-GOING TAMARIND
 STREETSCAPE PROJECT
 5. REVISED COMMENT: CLOSE THE RAMP ON THE SOUTH SIDE OF
 7TH ST EAST OF THE RAILROAD TRACKS AND INSTALL A CURB
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 03-25-2021 Cont ID  
Sent By   Date 03-25-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-03-25 09:54:34TRAFFIC COMMENTS:
 1. PROVIDE COUNTY TPS LETTER
 2. THE PARKING STALL LOCATED IN THE SOUTH-WEST CORNER
 OF THE PROPERTY SHOULD BE EITHER REMOVED OR MOVED
 FURTHER NORTH. A VEHICLE BACKING-UP INTO IT WOULD BE
 MANEUVERING ON PUBLIC ROW
 3. PROVIDE AUTOTURN ANALYSIS SHOWCASING GARBAGE TRUCK
 MANEUVERING IN AND OUT OF THE PROPERTY
 4. COORDINATE WITH SUZANNE BERGLUND AS THE PROPOSED
 DEVELOPMENT MAY BE IMPACTED BY THE ON-GOING TAMARIND
 STREETSCAPE PROJECT
 5. INSTALL A RAMP ON THE NORTH SIDE OF 7TH ST NEAR THE
 RAILROAD TRACKS AND A CROSSWALK ACROSS 7TH ST IN ORDER
 TO CONNECT TO THE EXISTING RAMP ON THE SOUTH SIDE.
 INSTALL TACTILE MATS ON EACH RAMP.
  
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 12-10-2020 Cont ID  
Sent By   Date 12-10-2020 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2020-12-10 12:16:47TRAFFIC COMMENTS:
 1. PROVIDE TPS LETTER
 2. DRIVEWAY ON 7TH ST IS VERY CLOSE TO RR CROSSING.
 FULL ACCESS OPERATIONS MAY CAUSE SAFETY AND OPERATIONAL
 ISSUES. ONE-WAY ACCESS/EGRESS IS RECOMMENDED,
 3. REVIEW/IMPROVE INTERNAL CIRCULATION. IN CASE OF
 TWO-WAY CIRCULATION, THERE IS NO TURN-AROUND SPACE FOR
 VEHICLES HEADING NORTH WITHIN THE PARKING LOT
 4. PROVIDE AUTOTURN SHOWCASING GARBAGE TRUCK OPERATIONS
  
 SITE COMMENTS:
 5. PARKING STALLS
 5A. ANGLE PARKING RECOMMENDED, IN CASE OF ONE-WAY
 INTERNAL CIRCULATION
 5B. IF CURRENT DESIGN IS KEPT, PROVIDE AUTOTURN
 ANALYSIS FOR THE SOUTH-WEST CORNER PARKING STALL, AS IT
 MAY REQUIRE MANEUVERING ON PUBLIC ROW, WHICH IS NOT
 ALLOWED.
 6. PLEASE COORDINATE WITH SUZANNE BERGLUND AS THE
 PROPOSED DEVELOPMENT MAY BE IMPACTED BY THE ON-GOING
 TAMARIND STREETSCAPE PROJECT
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 03-17-2021 Cont ID  
Sent By elevesqu Date 03-17-2021 Time 14:37 Rev Time 0.00
Received By elevesqu Date 03-17-2021 Time 14:37 Sent To  
Notes
2021-03-17 14:39:29SITE PLAN:
 1. PARTIALLY SATISFIED. PLEASE UPDATE SITE DATA TABLE
 TO INCLUDE THE FOLLOWING INFORMATION:
 A. SATISFIED
 B. REQUIRED AND PROVIDED BICYCLE PARKING ? REQUIRED
 BICYCLE PARKING IS AS FOLLOWS:
 I. NOT SATISFIED. BICYCLE PARKING SHALL BE PROVIDED AT
 A MINIMUM OF ONE SPACE PER EVERY 100 FEET OF STREET
 FRONTAGE AND LOCATED WITHIN THE PUBLIC ROW, PARALLEL TO
 CURB OR AT THE BACK OF THE SIDEWALK (BEST PLACEMENT CAN
 BE EVALUATED)
 PLEASE INCLUDE 2 BICYCLE RACKS WITHIN THE ROW FOR
 PUBLIC USE, KEEPING 5-FOOT SIDEWALK CLEARANCE, AND
 2-FOOT CLEARANCE FROM CURB. THE RACKS FOR PALM TRAN ARE
 SEPARATE AND FOR THEIR RIDERS
 II. PARTIALLY SATISFIED. COMMERCIAL DEVELOPMENTS, SHALL
 PROVIDE SECURE BIKE RACKS AND/OR STORAGE AT A RATIO OF
 ONE BICYCLE PARKING SPACE PER EVERY 15 PARKING SPACES,
 WITHIN THE PRIVATE PROPERTY (FOR TENANT USE)
 THE BICYCLE RACKS NEED TO BE ON A HARD SURFACE, LIKE
 CONCRETE OR PAVERS
  
 C. SATISFIED.
 D. SATISFIED.
 2. SATISFIED.
 3. SATISFIED.
 4. SATISFIED.
 5. NOT SATISFIED. THE MAXIMUM PARKING FOR THIS
 COMMERCIAL PROPERTY WITHIN NWD-5 IS 3/1000 SF WHICH IS
 9 PARKING SPACES. ANY SPACES ABOVE THE MAXIMUM PARKING
 COUNTS TOWARDS FAR. PLEASE UPDATE FAR CALCULATION
 ACCORDINGLY IF KEEPING OVER THE MAXIMUM
 THE PARKING DATA STATES 10 SPACES, BUT THERE ARE 12 ON
 SITE. 2 OF THESE SPACES ARE ABOVE THE MAXIMUM
 PERMITTED, SO WOULD COUNT TOWARDS FAR. PLEASE INCLUDE
 THE TWO SPACES WITHIN THE PROPOSED FAR ((8.5X22) X2))
 6. PARTIALLY SATISFIED. WHAT IS PROPOSED WITHIN THE
 UTILITY AREA ON THE SOUTH SIDE OF THE BUILDING? CAN
 THIS BE LOCATED INTERNAL TO THE SITE OR ELSEWHERE THAT
 IS NOT WITHIN VIEW OF A STREET FRONTAGE?
 THE GATE CANNOT SWING INTO THE DRIVE AISLE, PLEASE
 REORIENT TO HAVE GATE OPENINGS FACING NORTH INTO
 SIDEWALK AREA. PLEASE CONFIRM WITH TRACY WARD WHETHER
 STORMWATER LINES CAN RUN UNDER THIS UTILITY AREA
 7. SATISFIED
 8. ONGOING. PLEASE RELOCATE THE EXISTING BUS STOP
 FURTHER NORTH TO ALLOW FOR A BENCH AT THE BACK OF THE
 SIDEWALK FOR TRANSIT RIDERS. BENCH CAN BE ACCOMMODATED
 WITHIN THE PRIVATE OPEN SPACE REQUIREMENT. PLEASE
 CONSIDER THE INCORPORATION OF A BUS SHELTER FOR PALM
 TRAN RIDERS AS AN AMENITY FOR PUBLIC TRANSIT IN THIS
 NEIGHBORHOOD
 RELOCATION OF BUS SHELTER TO OTHER LOCATION WITHIN
 TAMARIND SUBJECT TO ENGINEERING AND PLANNING REVIEW.
 9. SATISFIED
 10. PLEASE INCLUDE BICYCLE RACK SPECS WITH BUILDING
 PERMIT SUBMITTAL. PLANNING CAN GIVE GUIDANCE ON
 APPROVED BICYCLE RACK TYPES
 11. PROPOSED CONDITION OF APPROVAL. PROPERTY AT 464
 FERN STREET WILL NEED TO BE RESODDED ONCE STRUCTURE IS
 RELOCATED
  
 LANDSCAPE:
 12. SATISFIED
 13. SATISFIED
 14. PARTIALLY SATISFIED. THE SITE HAS A PRIVATE OPEN
 SPACE REQUIREMENT OF 12%. THE TYPE OF PERMITTED PRIVATE
 OPEN SPACE WITHIN NWD-5 CAN BE FOUND IN TABLE IV-6 IN
 SECTION 94-109. THE REQUIREMENT FOR THE PRIVATE OPEN
 SPACE THAT IS PICKED CAN BE FOUND IN TABLE IV-7 IN
 SECTION 94-109. PLEASE ENSURE THAT THE TYPE OF PRIVATE
 OPEN SPACE PICKED MEETS THE DEFINITION OF THAT PRIVATE
 OPEN SPACE TYPE (DEFINITIONS ALSO IN SECTION 94-109)
  
 PRIVATE OPEN SPACE WILL NEED TO BE ADJUSTED BASED ON
 PROPERTY SIZE ADJUSTMENT BASED ON ROW MAINTENANCE MAP
 OF TAMARIND AVENUE.
  
 PLEASE INDICATE THE TYPE OF PRIVATE OPEN SPACE FROM
 ONES THAT ARE PERMITTED IN WITHIN NWD-5 IN TABLE IV-6
 IN SECTION 94-109 AND SEE TABLE IV-7 IN SECTION 94-109.
  
 THE AREA TO THE WEST OF THE PROPOSED STRUCTURE, WHICH
 CONTAINS RAMPS AND STAIRWAYS, AND THE AREA TO THE WEST
 OF THE PROPOSED FUTURE DEVELOPMENT AREA IS ILLUSTRATED
 AS PRIVATE OPEN SPACE ON SHEET SP-1.1. THESE WOULD NOT
 COUNT TOWARDS PRIVATE OPEN SPACE.
  
 THE AREA BETWEEN THE STRUCTURE AND THE FUTURE
 DEVELOPMENT AREA CAN BE COUNTED INCLUDING ALL AREAS
 OUTSIDE THE MINIMUM SETBACK (ROOM TO EXPAND EAST).
 PLEASE LOOK AT THE AREAS TO THE SOUTH AND EAST OF THE
 PROPOSED STRUCTURE AND CONSIDER THE ?GARDEN? TYPE OF
 PRIVATE OPEN SPACE. FOR THE AREA BETWEEN THE STRUCTURE
 AND FUTURE DEVELOPMENT AREA, CONSIDER THE ?INTERIOR
 COURTYARD? PRIVATE OPEN SPACE TYPE
  
 CIVIL/SURVEY:
 15. NOT SATISFIED. PLEASE INDICATE PROPOSED TRASH
 COLLECTION PLAN FOR CURRENT OFFICE SPACE ? COORDINATE
 WITH MATT HEJAZI IN PUBLIC WORKS
 PLEASE SEE COMMENTS FROM PUBLIC WORKS
 16. SATISFIED
  
  
 NEW COMMENTS MARCH 17, 2021:
  
 CIVIL:
 17. WATER METER AND FIRE BACKFLOW PROPOSED WITHIN ROW.
 THESE NEED TO BE WITHIN PRIVATE PROPERTY. WHY WERE
 THESE MOVED FROM THE FIRST PROPOSED LOCATION? CHECK
 WITH CHIEF LEDUC REGARDING NEED FOR FDC BACKFLOW FOR
 SMALL OFFICE STRUCTURE
 18. THE PROPOSED DRAINAGE THAT RUNS UNDER THE TRASH
 CONCRETE PAD ? CHECK WITH TRACY WARD WHETHER THIS
 CREATES ANY ISSUES FOR MAINTENANCE
 19. ENSURE COORDINATION WITH PROPOSED POTABLE WATER AND
 SANITARY SEWER SERVICES WITH THE TAMARIND AVENUE
 IMPROVEMENTS PROJECT ? COMMENT FROM SUZANNE BERGLUND
 20. APPEARS TO BE AN EXISTING IRRIGATION BACKFLOW IN
 PROPERTY THAT WILL NEED TO BE RELOCATED. PLEASE CLARIFY
 THE PROPOSE LOCATION FOR THIS.
 21. PRIVATE STORMWATER DRAINAGE CANNOT DRAIN INTO
 PUBLIC SYSTEM ? CHECK WITH TRACY WARD, CITY STORMWATER
 ENGINEER
 22. THE PROPOSED LOCATION OF THE DRAINAGE SYSTEM IS
 PREVENTING TREES ON SOUTH SIDE OF STRUCTURE, PLEASE
 REEVALUATE STORMWATER DRAINAGE SYSTEM
 23. PLEASE EVALUATE OTHER MEANS OF DRAINAGE OTHER THAN
 A SWALE SURROUND PROPOSED STRUCTURE TO ALLOW FOR BETTER
 USE OF THIS AREA
 24. PLEASE PROVIDE CROSS SECTION ACROSS CURB CUT THAT
 RUNS PARALLEL TO THE ROADWAY OF 7TH STREET (EAST TO
 WEST). NEED TO DETERMINE THAT SIDEWALK IS KEPT LEVEL AS
 IT CROSSES THIS CURB CUT
  
 LANDSCAPE:
 25. ALL OF PROPOSED TREES ALONG WEST BORDER ARE WITHIN
 THE PROPOSED FPL EASEMENT. AS CONVERSATIONS WITH FPL
 CONTINUE, IT WILL NEED TO BE DETERMINED WHETHER THESE
 TREES CAN BE WITHIN THIS EASEMENT
 26. PLEASE SHOW PROPOSED LANDSCAPE WITHIN THE ROW PER
 THE APPROVED TAMARIND AVENUE STREETSCAPE PLANS
 27. PLEASE EXTEND PLANTER BED ON 7TH TO THE EAST, AS
 THIS PORTION OF HARDSCAPE ADJACENT TO THE ADA RAMP IS
 NOT NECESSARY (CONFIRMED WITH SUZANNE)
 28. IN EMAIL IT HAS BEEN INDICATED THAT THE STORMWATER
 OUTFALL AT THE SOUTHEAST CORNER WILL BE REMOVED, PLEASE
 UPDATE PLANS ACCORDINGLY
 A. PLEASE CONTINUE LANDSCAPE BED FURTHER SOUTH WHERE
 OUTFALL IS BEING REMOVED IF SUZANNE BERGLUND GIVES
 APPROVAL TO DO SO
  
 SITE PLAN:
 29. LOCATION OF FPL TRANSFORMER MAY CONFLICT WITH
 LOCATION OF PROPOSED ROLLING GATE AT 7TH STREET EGRESS.
 AS CONVERSATIONS WITH FPL CONTINUE, THIS ROLLING GATE
 MAY NEED TO BE RELOCATED
 30. THE TWO PROPOSED PARALLEL PARKING SPACES EAST OF
 THE DRIVE WOULD NOT HAVE SUFFICIENT ROOM TO OPEN THE
 CAR DOORS AS THEY ARE ADJACENT TO THE RAMP. THE DRIVE
 AISLE AT THIS LOCATION CAN BE 12 FEET PER FIGURE XV-2
 IN ARTICLE XV. PLEASE LOOK AT OPTIONS OF PROVIDING
 ADDITIONAL SPACE FOR CAR DOORS OR REMOVE THESE TWO
 SPACES.
 31. PLEASE NOTE, A MAINTENANCE AGREEMENT FOR
 STREETSCAPE ADJACENT TO PROPERTY SHALL BE RECORDED
 BETWEEN THE CITY AND DEVELOPER, FOR DEVELOPER/OWNER TO
 ASSUME MAINTENANCE RESPONSIBILITIES
 32. PLEASE ADD SIDEWALK NORTH OF UTILITY AREA ON SHEET
 SP-1 THAT IS SHOWN ON LANDSCAPE PLANS
 33. PLEASE COORDINATE WITH LT CLIFFORD HAGAN,
 [email protected] ON THE EXISTING POLICE INFRASTRUCTURE
 THAT IS CURRENTLY ON THE PROPERTY. THIS INFRASTRUCTURE
 MUST REMAIN AND OR APPROVAL TO REMOVE OR RELOCATE
 EQUIPMENT MUST BE RECEIVED. COMMENT FROM SUZANNE
 BERGLUND
 34. PLEASE COORDINATE WITH PENNI REDFORD,
 [email protected], 561-804-4981, ON THE REMOVAL OR
 RELOCATION OF THE EXISTING SOLAR PANEL EQUIPMENT THAT
 IS CURRENTLY ON THE PROPERTY. COMMENT FROM SUZANNE
 BERGLUND
  
  
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 561 822 1426
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 12-09-2020 Cont ID  
Sent By elevesqu Date 12-09-2020 Time 13:49 Rev Time 0.00
Received By elevesqu Date 12-09-2020 Time 13:47 Sent To  
Notes
2020-12-09 13:50:06SITE PLAN:
 1. PLEASE UPDATE SITE DATA TABLE TO INCLUDE THE
 FOLLOWING INFORMATION:
 A. REQUIRED SETBACKS (MINIMUM REQUIRED FROM TAMARIND IS
 10 FEET, MINIMUM REQUIRED FROM 7TH STREET IS 17?) ?
 MEASURED FROM THE BACK OF THE CURB NOT FROM THE
 PROPERTY LINE IN THIS ZONING DISTRICT
 B. REQUIRED AND PROVIDED BICYCLE PARKING ? REQUIRED
 BICYCLE PARKING IS AS FOLLOWS:
 I. BICYCLE PARKING SHALL BE PROVIDED AT A MINIMUM OF
 ONE SPACE PER EVERY 100 FEET OF STREET FRONTAGE AND
 LOCATED WITHIN THE PUBLIC ROW, PARALLEL TO CURB OR AT
 THE BACK OF THE SIDEWALK (BEST PLACEMENT CAN BE
 EVALUATED)
 II. COMMERCIAL DEVELOPMENTS, SHALL PROVIDE SECURE BIKE
 RACKS AND/OR STORAGE AT A RATIO OF ONE BICYCLE PARKING
 SPACE PER EVERY 15 PARKING SPACES, WITHIN THE PRIVATE
 PROPERTY (FOR TENANT USE)
 C. BUILDING FOOTPRINT PERCENTAGE (SEE TABLE IV-36 IN
 SECTION 94-128)
 D. REQUIRED AND PROVIDED SETBACKS
 2. PLEASE UPDATE SCALE ON SHEET SP-1. APPEARS TO BE
 1?=10? (LABEL READS 1/8?=1?)
 3. PLEASE PROVIDE A 5-FOOT SIDEWALK THROUGHOUT THE
 ENTIRE TAMARIND AVENUE FRONTAGE (SOME PORTION MAY BE ON
 PRIVATE ROW AND REQUIRE A PUBLIC ACCESS EASEMENT)
 A. PLEASE COORDINATE WITH THE CITY OF WPB ENGINEERING
 DEPARTMENT FOR THE PROPOSED TAMARIND AVENUE STREETSCAPE
 PLANS
 4. TRAFFIC ENGINEER IS NOT COMFORTABLE WITH INGRESS
 FROM 7TH STREET DUE TO PROXIMITY FROM RAILROAD TRACKS.
 PLEASE REDUCE DRIVEWAY TO EGRESS ONLY. REDUCED DRIVEWAY
 WIDTH CAN WORK WITH ANGLED PARKING. DRIVE AISLE FOR
 ANGLED PARKING CAN BE REDUCED TO 12 FOOT.
 5. THE MAXIMUM PARKING FOR THIS COMMERCIAL PROPERTY
 WITHIN NWD-5 IS 3/1000 SF WHICH IS 9 PARKING SPACES.
 ANY SPACES ABOVE THE MAXIMUM PARKING COUNTS TOWARDS
 FAR. PLEASE UPDATE FAR CALCULATION ACCORDINGLY IF
 KEEPING OVER THE MAXIMUM
 6. WHAT IS PROPOSED WITHIN THE UTILITY AREA ON THE
 SOUTH SIDE OF THE BUILDING? CAN THIS BE LOCATED
 INTERNAL TO THE SITE OR ELSEWHERE THAT IS NOT WITHIN
 VIEW OF A STREET FRONTAGE?
 7. A MONUMENT SIGN IS NOT PERMITTED FOR THIS USE
 (SECTION 94-110)
 8. PLEASE RELOCATE THE EXISTING BUS STOP FURTHER NORTH
 TO ALLOW FOR A BENCH AT THE BACK OF THE SIDEWALK FOR
 TRANSIT RIDERS. BENCH CAN BE ACCOMMODATED WITHIN THE
 PRIVATE OPEN SPACE REQUIREMENT. PLEASE CONSIDER THE
 INCORPORATION OF A BUS SHELTER FOR PALM TRAN RIDERS AS
 AN AMENITY FOR PUBLIC TRANSIT IN THIS NEIGHBORHOOD
 9. WHAT IS THE SIGN THAT IS SHOWN AT THE SOUTHEAST
 CORNER AT THE 7TH STREET CROSSING? THERE IS A SIGN
 SYMBOL ON THE PLAN BUT NO INDICATION OF WHAT THIS SIGN
 IS (SHEET SP-1)
 10. PLEASE INCLUDE BICYCLE RACK SPECS WITH BUILDING
 PERMIT SUBMITTAL. PLANNING CAN GIVE GUIDANCE ON
 APPROVED BICYCLE RACK TYPES
 LANDSCAPE:
 11. A LANDSCAPE ISLAND IS REQUIRED AT THE END OF A ROW
 OF PARKING SPACES, MEETING REQUIREMENTS OF SECTION
 CHAPTER XIV OF THE CITY?S ZONING AND LAND USE
 REGULATIONS (ZLDRS) (SOUTH END OF ADA SPACE)
 12. PLEASE PRESERVE EXISTING LARGE MANGO TREE THROUGH
 MEANS OF A PARKING ISLAND OR WITHIN REQUIRED PRIVATE
 OPEN SPACE
 13. THE SITE HAS A PRIVATE OPEN SPACE REQUIREMENT OF
 12%. THE TYPE OF PERMITTED PRIVATE OPEN SPACE WITHIN
 NWD-5 CAN BE FOUND IN TABLE IV-6 IN SECTION 94-109. THE
 REQUIREMENT FOR THE PRIVATE OPEN SPACE THAT IS PICKED
 CAN BE FOUND IN TABLE IV-7 IN SECTION 94-109. PLEASE
 ENSURE THAT THE TYPE OF PRIVATE OPEN SPACE PICKED MEETS
 THE DEFINITION OF THAT PRIVATE OPEN SPACE TYPE
 (DEFINITIONS ALSO IN SECTION 94-109)
 CIVIL/SURVEY:
 14. PLEASE INDICATE PROPOSED TRASH COLLECTION PLAN FOR
 CURRENT OFFICE SPACE ? COORDINATE WITH MATT HEJAZI IN
 PUBLIC WORKS
 15. SURVEY SHOWS TWO TRAFFIC POLES (SYMBOL 8) AT THE
 SOUTHEAST CORNER BUT ONLY ONE TRAFFIC POLE EXISTS AT
 THIS LOCATION. THE OTHER IS A LIGHT POLE. PLEASE REVISE
  
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 561 822 1426
 [email protected]
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