Plan Review Details - Project Z23050016
Plan Review Stops For Project Z23050016
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 07-19-2023 Cont ID  
Sent By swelter Date 07-19-2023 Time 10:19 Rev Time 0.00
Received By swelter Date 07-19-2023 Time 10:35 Sent To  
Notes
2023-07-19 10:26:36 
  
 PER THE PUBLIC ART ORDINANCE THIS DEVELOPMENT IS
 SUBJECT TO THE PUBLIC ART REQUIREMENT. CONTACT SYBILLE
 WELTER AT [email protected] TO REVIEW THE REQUIREMENTS
 AND FOR AN ART ASSESSMENT APPLICATION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 06-07-2023 Cont ID  
Sent By rbrown Date 06-07-2023 Time 16:49 Rev Time 0.00
Received By rbrown Date 06-07-2023 Time 16:47 Sent To  
Notes
2023-06-07 17:01:01DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS
 SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
 REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
 COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
 OR BY EMAIL: [email protected]
  
 3. ACCESSIBLE ROUTE. SHEET C-301, SITE PLAN, SHOWS THE
 ONLY WHEELCHAIR ACCESSIBLE ROUTE FROM THE OKEECHOBEE
 BLVD SIDEWALK REQUIRES THE CUSTOMER TO TRAVEL NORTH TO
 THE BACK OF THE LOT, ENTERING THE PROPERTY AT THE
 NORTH-WEST CORNER ONLY TO THEN HAVE TO TRAVEL BACK
 SOUTH AGAIN TO GET TO THE CONVENIENCE STORRE ENTRANCE
 WHICH IS IN THE MIDDLE OF THE LOT. RECOMMENDATION:
 CONSIDER CONNECTING THE SOUTH-WEST CORNER OF THE
 CONVENIENCE STORE BUILDING TO THE SPENCER DR SIDEWALK
 WITH AN ACCESSIBLE CROSSWALK PERPENDICULAR TO THE
 SPENCER DR SIDEWALK AND GOING STRAIGHT TO THE
 CONVENIENCE STORE. WHEN SUBMITTED FOR PERMIT, THE PLANS
 SHALL SHOW AT LEAST ONE ACCESSIBLE ROUTE, COMPLYING
 WITH SECTIONS 206.2 AND 402.2 OF FLORIDA ACCESSIBILITY
 CODE, FROM THE PUBLIC RIGHT-OF-WAY TO ALL ACCESSIBLE
 BUILDING OR FACILITY ENTRANCES.
  
 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. GREASE/PETROLEUM INTERCEPTOR. A GREASE/PETROLEUM
 INTERCEPTOR WILL BE REQUIRED. FOR INFORMATION ON THE
 REQUIRED TYPE, SIZE AND LOCATION, PLEASE CONTACT RYAN
 BROWN, CHIEF PLUMBING INSPECTOR, DEVELOPMENT SERVICES
 DEPARTMENT, AT (561) 805-6692, OR BY EMAIL:
 [email protected]
  
 6. 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,
 BACKFLOW PREVENTERS, GREASE INTERCEPTORS, SITE
 LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 7. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES. THE CONTRACTOR SHALL SUBMIT A
 CONSTRUCTION PARKING PLAN TO THE ENGINEERING SERVICES
 DEPARTMENT.
  
 8. 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.
  
 9. 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]
  
 10. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART LIFE ASSESSMENT UNDER THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES (AIPP) PROGRAM. 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 2 Status F Date 07-28-2023 Cont ID  
Sent By lquinone Date 07-28-2023 Time 10:49 Rev Time 0.00
Received By lquinone Date 07-28-2023 Time 10:49 Sent To  
Notes
2023-07-28 10:49:47COMMENTS FROM LINDA M. QUINONES- CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES AT 561-494-1085
 [email protected]
 O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS
 DATA.
  
  
 WATER/WASTEWATER PLAN:
 O PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 O PROVIDE FIRE FLOW TEST DATA.
 O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE
 (CONDITION OF SITE PLAN APPROVAL).
 O ADD NOTE TO PLANS SPECIFYING CITY???S DOWNSTREAM LIFT
 STATION NUMBER.
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By lquinone Date 06-08-2023 Time 13:30 Rev Time 0.00
Received By lquinone Date 06-08-2023 Time 13:30 Sent To  
Notes
2023-06-08 13:30:56Z23050016 ??? REVIEW COMMENTS ??? 1ST REVIEW
  
 COMMENTS FROM LINDA M. QUINONES- CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES AT 561-494-1085
 [email protected]
 GENERAL:
 O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 O 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. PLEASE SEE
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK
 BELOW:
 A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP
 B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL
 L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97
 B1960045731D3658206F27451722716EF
 B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
 C. ALSO SEE: 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. IN GENERAL,
 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.
 O 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, REFER TO THE LINK BELOW:
 A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU
 BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL
 O 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 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS
 DATA.
  
 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.
  
 WATER/WASTEWATER PLAN:
 O PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS.
 O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, INCLUDING STUBS TO EACH
 PROPERTY LINE FOR WATER AND SANITARY SEWERS, THE MAKE
 AND MODEL OF ALL VALVES, POTABLE AND IRRIGATION METERS,
 BACKFLOWS, FIRE HYDRANTS AND FDCS, AND OTHER 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.
 O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR
 SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW.
 O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN
 VIEW FOR ALL SANITARY AND STORM SEWERS.
 O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL.
 O PLAN VIEW SHALL SHOW ALL EXISTING AND PROPOSED
 UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER OPTIC,
 ELECTRIC, GAS, AND CABLEVISION & TELECOMMUNICATION
 FACILITIES INCLUDING PIPE SIZE AND MATERIAL LOCATED IN
 THE RIGHT-OF-WAY.
 O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
 DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. PLEASE
 INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND
 MATERIAL LOCATED IN THE RIGHT-OF-WAY.
 O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). 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.
 O PROVIDE FIRE FLOW TEST DATA.
 O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE
 (CONDITION OF SITE PLAN APPROVAL).
 O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL
 BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY
 PROPOSED LENGTH IN FEET.
 O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE
 JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET.
 O ADD NOTE TO PLANS SPECIFYING CITY???S DOWNSTREAM LIFT
 STATION NUMBER.
 O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE.
 O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE
 TRAPS (IF ANY).
 O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN
 OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER.
  
 FORMAL ENGINEERING REVIEW:
 O FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND NPDES
 NOI REQUIREMENTS WILL BE ENFORCED.
 - AN NOI IS REQUIRED FOR PROJECTS THAT:
 - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS
 THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF
 DEVELOPMENT OR SALE;
 - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE
 STATE OR TO SURFACE WATERS OF THE STATE THROUGH A
 MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
 - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF
 CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION
 THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL
 SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT
 OF THE 10-2 CERTIFICATION.
 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.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE
 BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES.
 O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE
 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
 PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER
 CITY OF WPB STANDARD DETAIL GC-8.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
 QUESTIONS AND COORDINATION CONTACTS:
 O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH
 CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF
 BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT
 561-822-2262 OR [email protected]
 O MIKE TECHNOW, PROJECT ENGINEER, PUBLIC UTILITIES
 DEPARTMENT AT 561-494-1047 OR [email protected]
 O TRACY WARD, SR. STORMWATER ENGINEER, ENGINEERING
 SERVICES DEPT. AT 561-494-1120 OR [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 07-26-2023 Cont ID  
Sent By pleduc Date 07-26-2023 Time   Rev Time 0.00
Received By pleduc Date 07-26-2023 Time 08:32 Sent To  
Notes
2023-07-26 08:32:39FIRE HAS NO OBJECTIONS TO THE PROPOSED AND APPROVES.
  
 FIRE'S APPROVAL OF THIS SUBMITTED PROJECT MAY NOT
 CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 IF APPLICABLE, 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 FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 06-01-2023 Cont ID  
Sent By pleduc Date 06-01-2023 Time   Rev Time 0.00
Received By pleduc Date 06-01-2023 Time 12:19 Sent To  
Notes
2023-06-01 12:27:12THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE DEPARTMENT.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT. THE FOLLOWING COMMENTS ARE INTENDED
 TO PROVIDE GUIDANCE FOR BUILDING PLAN SUBMITTAL.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING(S) SHALL COMPLY
 WITH THE 7TH EDITION OF THE FLORIDA FIRE PREVENTION
 CODE, INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE
 CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE PER THE FLORIDA FIRE PREVENTION CODE.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED, AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. ALL EXISTING AND, IF APPLICABLE, NEW FIRE HYDRANTS
 PLANNED FOR THIS PROJECT SHALL BE CLEARLY INDICATED AND
 IDENTIFIED ON THE PLAN AND CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION.
  
 THERE IS A FIRE HYDRANT LOCATED ON THE CORNER OF
 SPENCER DR. & OKEECHOBEE BLVD AND THE LOCATION IS
 ACCEPTABLE.
  
 9. COMPLETE LIFE SAFETY PLANS FOR THE OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, EXIT SEPARATION DISTANCES, COMMON PATHS OF
 TRAVEL, DEAD-END CORRIDORS, EXIT SIGNS, EMERGENCY
 LIGHTING, EXITS LEADING TO A PUBLIC WAY, FIRE
 EXTINGUISHER LOCATIONS, AND ALL FIRE SAFETY FEATURES
 AND EQUIPMENT.
  
 10. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 11. TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT SYSTEMS.
  
 NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY
 RADIO ENHANCEMENT SERVICES.
 11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM
 RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT
 COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL
 DETERMINED BY THE AHJ.
  
 PENDING FIRE DEPARTMENT PORTABLE RADIO TESTING RESULTS
 AND FOUND TO BE UNACCEPTABLE, CONTACT WILL NEED TO BE
 MADE TO KEN DECKER, PALM BEACH COUNTY PUBLIC SAFETY
 RADIO SYSTEMS MANAGER, [email protected],
 561-233-0837; FOR HIS TESTING AS OUR RADIOS OPERATE ON
 THEIR SYSTEM, FOR DETAILED RADIO FREQUENCY AND
 INSTALLATION INSTRUCTIONS.
  
 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
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Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By relizond Date 06-08-2023 Time 08:30 Rev Time 0.00
Received By relizond Date 06-08-2023 Time 08:26 Sent To  
Notes
2023-06-08 08:30:35-EXISTING UTILITIES ARE NOT LEGIBLY SHOWN. ENSURE ALL
 EXISTING UTILITES AND THEIR APPURTENANCES ARE CLEARLY
 SHOWN.
 -EXISTING METER BOX AND CLEANOUTS MUST BE ADJUSTED SO
 THAT THEY ARE FLUSH WITH THE FINAL GRADE
 -CITY RECORDS INDICATE A SECOND WATER SERVICE FOR THE
 PROJECT SCOPE. VERIFY TO ENSURE THAT ALL EXISTING
 SERVICES THAT ARE NOT TO BE REUSED BE CUT AND CAPPED AT
 THE MAIN.
 -PBCHD PERMIT WILL BE REQUIRED FOR THE ON-SITE WATER
 SERVICE
 -PROVIDE A LEGEND
 -REPLACE SIDEWALK THAT MAY BE DISTURBED DURING
 CONNECTIONS TO EXISTING UTILITIES APPURTENANCES
 -DENOTE THE LIFT STATION THAT SERVES THE AREA OF THE
 PROJECT SCOPE.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 06-05-2023 Cont ID  
Sent By mhurley Date 06-05-2023 Time 10:22 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-06-05 10:22:46PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -ADD WATER AND SEWER DEMAND CALCULATIONS TO UTILITY
 PLAN SHEET C501.
 -SHOW AND LABEL BACKFLOW ASSEMBLY ON UTILITY PLAN.
 -EXISTING DOMESTIC WATER METER SIZE IS 2 INCH. IS SIZE
 SUFFICIENT?
 -UTILITY BILLING SYSTEM SHOWS 2 INCH FIRELINE WATER
 SERVICE AT PROPERTY. PLEASE SHOW AND LABEL IT ON PLANS.
 ALSO INDICATE IF EXISTING BUILDING HAS FIRE SPRINKLERS
 AND IF NEW BUILDING WILL NEED FIRE SPRINKLERS.
 -SURVEY SHOWS WATER PUMP NEAR WEST PROPERTY LINE.
 PLEASE INDICATE WHAT IT IS USED FOR AND IF IT IS
 CONNECTED TO A WELL. IF IT WILL REMAIN, SHOW AND LABEL
 IT ON PLANS.
 -SHOW UTILITIES ON LANDSCAPING PLAN SHEET C703. ENSURE
 NO LOCATION CONFLICTS BETWEEN PLANTS AND UTILITIES.
 -WILL IRRIGATION RUN OFF DOMESTIC WATER METER?
 -ANNUAL BACKFLOW TESTING IS SHOWING OVERDUE IN SYSTEM
 DESPITE MULTIPLE NOTICE LETTERS SENT. NEED LICENSED
 PLUMBER TO TEST IT BEFORE CONSTRUCTION STARTS.
 RESPECTFULLY,
 MARK HURLEY [email protected]
  
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 06-06-2023 Cont ID  
Sent By jbjoseph Date 06-06-2023 Time 15:47 Rev Time 0.00
Received By jbjoseph Date 06-06-2023 Time 15:46 Sent To  
Notes
2023-06-06 15:47:46PLEASE PROVIDE THE FOLLOWING:
  1. DUMPSTER ENCLOSURE DETAILS FOR SANITATION SERVICE
 (I.E. SOLID WASTE CONTAINER(S) TYPE, COLLECTION
 LOCATION, ETC.). 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
  2. PLEASE PROVIDE AN AUTOTURN PLAN. TRAVEL PATHS
 SHOULD BEGIN OUTSIDE THE SITE ILLUSTRATING THE TURN
 ONTO THE PRIMARY ENTRY ROAD/DRIVE, MANEUVERING AROUND
 THE SITE, AND COMPLETED WITH AN ILLUSTRATION
 DEMONSTRATING EXITING THE SITE.
  PATHS MUST ILLUSTRATE THE FULL VEHICLE SWEPT PATH
 (INCLUDING WHEEL TRACKS AND OUT-TO-OUT VEHICLE OVERHANG
 SWEEP) AND MUST INDICATE A CLEAR, UNOBSTRUCTED TRAVEL
 AROUND THE SITE WITHOUT IMPACT/COLLISIONS TO BUILDINGS,
 CURBS, LANDSCAPING, PARKING SPACES, VEHICLES, ETC???
  
  AUTOTURN EXHIBIT WITH DYNAMIC ENVELOPE AND THE
 VEHICLE'S WHEEL PATH IDENTIFIED WITH DIFFERENT COLORS
 FOR THE SANITATION SERVICE, FRONT LOADER TRUCK WITH THE
 FOLLOWING SPECS:
  - DUAL AXLES
  - TRUCK LENGTH: 35 FT
  - TIRE PATH WIDTH: 8FT
  - DYNAMIC ENVELOPE WIDTH: 11 FT
  - TURNING RADIUS:
  - SAE TURNING RADIUS: 325FT
  - CURB TO CURB DIAMETER: 74 FT
  - WALL TO WAII DIAMETER: 86 3FT
  
  
  BRUCELY A. JOSEPH
  PUBLIC WORKS PROGRAM MANAGER
  [email protected]
  561-494-1141
  
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 06-01-2023 Cont ID  
Sent By tward Date 06-01-2023 Time 19:21 Rev Time 0.00
Received By tward Date 06-01-2023 Time 19:22 Sent To  
Notes
2023-06-01 19:21:46THIS 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 PER CITY CODE IS
 NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF
 THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929
 IS PROVIDED. LIST THE CONVERSION EQUATION TO NGVD1929
 ON THE SURVEY. PROVIDE THE VERTICAL DATUM REFERENCE AND
 CONVERSION EQUATION TO NGVD1929 ON EVERY DRAWING WITH
 ELEVATION INFORMATION.
  
 2. EXISTING STORM PIPE FROM PROPOSED CONTROL STRUCTURE
 APPEARS TO BE MISLABELED AS 10-INCH RCP. SPENCER DRIVE
 AS-BUILT PLANS LABEL THE PIPE AS 24-INCH RCP.
  
 3. NUMBER THE STRUCTURES FOR EASE OF REFERENCE.
  
 4. OKEECHOBEE BLVD IS MAINTAINED BY FDOT. ANY
 IMPROVEMENTS IN THE RIGHT OF WAY TO BE APPROVED AND
 PERMITTED BY FDOT.
  
 5. REPLACE EXISTING DROP CURBS AND DRIVEWAY APRONS THAT
 WILL NOT BE USED WITH TYPE F CURB AND GUTTER AND ADA
 COMPATIBLE SIDEWALK.
  
 6. DO NOT SHOW THE CURBS, ON THE SIDES OF THE DRIVEWAY
 APRONS, CROSSING THE EXISTING SIDEWALK.
  
 7. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA.
  
 8. PROVIDE THE FOLLOWING DETAILS:
 A. DRAINAGE CONTROL STRUCTURE. NOTE THE CITY DOES NOT
 ALLOW THE USE OF BLEEDERS WITH EXFILTRATION TRENCH
 SYSTEMS.
 B. EXFILTRATION TRENCH. LABEL TOP AND BOTTOM
 ELEVATIONS, TRENCH WIDTH, WET SEASON WATER TABLE
 ELEVATION.
 C. POLLUTION RETARDANT BAFFLE
 D. CITY'S DRIVEWAY DETAIL(S)
 E. CITY'S SIDEWALK DETAIL
 F. CITY'S CURB AND GUTTER DETAILS
  
 9. PARKING SPACE STRIPING AND DIMENSIONS TO MEET CITY
 CODE SECTION 94-485.
  
 10. IS A STOP BAR AND STOP SIGN NEEDED AT THE SPENCER
 DRIVE DRIVEWAY AHEAD OF THE SIDEWALK?
  
 11. PROVIDE THE FOLLOWING CROSS SECTIONS. LABEL
 PROPERTY LINES / RIGHT OF WAY LINES, SURFACE FEATURES,
 NAMES OF RIGHTS OF WAY. SHOW BREAK POINTS AND GENERAL
 SURFACE SLOPES. PROVIDE DIMENSIONS FROM RIGHT OF WAY OR
 PROPERTY LINE TO EDGE OF PAVEMENT, TO BACK OF CURB, TO
 BACK OF SIDEWALK, TO SURFACE BREAK POINTS.
 A. OKEECHOBEE DRIVE DRIVEWAY FROM EDGE OF PAVEMENT TO 5
 FEET BEYOND THE HIGH POINT OF THE DRIVEWAY.
 B. AT SOUTH AND EAST SIDES OF THE BUILDING FROM EDGE OF
 PAVEMENT OF THE ROAD TO THE FACE OF THE BUILDING.
 C. AT WEST AND NORTH PROPERTY LINES FROM THE PROPERTY
 LINE TO THE FACE OF THE BUILDING. LABEL THE BOTTOM
 WIDTH AND SIDE SLOPES OF THE DETENTION AREA.
  
 12. SHOW UTILITIES ON THE LANDSCAPE PLANS.
  
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. STORMWATER CALCULATIONS WILL BE REVIEWED WITH THE
 ENGINEERING PERMIT SUBMITTAL.
  
 2. PROVIDE COPY OF SFWMD ERP BEFORE START OF
 CONSTRUCTION.
  
 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE
 ENGINEERING PERMIT SUBMITTAL.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2023-06-08 09:50:351. ADD CONVERSION TO NGVD-29 ON SURVEY AND ENGINEERING
 PLANS.
 2. NEED UNITY OF TITLE FOR THE 3 PARCELS. APPLICATION
 IS MADE THRU ENGINEERING.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 06-22-2023 Cont ID  
Sent By   Date 06-22-2023 Time   Rev Time  
Received By   Date 06-22-2023 Time   Sent To  
Notes
2023-06-22 03:57:35TRAFFIC COMMENTS
 1) PROVIDE COUNTY TPS LETTER, ONCE RECEIVED
 2) PROVIDE FDOT ACCESS LETTER
  
 SITE COMMENTS
 3) INSTALL STOP BAR AND SIGN AT THE SPENCER DR DRIVEWAY
 4) WHY IS THE NORTHERN ADA STALL PLACED AT THAT
 LOCATION? CONSIDER RELOCATING IT ON THE OPPOSITE SIDE
 NEAR A BUILDING ENTRANCE. OTHERWISE, PLEASE SET THE
 CROSSWALK PERPENDICULAR TO THE DRIVE AISLE
 5) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND FUEL
 TANKER DRIVING IN AND OUT OF THE PROPOSED DEVELOPMENT
 WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL PATHS CLEARLY
 DISTINCT AND DEFINED IN DIFFERENT COLORS. PLEASE
 PROVIDE DOCUMENT NAME AND/OR SHEET NUMBER
 6) IDENTIFY AND DESIGNATE AN EASILY ACCESSIBLE
 MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20 FEET) AND
 PROVIDE BASIC ELECTRIFICATION READINESS WITH THE
 FOLLOWING SPECS: A CONDUIT (2-INCH SCHEDULE 40 PVC) TO
 THE POWER SOURCE WITH AN ELECTRICAL PULL BOX (240V /
 10,000W CIRCUIT). PLEASE INSERT THIS FEATURE IN THE
 T-1.0 OR T1.1 SITE PLAN
 7) ARE THERE ANY BUS STOPS BEING IMPACTED?
 8) PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE REFER
 TO CITY CODE 86-246 FOR DETAILS
 9) BOTH DRIVEWAYS ARE TOO WIDE. INSTALL A DIVIDER
 ISLAND, WHICH COULD BE EITHER MOUNTABLE OR PAINTED WITH
 CROSS-HATCHED PATTERNS, SO TO REDUCE THE WIDTH OF EACH
 DRIVEWAY LANE TO 12-FEET
 10) AT THE SPENCER DR DRIVEWAY, ALSO INSTALL
 CROSS-HATCHED MARKINGS ON THE NORTHERN SIDE, SO TO
 VISUALLY PROVIDE A STRAIGHT DRIVEWAY THROAT
 11)ASSUMING ONE-WAY DIRECTIONALITY AND THE DEPICTED
 40-FEET LONG CROSS-HATCHED ELEMENT BEING A TRAFFIC
 DIVIDER, INSTALL DO-NOT-ENTER SIGNS AT THE EXIT OF THE
 ATM MACHINE DRIVE AREA
 VALERIO ORICCHIO
  
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 06-05-2023 Cont ID  
Sent By jlswaby Date 06-05-2023 Time 11:05 Rev Time 0.00
Received By jlswaby Date 06-05-2023 Time 11:05 Sent To  
Notes
2023-06-02 16:33:20- 7. HEIGHT, SIZE AND LOCATION OF ALL FREESTANDING
 SIGNS AND OTHER ACCESSORY STRUCTURES.
 - PROVIDE SIGNAGE DETAILS PAGE TO INCLUDE ALL PROPOSED
 SIGNS (DIRECTIONAL SIGNS, STOP SIGNS, PUMP STATION
 SIGNS, WALL SIGNS, ETC.)
 - PROVIDE DETAIL OF PUMP STATION.
 - EACH DISABLED PARKING SPACE SHALL BE PROMINENTLY
 OUTLINED WITH PAINT AND POSTED WITH A PERMANENT SIGN OF
 COLOR AND DESIGN APPROVED BY THE STATE DEPARTMENT OF
 TRANSPORTATION. THE SIGN SHALL CONTAIN THE
 INTERNATIONALLY ACCEPTED WHEELCHAIR SYMBOL AND THE
 CAPTION "PARKING BY DISABLED PERMIT ONLY."
 - PROVIDE ADA PARKING DIMENSION
 - ADA CROSSING SHOULD BE STRIPED.
 - NUMBER OF ADA AND BICYCLE SPACES PROVIDED IS BASED ON
 MINIMUM REQUIRED FOR ACCESSORY STORE USE ONLY. UPDATE
 TABLE TO REFLECT AMOUNT REQUIRED BASED ON PROPOSED
 SPACES. (UNDER PARKING CODES)
 - 14. INDICATE LOCATION, HEIGHT AND INTENSITY OF ALL
 OUTDOOR ILLUMINATION (PROVIDE PHOTOMETRIC PLAN FOR
 ENTIRE SITE)
 - 16. INDICATE EXISTING FIRE HYDRANT WITHIN 250 FEET OF
 PROPOSED STRUCTURE
 - 19. SCREENING INFO FOR TRASH ENCLOSURE
 - 22. LOCATION OF ALL PUBLIC PROPOSED ART.
 - ALL TREES ON SITE ARE NATIVE AND LISTED IN GOOD
 CONDITION. NATIVE TREES IN GOOD CONDITION MUST BE
 PRESERVED OR RELOCATED ON SITE. PLEASE CHANGE PLANS TO
 MEET THIS REQUIREMENT OR PROVIDE AN ARBORIST REPORT
 GIVING REASON FOR EACH TREE THAT CANNOT BE RELOCATED.
 - PER SEC.94.443.(C)(3)(A), EACH LANDSCAPED ISLAND
 SHALL CONTAIN AT LEAST ONE SHADE OR FLOWERING TREE PER
 ROW OF PARKING. THE TERMINAL ISLANDS NE AND SE OF THE
 BUILDING REQUIRE 2 CANOPY TREES.
  
  
 SECTION 94-273 (12) (B) EXTRA REQUIREMENTS FOR SPECIAL
 USE
 - SITE DATA TABLE HAS GC (GENERAL COMMERCIAL)
 REQUIREMENTS WHICH DIFFER FROM SB (SPECIAL USE CLASS B)
 REQUIREMENTS. UPDATE TABLE. I.E. REQ SITE AREA, REQ LOT
 WIDTH.
 - (5) DISCONTINUED USE (SECTION TO BE NOTED ON PLANS)
  
 JERMAINE SWABY
 SENIOR PLANNER
 561-822-1431
 [email protected]
  
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