Plan Review Details - Project Z19100016
Plan Review Stops For Project Z19100016
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 11-12-2019 Cont ID  
Sent By rbrown Date 11-12-2019 Time 18:22 Rev Time 0.00
Received By rbrown Date 11-12-2019 Time 18:22 Sent To  
Notes
2019-11-12 18:35:49DEVELOPMENT 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. NUMBER OF ACCESSIBLE PARKING SPACES. SITE PLAN,
 SHEET SP-1, STATES THAT 67 PARKING SPACES WILL BE
 PROVIDED AND 3 WILL BE ACCESSIBLE PARKING SPACES, THE
 PLAN SHOWS MORE THAN 50 PARKING SPACES IN THE PARKING
 LOT BETWEEN THE RETAIL AND THE CAR WASH BUT IT SHOWS
 ONLY 2 ACCESSIBLE PARKING SPACES. 3 ACCESSIBLE PARKING
 SPACES ARE REQUIRED. THE MINIMUM NUMBER OF ACCESSIBLE
 PARKING SPACES PROVIDED SHALL BE IN ACCORDANCE WITH
 SECTION 208.2 OF FLORIDA ACCESSIBILITY CODE.
  
 3. LOCATION OF ACCESSIBLE PARKING SPACES. PER SECTION
 208.3 OF FLORIDA ACCESSIBILITY CODE, ACCESSIBLE PARKING
 SPACES ARE TO BE LOCATED ON THE SHORTEST POSSIBLE ROUTE
 OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE
 ENTRANCE. THE DESIGN OF ACCESSIBLE PARKING SPACES SHALL
 COMPLY WITH SECTION 502 OF FLORIDA ACCESSIBILITY CODE.
  
 4. 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.
  
 5. 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.
  
 6. OIL AND PETROLEUM INTERCEPTOR. AN OIL AND PETROLEUM
 INTERCEPTOR WILL BE REQUIRED FOR THE CAR WASH. PLEASE
 CONTACT JEFFREY ODOMS, UTILITIES O&M SUPERINTENDENT,
 PUBLIC UTILITIES DEPARTMENT, FATS OILS AND GREASE
 DIVISION, AT (561) 822-2172, OR BY EMAIL:
 [email protected]
  
 7. 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.
  
 8. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 9. 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.
  
 10. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS. FOR STREET ADDRESSING, CONTACT
 MICHAEL ORIO, GIS SUPPORT SPECIALIST, AT (561) 494
 1080, OR BY EMAIL: [email protected]
  
 11. ART IN PUBLIC PLACES. THIS PROJECT MAY BE SUBJECT
 TO ART IN PUBLIC PLACES (AIPP) ASSESSMENT. FOR ADVICE
 ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
 ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
 PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
 [email protected]
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 11-12-2019 Cont ID  
Sent By rrossano Date 11-12-2019 Time   Rev Time 4.00
Received By rrossano Date 11-12-2019 Time   Sent To  
Notes
2019-11-12 15:19:291. PLEASE RESPOND IN WRITING TO ALL COMMENTS WITH Z
 PERMIT NUMBER, PROJECT NAME AND ADDRESS.
 2. 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.
 3. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 RIGHT OF WAY.
 4. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
 5. 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.
 6. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
 7. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
 8. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 9. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 10. PLEASE LABEL WATER LINES AS PRIVATE WHERE
 APPLICABLE.
 11. 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]
 12. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS
 FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS
 13. PLEASE CHECK TO SEE IF FDEP FORMS ARE NEEDED.
 14. PLEASE CLEARLY LABEL CITY OF WPB POINTS OF SERVICE
 FOR UTILITY CONNECTIONS.
 15. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION. INCLUDE EASEMENT
 DEDICATION FOR WATER METER.
 16. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT
 DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW
 PREVENTER AS DCDA. SPECIFY LEAD FREE DESIGN ON ALL
 BACKFLOWS.
 17. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES
 OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 18. 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.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, PUBLIC UTILITIES:
 1. PLAN DOES NOT SHOW UTILITY EASEMENTS AROUND THE FIRE
 HYDRANTS AND METERS FOR BOTH EXISTING AND NEW. SMALL UE
 SHOULD BE CREATED AROUND THEM AND SERVICE PIPE TO THEM
 THAT SITS ON THE PRIVATE PROPERTY. THE UE SHOULD
 EXCLUDE THE BACKFLOW ASSEMBLIES.
 2. PLAN ALSO MISSING THE PIPING FROM WATER MAIN TO THE
 EXISTING WATER SERVICES.
 3. PLAN SHOWS 2 FIRE HYDRANTS ON SITE. THE SOUTHERN
 FIRE HYDRANT IS PROBLEMATIC BECAUSE THE PIPE FEEDING IT
 RUNS UNDER THE ENTRANCE, SO IF ANY MAINTENANCE NEED BE
 DONE THERE IT WOULD STOP THE FLOW OF TRAFFIC. IS THAT
 FIRE HYDRANT REQUIRED TO BE THERE, OR COULD IT BE
 ELIMINATED? (ALSO VALVE TURNING OFF HYDRANT IS IN
 MIDDLE OF ENTRANCE ROAD -> SAFETY HAZARD)
  
 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 11-06-2019 Cont ID  
Sent By pleduc Date 11-06-2019 Time   Rev Time 0.00
Received By pleduc Date 11-06-2019 Time 11:14 Sent To  
Notes
2019-11-06 11:25:16THE 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
 PROPOSED OCCUPANCY TYPE, PER THE FLORIDA FIRE
 PREVENTION CODE, AND WHETHER IT IS MIXED OR SEPARATED
 OCCUPANCY.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
 THE EXISTING FIRE HYDRANT INDICATED ON THE REVIEW
 SUBMITTAL IS IN AN ACCEPTABLE LOCATION.
  
 ANY NEW FIRE HYDRANTS AND/OR FDC?S PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
 FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
 OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
 ARRIVING EMERGENCY VEHICLES.
  
 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 PLAN.
  
 10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
 EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
 PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
 SAFETY FEATURES AND EQUIPMENT.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 13. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 11-12-2019 Cont ID  
Sent By rcaranci Date 11-12-2019 Time 12:03 Rev Time 0.00
Received By rcaranci Date 11-12-2019 Time 12:03 Sent To  
Notes
2019-11-12 12:04:14FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: PALM BEACH LAKES INN CPD Z19100016
 NOVEMBER 12, 2019
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE A SEPARATE TREE DISPOSITION PLAN AND CHART
 FOR THE TREES WITHIN THE AFFECTED AREA AND INDICATE IF
 THEY WILL BE PRESERVED IN PLACE, RELOCATED OR REMOVED.
 LIST THE BOTANICAL NAME AND PROVIDE THE CANOPY
 DIAMETER. CALCULATE THE REQUIRED MITIGATION IN SQUARE
 FOOTAGE FOR ANY REMOVALS. REMOVE THE LAYER FROM
 LANDSCAPE PLAN. LIST ONLY TREES THAT ARE RELOCATED OR
 EXISTING ON THE PLANT LIST AND THE LANDSCAPE PLAN.
 CALCULATE AND LIST PROVIDED TREE MITIGATION.
  
 2. REQUIRED OPEN SPACE FOR CALCULATING REQUIRED SHADE
 TREES AND FLOWERING TREES IS 40%. SHOW THE SQUARE
 FOOTAGE ON THE REQUIREMENTS CHART AND RECALCULATE.
  
 3. SHOW THE TOTAL SQUARE FOOTAGE AND PERCENTAGE FOR 15%
 LANDSCAPE AREA REQUIRED FOR EACH PARCEL.
  
 4. SHOW THE PERCENTAGE AND NUMBER OF PALM SUBSTITUTIONS
 FOR REQUIRED TREES NOT EXCEEDING 35 PERCENT PER SECTION
 94-442 (D).
  
 5. PROVIDE A PLAN SHOWING THE PARKING LANDSCAPE AREAS
 COUNTED TOWARD COMPLIANCE WITH SECTION 94-443(C)(3) AND
 (4) AND PROVIDE CALCULATIONS.
  
 6. PROVIDE CALCULATIONS FOR REQUIRED BUFFER TREES AT
 ONE FOR EVERY 30 FEET OR PORTION THEREOF FOR ALL BUFFER
 LENGTHS CORRECTLY ROUNDING UP. PARCEL 1- EAST AND SOUTH
 ARE 8 TREES REQUIRED. PARCEL 2- NORTH IS 10 TREES
 REQUIRED.
  
  
 7. PROVIDE HEDGES TO SCREEN ALL PARKING AREAS FROM
 ADJACENT PROPERTIES AND STREETS. PARCEL 1 NEEDS TO SHOW
 THIS REQUIREMENT IS MET.
  
  
 8. SHOW LINEAR FOOTAGE OF LANDSCAPED AREA ADJACENT TO
 THE BUILDING MEETS THE REQUIREMENT OF 30 PERCENT PER
 SECTION 94-443(E)(1) FOR EACH BUILDING.
  
 9. ADD COLUMNS FOR NATIVE AND DROUGHT TOLERANCE TO THE
 PLANT LIST.
  
  
 10. SHOW COMPLIANCE WITH SECTION 94-445 L. PLANT
 SPECIES. A MINIMUM OF 60 PERCENT OF PLANT MATERIAL
 ADDED SHALL BE FLORIDA NATIVE OR DROUGHT TOLERANT
 SPECIES SELECTED FROM THE CITY LIST OR THE LIST OF
 SPECIES IN THE MOST RECENT EDITION OF SOUTH FLORIDA
 WATER MANAGEMENT DISTRICT WATERWISE SOUTH FLORIDA
 LANDSCAPES.
 PROVIDE THE TOTAL PERCENTAGE BASED ON FINAL PLANT LIST.
  
 11. THE LOCATIONS OF DRAINAGE, WATER AND SEWER LINES ON
 THE LANDSCAPE PLAN SHOW SOME CONFLICTS WITH TREES AND
 LANDSCAPING. RELOCATE UTILITY LOCATIONS OR EXPAND
 LANDSCAPE AREAS TO ACCOMMODATE REQUIRED LANDSCAPING.
  
 12. THERE ARE MULTIPLE AREAS OF EASEMENTS THAT MAY
 RESTRICT PLANTING OF TREES. CLEARLY INDICATE AND LABEL
 ALL EASEMENTS THAT WILL REMAIN.
  
 13. SHOW LOCATIONS OF FPL TRANSFORMERS ON THE LANDSCAPE
 PLAN AND RESOLVE CONFLICTS WITH LANDSCAPING. PROVIDE
 SCREENING FOR ALL GROUND MOUNTED VALVES AND EQUIPMENT.
  
  
 14. PROVIDE A DETAIL AND LOCATIONS OF ROOT BARRIERS TO
 SEPARATE LANDSCAPING FROM UTILITY LINES.
  
  
 15. SHOW THE LOCATIONS OF ALL SITE LIGHTING ON THE
 LANDSCAPE PLAN AND RESOLVE ANY CONFLICTS WITH TREES.
 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 PW PUBLIC WORKS
Rev No 1 Status F Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2019-11-04 15:19:04- 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. THE SITE PLAN SHALL REFLECT
 THE LATEST SPEC FOR THE DUMPSTER ENCLOSURE.
 - PLEASE PROVIDE AUTO TURN FOR THE SANITATION SERVICE
 - PLEASE CONSIDER RELOCATING THE LOADING ZONE AND/OR
 THE ENCLOSURE ON THE SIDE OF MARATHON RETAIL BUILDING
 SINCE IT COULD BLOCK ACCESS TO THE DUMPSERS.
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 11-13-2019 Cont ID  
Sent By tward Date 11-13-2019 Time 09:26 Rev Time 0.00
Received By tward Date 11-13-2019 Time 09:27 Sent To  
Notes
2019-11-13 09:26:27THIS 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 ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT
  
 HTTPS://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO
 R MS,-PERMITS-APPLICATIONS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. PROVIDE A COPY OF THE DRAINAGE EASEMENT CROSSING
 EXECUTIVE CENTER DRIVE.
  
 2. SHOW DRAINAGE EASEMENT ON THE ADJACENT PROPERTY.
  
 3. CONSIDER REDUCING THE PARKING SPACE DEPTHS AND
 PROVIDE TWO FEET OF PERVIOUS OVERHANG.
  
 4. SHOW ALL OF THE DRAINAGE PIPES AT THE EXISTING INLET
 THAT IS BEING USED.
  
 5. LIST VERTICAL DATUM ON THE ENGINEERING PLANS AND
 PROVIDE CONVERSION EQUATION TO NGVD1929.
  
 6. IDENTIFY THE ADDITIONAL LINES CONNECTED TO THE STORM
 MANHOLE ON THE SURVEY.
  
 7. ROOT BARRIERS WILL BE NEEDED BETWEEN LANDSCAPING AND
 UNDERGROUND UTILITIES.
  
 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.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
 ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. PROVIDE A COPY OF THE SFWMD ERP PERMIT PRIOR TO
 STARTING CONSTRUCTION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 11-13-2019 Cont ID  
Sent By vnoel Date 11-13-2019 Time 07:44 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2019-11-13 07:44:441. REPLAT WILL BE REQUIRED THROUGH ENGINEERING.
 2. IS THERE A CROSS-ACCESS AGREEMENT WITH BEST BUY?
 3. IS THERE AN EXISTING WATER SERVICE AT SOUTH END? IF
 NEW SERVICE PROPOSED, EXISTING WILL NEED TO BE CUT BACK
 TO MAIN.
 4. METER LOCATION WILL NEED TO BE APPROVED BY CUSTOMER
 SERVICE.
 5. MAINTENANCE AGREEMENT MAY BE REQUIRED FOR EXISTING
 TREES/TREE GRATES IN RIGHT-OF-WAY.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 11-12-2019 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2019-11-12 14:56:00***1ST REVIEW FROM TRAFFIC***
 *** REVISED TRAFFIC STUDY COMMENTS 2019-11-13****
  
 SITE PLAN COMMENTS:
 5. PROVIDE BICYCLE LANES ON EXECUTIVE CENTER DRIVE.
 6. PROVIDE MEDIAN PEDESTRIAN REFUGE ISLAND AND
 CROSSWALK ACROSS EXECUTIVE CENTER DRIVE JUST NORTH OF
 THE SOUTHERN DRIVEWAY.
 7. PROVIDE PEDESTRIAN CONNECTION ALONG THE NORTHERN
 BOUNDARY OF PARCEL 1 TO CONNECT TO THE RETAIL, AND
 CONNECT THE EXISTING SIDEWALK WHICH RUNS ALONG THE
 SOUTHWEST PERIMETER OF THE EXISTING CONVENIENT STORE
 BUILDING TO THIS PEDESTRIAN CONNECTION.
 8. DIMENSION THE SIDEWALK WIDTH.
 9. INCLUDE THE REQUIRED BICYCLE PARKING ON THE SITE
 DATA TABLE AND SITE PLAN.
 10. REDUCE THE WIDTH OF THE ONE-WAY DRIVEWAY FROM
 EXECUTIVE CENTER DRIVE TO 12 FEET AT THE ENTRANCE.
 11. CONSIDER CONVERTING THE 18-FOOT ONE-WAY INTERNAL
 DRIVE AISLE NEAR THE DUMPSTER TO 20-FOOT TWO-WAY DRIVE
 AISLE FOR INTERNAL CIRCULATION. STRAIGHTEN THIS DRIVE
 AISLE AND PROVIDE STOP BAR, STOP SIGNS, RIGHT-TURN ONLY
 SIGNS, AND ONE-WAY SIGNS AS APPRECIATE TO CLARIFY
 VEHICULAR MOVEMENTS AROUND THIS AREA.
 12. PROVIDE AUTOTURN PATHS FOR GARBAGE TRUCKS.
 13. SHOW FULL RIGHT-OF-WAY WIDTH AND RIGHT-OF-WAY WIDTH
 FROM CENTERLINE.
  
 REVISED TRAFFIC COMMENTS:
 14. PROVIDE COUNTY TPS LETTER.
 15. THE EXISTING RESTAURANT APPEARS TO BE ABANDONED FOR
 MANY YEARS. PLEASE PROVIDE EVIDENCE (E.G. EVIDENCE OF
 ACTIVE FOOD SERVICE LICENSE) THAT THE RESTAURANT IS
 OPERATIONAL WITHIN THE PAST 5 YEARS, OR REMOVE IT FROM
 THE EXISTING TRIP CREDIT.
 16. PROVIDE INTERSECTION ANALYSIS AT PALM BEACH LAKES
 BOULEVARD/EXECUTIVE CENTER DRIVE, AND INCLUDE 95TH
 PERCENTILE QUEUE LENGTHS FOR NORTHBOUND AND EASTBOUND
 MOVEMENTS.
 17. PLEASE REVISE THE NUMBER OF LANES FOR EXECUTIVE
 CENTER DRIVE, WHICH IS A 2-LANE ROADWAY, IN TABLE 2.
 18. PLEASE REVISE THE DESCRIPTION OF DRIVEWAYS IN THE
 TRAFFIC STATEMENT, E.G. ?EXISTING RIGHT-IN/RIGHT-OUT
 DRIVEWAY ON EXECUTIVE CENTER DRIVE? AND ?RIGHT-OUT ONLY
 DRIVEWAY ON PALM BEACH LAKES BOULEVARD?.
 19. THE DRIVEWAY VOLUMES SHOWN IN FIGURE 2 DOES NOT
 APPEAR TO INCLUDE BEST BUY TRAFFIC VOLUMES. PLEASE
 REVISE.
  
  
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (IN-HOUSE ON TUESDAYS AND WEDNESDAYS)
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 11-08-2019 Cont ID  
Sent By rrossano Date 11-08-2019 Time   Rev Time 4.00
Received By rrossano Date 11-08-2019 Time   Sent To  
Notes
2019-11-08 10:20:42PLEASE SEE COMMENTS UNDER ENG - PPRC.
Review Stop Z ZONING
Rev No 1 Status F Date 11-13-2019 Cont ID  
Sent By eschneid Date 11-13-2019 Time 12:45 Rev Time 0.00
Received By eschneid Date 11-13-2019 Time 12:45 Sent To  
Notes
2019-11-13 12:45:39CASE NO. PB 1060LL
 PALM BEACH LAKES RETAIL CENTER
 1840 PALM BEACH LAKES BOULEVARD
  
 - CONTACT ERIC SCHNEIDER @ (561) 822-1446
  
 - PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 - WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF ELEVEN
 (11) PAPER COPIES AND AN ELECTRONIC COPY IN .PNG FORMAT
 OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
 RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
 TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 - THE PPRC COMMENTS SHALL BE SUFFICIENTLY ADDRESSED AND
 SUBMITTED TO THE PLANNING DIVISION BY 5 PM ON MONDAY
 DECEMBER 2, 2019, TO BE ELIGIBLE TO BE SCHEDULED FOR
 THE JANUARY 21, 2020 PLANNING BOARD MEETING.
  
 - PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
 RECEIVED A RESPONSE TO THE PPRC COMMENTS WITHIN 60 DAYS
 FROM THE DATE OF THESE COMMENTS/THE PPRC MEETING (BY
 JANUARY 13, 2020), THE CASE SHALL BE CONSIDERED
 WITHDRAWN. ANY FURTHER ACTION SHALL REQUIRE A NEW
 DEVELOPMENT APPLICATION.
  
 - 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% OF THE ORIGINAL APPLICATION FEE ($600).
  
 - PUBLIC HEARING NOTIFICATION SIGNAGE SHALL BE POSTED
 IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION
 94-39(I)(5) OF THE ZONING AND LAND DEVELOPMENT
 REGULATIONS.
  
 1) THE EXISTING GAS STATION AND CHINESE RESTAURANT ARE
 PART OF WHAT WAS PARCEL 3 OF THE PALM BEACH LAKES INN
 AND GOLF COURSE CPD AND COVERED BY ORDINANCE NO.
 2622-93. PLEASE PROVIDE A RESPONSE TO THE CONDITIONS
 LISTED IN SECTION 5, SUBSECTIONS 3, 7, 8 AND 9 OF
 ORDINANCE NO. 2622-93.
  
 2) EVEN THOUGH THE TRAFFIC STATEMENT FOR THE
 REDEVELOPMENT SHOWS A REDUCTION IN TRIPS FOR THE
 MAJORITY OF THE TESTED TIME FRAMES, YOU ARE STILL
 REQUIRED TO SUBMIT AN APPROVED TRAFFIC PERFORMANCE
 STANDARDS LETTER FROM PALM BEACH COUNTY ENGINEERING.
 THE LETTER IS REQUIRED PRIOR TO SCHEDULING FOR PLANNING
 BOARD.
  
 3) THE CITY REQUIRES THAT THE APPLICANT PAY FOR POSTAGE
 FOR THE MAILERS. THE PROVIDED ENVELOPES DID NOT INCLUDE
 POSTAGE. YOU ARE REQUIRED TO PROVIDE POSTAGE ON THE 16
 ENVELOPES VIA FOREVER STAMPS.
  
 4) THE CROSS ACCESS POINT NEEDS TO BE CONSTRUCTED TO
 THE PROPERTY LINE SO THAT WHEN THE BRANDSMART SITE IS
 REDEVELOPED, THEIR SIDE OF THE DRIVE CAN BE DIRECTLY
 TIED IN TO THE CONNECTION. THE LANDSCAPE NEEDS TO BE
 ADJUSTED ACCORDINGLY.
  
 5) THE CONCEPTUAL ENGINEERING PLAN SHOWS THE PROPOSED
 CONTROL STRUCTURE AND OUTFALL PIPE WITHIN THE LANDSCAPE
 BUFFER. THIS NEEDS TO BE RELOCATED TO UNDERNEATH THE
 ENTRY DRIVE WITH THE CONNECTION TO THE EXISTING
 DRAINAGE INLET PERPENDICULAR TO THE LANDSCAPE BUFFER SO
 THAT THE LANDSCAPE BUFFER IMPACT IS AS MINIMAL AS
 POSSIBLE.
  
 6) PLEASE DESCRIBE HOW THE CAR WASH WILL FUNCTION. IS
 IT SELF-DRIVEN, ATTENDANT DRIVEN, OR DRIVERLESS (I.E.
 TOWED THROUGH)? STAFF HAS CONCERNS WITH THE 24 FOOT
 STACKING DISTANCE AT THE END OF THE CAR WASH. THERE ARE
 TIMES WHEN THERE IS A HIGH VOLUME OF TRAFFIC EXITING
 BEST BUY AND ENTERING THE SITE. IF THERE IS A DELAY IN
 MOVING ON FROM THE END OF THE CAR WASH, HOW WILL CARS
 THAT ARE FOLLOWING NOT REAR END THE ONE AT THE STOP
 SIGN?
  
 7) THE CARWASH EXIT DRIVE CURBING NEEDS TO BE
 CHANNELIZED BETTER TO PREVENT INBOUND VEHICLES FROM
 ACCIDENTALLY ENTERING THE CAR WASH EXIT.
  
 8) IS FREESTANDING SIGNAGE PROPOSED FOR THE RETAIL/CAR
 WASH PARCEL?
  
 9) THE CITY'S SANITATION DEPARTMENT NEEDS TO VERIFY
 THAT THEY CAN PICK UP THE RELOCATED DUMPSTERS WITH THE
 NEW ORIENTATION. PLEASE NOTE THAT THE DUMPSTER
 ENCLOSURES DO NOT MEET THE MINIMUM CITY STANDARDS.
  
 10) THE REQUIRED PARKING SPACE TOTAL IS INCORRECT. 44
 PARKING SPACES ARE REQUIRED.
  
 11) THE MINIMUM LANDSCAPE AND OPEN SPACE CALCULATIONS
 ON THE SITE DATA TABLE DO NOT SEEM TO BE CORRECT.
 PLEASE VERIFY THE NUMBERS.
  
 12) TURN OFF THE TREE DISPOSITION LAYER ON THE SITE
 PLAN. THIS NEEDS TO BE SHOWN ON A SEPARATE PLAN AS IT
 IMPEDES THE READABILITY OF THE SITE PLAN.
  
 13) ARE THERE USES THAT ARE BEING PROHIBITED FROM WHAT
 IS PERMITTED UNDER THE GC ZONING? IF NOT, THEN A USE
 TABLE IS NOT PERMITTED. NOTE: A DISCUSSION NEEDS TO
 TAKE PLACE ON THE PXR AND SB USES RELATING TO THE
 ADDITIONAL STANDARDS.
  
 14) THE VACUUM EQUIPMENT NEEDS TO BE SCREENED BY AN
 OPAQUE FENCE AND HEDGE FOR ITS FULL HEIGHT.
  
 15) PROVIDE DETAILS (OR PHOTO) OF THE VACUUM STATION.
  
 16) THE WAVE BICYCLE RACK IS NOT PERMITTED IN THE CITY.
 STAFF WAS UNABLE TO LOCATE THE BICYCLE RACK LOCATION
 FOR THE NEW BUILDING. PAD SIZE AND DIMENSIONS ARE
 REQUIRED ON A DETAIL AS WELL AS ON THE PLAN.
  
 17) THE RELOCATED BICYCLE RACK ON THE EXISTING SITE
 NEEDS TO BE REPLACED WITH A CODE COMPLIANT MODEL AND
 DETAILS PROVIDED.
  
 18) PLEASE CONSIDER USING A PERVIOUS PAVEMENT
 UNDERNEATH THE VACUUM AREA PARKING SPOTS.
  
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