Plan Review Details - Project Z22080021
Plan Review Stops For Project Z22080021
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 09-07-2022 Cont ID  
Sent By rbrown Date 09-07-2022 Time 16:36 Rev Time 0.00
Received By rbrown Date 09-07-2022 Time 16:36 Sent To  
Notes
2022-09-07 16:38:49DEVELOPMENT 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. 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. UNITY OF TITLE. FOR ANY BUILDING CROSSING A PROPERTY
 LINE, EITHER A RECORDED UNITY OF TITLE, OR SOME OTHER
 APPROVED LEGAL INSTRUMENT, SHALL BE INCLUDED WITH THE
 PERMIT APPLICATION, OR THE BUILDING MUST HAVE A FIRE
 WALL ALONG THE PROPERTY LINE, PER SECTION 202 OF
 FLORIDA BUILDING CODE, BUILDING, FIRE SEPARATION
 DISTANCE.
  
 4. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, SITE LIGHTING, SITE LANDSCAPE, SITE
 IRRIGATION, ETC.
  
 5. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 6. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 02-13-2023 Cont ID  
Sent By rrossano Date 02-13-2023 Time   Rev Time 0.00
Received By rrossano Date 02-13-2023 Time   Sent To  
Notes
2023-02-13 16:30:50ON ENGINEERING SUBMITTAL REMOVE ABANDONED SANITARY
 LATERAL FROM ROW.
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 08-23-2022 Cont ID  
Sent By rrossano Date 08-23-2022 Time   Rev Time  
Received By rrossano Date 08-23-2022 Time   Sent To  
Notes
2022-08-23 14:45:44COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR,
 ENGINEERING SERVICES AT 561-494-1098 [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 3 Status P Date 03-17-2023 Cont ID  
Sent By pleduc Date 03-17-2023 Time   Rev Time 0.00
Received By pleduc Date 03-17-2023 Time 12:44 Sent To  
Notes
2023-03-17 12:44:433RD REVIEW RESPONSE
  
 AFTER A REVIEW OF THE PPRC RESPONSE PACKET FOR THIS
 PROJECT, THE PREVIOUSLY SUBMITTED FIRE PREVENTION
 BUREAU COMMENTS APPEAR TO HAVE BEEN ADDRESSED.
  
 HOWEVER, THE BUREAU'S APPROVAL OF THIS SUBMITTED
 PROJECT DOES NOT CONSTITUTE ITS FINAL REVIEW OR
 APPROVAL.
  
 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
 WEST PALM BEACH FIRE DEPARTMENT
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 02-13-2023 Cont ID  
Sent By pleduc Date 02-13-2023 Time   Rev Time 0.00
Received By pleduc Date 02-13-2023 Time 16:23 Sent To  
Notes
2023-02-13 16:24:022ND REVIEW RESPONSE
  
 AFTER A REVIEW OF THE PPRC RESPONSE PACKET FOR THIS
 PROJECT, THE PREVIOUSLY SUBMITTED FIRE PREVENTION
 BUREAU COMMENTS APPEAR TO HAVE BEEN ADDRESSED.
  
 HOWEVER, THE BUREAU'S APPROVAL OF THIS SUBMITTED
 PROJECT DOES NOT CONSTITUTE ITS FINAL REVIEW OR
 APPROVAL.
  
 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
 WEST PALM BEACH FIRE DEPARTMENT
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 08-29-2022 Cont ID  
Sent By pleduc Date 08-29-2022 Time   Rev Time 0.00
Received By pleduc Date 08-29-2022 Time 15:04 Sent To  
Notes
2022-08-29 15:04:55FIRE 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 L LANDSCAPING
Rev No 2 Status F Date 03-07-2023 Cont ID  
Sent By rcaranci Date 03-07-2023 Time 16:22 Rev Time 0.00
Received By rcaranci Date 03-07-2023 Time 16:22 Sent To  
Notes
2023-03-07 16:22:59FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: MINT ECO CAR WASH Z22080021
 MARCH 7, 2023
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. LANDSCAPING THAT CURRENTLY EXISTS ON THE
 SITE MAY BE NONCONFORMING TO CURRENT LANDSCAPE CODE
 REQUIREMENTS. BUFFERS ADJACENT TO RESIDENTIAL SHOULD BE
 REVIEWED TO ASSURE THEY ARE ADEQUATELY PROVIDING
 PROTECTION. PROVIDE INFORMATION ON HOW THIS WILL BE
 ADDRESSED TO SHOW HOW THE REQUIREMENTS FOR THE OVERALL
 SITE ARE MET. MUCH INFORMATION IS NOT SUPPLIED ON THE
 LANDSCAPE REQUIREMENTS CHART THAT MUST BE INCLUDED ON
 THE LANDSCAPE PLANS FOR THE SITE. STAFF WILL HAVE
 ADDITIONAL COMMENTS AS THE APPLICATION MOVES FORWARD.
  
 2. SATISFIED. CORRECT THE EXISTING TREE TABULAR CHART
 ON SHEET TD-1 TO SHOW THE MITIGATION REQUIRED FOR
 REMOVALS. MITIGATION REQUIRED CHART IS REDUNDANT.
  
  
 3. PARTIALLY SATISFIED. SECTION 94-448 (D)(3) REQUIRES
 NATIVE TREES IN GOOD CONDITION TO BE PRESERVED ON SITE
 OR RELOCATED. ANSI A 300 (PART 5) STANDARDS SPECIFY
 EXAMPLES OF SUITABILITY RATINGS OF GOOD, MODERATE, OR
 POOR FOR RELOCATION. PROVIDE AN ARBORIST REPORT SHOWING
 CONDITION AND RELOCATION POTENTIAL FOR THE FOR THE LIVE
 OAK TREE #303 PROPOSED TO BE REMOVED.
 MAGNOLIA TREES 307, 308, AND 309 ARE NATIVE SPECIES
 INDICTED AS BEING REMOVED AND ARE NOT INCLUDED IN THE
 ARBORIST REPORT.
  
  
 4. SATISFIED. PER SECTION 94-443 (C) (2) REQUIRES SHADE
 TREES. BUFFER TREES ARE PROPOSED THAT ARE NOT SHADE
 TREES AS DEFINED IN SECTION 94-611. UNLESS THERE IS A
 LIMITATION THAT CAN BE CITED SUCH AS OVERHEAD WIRES,
 SHADE TREES MUST BE PROVIDED IN ALL LANDSCAPE BUFFERS.
 FOXTAIL PALMS COUNT 3:1 TOWARD TREE SUBSTITUTION SO DO
 NOT MEET THE REQUIREMENT FOR THE 3 BUFFER TREES.
  
  
 5. SATISFIED. PROVIDE AN EXHIBIT SHOWING THE PARKING
 AREA SURFACE CALCULATIONS, PARKING SPACE AREAS AND
 LANDSCAPE AREAS PROVIDED TO DEMONSTRATE COMPLIANCE WITH
 SECTIONS 94-443 (C)(3) AND (4) FOR THE ENTIRE SITE.
 PROVIDE THE CALCULATIONS IN THE LANDSCAPE REQUIREMENT
 CHART. REFER TO FIGURE XIV-1. SHOW THE ACTUAL PROVIDED
 INTERIOR LANDSCAPE SQUARE FOOTAGE.
  
 6. SATISFIED. STAFF DOES NOT SUPPORT PLACEMENT OF THE 8
 FOOT WALL SET BACK 5 FEET FROM THE WEST PROPERTY LINE
 WITH LANDSCAPING ON THE OUTSIDE OF THE WALL. THIS WOULD
 CREATE ACCESS AND MAINTENANCE ISSUES WITH THE
 NEIGHBORING PROPERTY AND SHOULD BE PROPOSED AS CLOSE TO
 THE PROPERTY LINE AS POSSIBLE.
  
 ADDITIONAL COMMENTS 3/7/23:
  
 7. EAST PROPERTY LINE LENGTH MUST BE USED AS SHOWN ON
 THE SURVEY AND SITE PLAN, DRIVEWAY MAY NOT BE
 SUBTRACTED FROM THE MEASUREMENT. CORRECT ON CHART.
  
 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.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 09-07-2022 Cont ID  
Sent By rcaranci Date 09-07-2022 Time 15:43 Rev Time 0.00
Received By rcaranci Date 09-07-2022 Time 15:43 Sent To  
Notes
2022-09-07 15:43:43FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: MINT ECO CAR WASH Z22080021
 SEPTEMBER 7, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. LANDSCAPING THAT CURRENTLY EXISTS ON THE SITE MAY BE
 NONCONFORMING TO CURRENT LANDSCAPE CODE REQUIREMENTS.
 BUFFERS ADJACENT TO RESIDENTIAL SHOULD BE REVIEWED TO
 ASSURE THEY ARE ADEQUATELY PROVIDING PROTECTION.
 PROVIDE INFORMATION ON HOW THIS WILL BE ADDRESSED TO
 SHOW HOW THE REQUIREMENTS FOR THE OVERALL SITE ARE MET.
 MUCH INFORMATION IS NOT SUPPLIED ON THE LANDSCAPE
 REQUIREMENTS CHART THAT MUST BE INCLUDED ON THE
 LANDSCAPE PLANS FOR THE SITE. STAFF WILL HAVE
 ADDITIONAL COMMENTS AS THE APPLICATION MOVES FORWARD.
  
 2. CORRECT THE EXISTING TREE TABULAR CHART ON SHEET
 TD-1 TO SHOW THE MITIGATION REQUIRED FOR REMOVALS.
 MITIGATION REQUIRED CHART IS REDUNDANT.
  
 3. SECTION 94-448 (D)(3) REQUIRES NATIVE TREES IN GOOD
 CONDITION TO BE PRESERVED ON SITE OR RELOCATED. ANSI A
 300 (PART 5) STANDARDS SPECIFY EXAMPLES OF SUITABILITY
 RATINGS OF GOOD, MODERATE, OR POOR FOR RELOCATION.
 PROVIDE AN ARBORIST REPORT SHOWING CONDITION AND
 RELOCATION POTENTIAL FOR THE FOR THE LIVE OAK TREE #303
 PROPOSED TO BE REMOVED.
  
 4. PER SECTION 94-443 (C) (2) REQUIRES SHADE TREES.
 BUFFER TREES ARE PROPOSED THAT ARE NOT SHADE TREES AS
 DEFINED IN SECTION 94-611. UNLESS THERE IS A LIMITATION
 THAT CAN BE CITED SUCH AS OVERHEAD WIRES, SHADE TREES
 MUST BE PROVIDED IN ALL LANDSCAPE BUFFERS. FOXTAIL
 PALMS COUNT 3:1 TOWARD TREE SUBSTITUTION SO DO NOT MEET
 THE REQUIREMENT FOR THE 3 BUFFER TREES.
  
  
 5. PROVIDE AN EXHIBIT SHOWING THE PARKING AREA SURFACE
 CALCULATIONS, PARKING SPACE AREAS AND LANDSCAPE AREAS
 PROVIDED TO DEMONSTRATE COMPLIANCE WITH SECTIONS 94-443
 (C)(3) AND (4) FOR THE ENTIRE SITE. PROVIDE THE
 CALCULATIONS IN THE LANDSCAPE REQUIREMENT CHART. REFER
 TO FIGURE XIV-1. SHOW THE ACTUAL PROVIDED INTERIOR
 LANDSCAPE SQUARE FOOTAGE.
  
 6. STAFF DOES NOT SUPPORT PLACEMENT OF THE 8 FOOT WALL
 SET BACK 5 FEET FROM THE WEST PROPERTY LINE WITH
 LANDSCAPING ON THE OUTSIDE OF THE WALL. THIS WOULD
 CREATE ACCESS AND MAINTENANCE ISSUES WITH THE
 NEIGHBORING PROPERTY AND SHOULD BE PROPOSED AS CLOSE TO
 THE PROPERTY LINE AS POSSIBLE.
  
  
 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.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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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  
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***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 09-08-2022 Cont ID  
Sent By mtechnow Date 09-08-2022 Time 12:30 Rev Time 0.00
Received By mtechnow Date 09-08-2022 Time 12:28 Sent To  
Notes
2022-09-08 12:30:23-VERIFY THAT THERE ARE NO UTILITY IMPACTS WITH THE
 PROPOSED PLAN.
 -PLANS WILL BE APPROVED IF NO UTILITY WORK IS PROPOSED.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 2 Status P Date 02-14-2023 Cont ID  
Sent By mhurley Date 02-14-2023 Time 07:28 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-02-14 07:28:24ENGINEERING PLAN MAY REQUIRE REVISION AT ENGINEERING
 DEVELOPMENT SUBMITTAL.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 09-06-2022 Cont ID  
Sent By mhurley Date 09-06-2022 Time 17:02 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2022-09-06 17:01:57PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -SURVEY FOR 301 MALVERNE IS NOT SIGNED, SEALED, AND
 DATED.
 -VERIFY IF THERE ARE ANY EXISTING UTILITY EASEMENTS AT
 301 MALVERNE.
 -ON ENGINEERING PLANS SHOW AND LABEL EXISTING WATER AND
 SEWER SERVICE FOR 301 MALVERNE AND WHAT IS HAPPENING TO
 IT.
 -CANOPY IS REFERENCED ON SOME PLANS, BUT NOT SHOWN AND
 LABELED ON SITE PLAN.
 -HISTORIC PICTURES SHOW SOUTHERN BLVD. DRIVEWAY
 ENTRANCE BLOCKED WITH CHAIN AND SMALL SIGN SAYING ENTER
 ON OLIVE, BUT LP1, SP1, AND TD1 SHOW TURN ARROW INTO
 PROPERTY. WILL DRIVEWAY BE OPEN TO VEHICLE TRAFFIC?
 -SHOW AND LABEL EXISTING SEWER LATERAL AND CLEANOUT FOR
 316 SOUTHERN.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 03-21-2023 Cont ID  
Sent By   Date 03-21-2023 Time   Rev Time 0.00
Received By   Date 03-21-2023 Time   Sent To  
Notes
2023-03-22 15:14:00NO FURTHER COMMENTS FROM PUBLIC WORKS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 08-31-2022 Cont ID  
Sent By   Date 08-31-2022 Time   Rev Time  
Received By   Date 08-31-2022 Time   Sent To  
Notes
2022-08-31 12:12:11 
 PLEASE PROVIDE THE FOLLOWINGS:
 1- DUMPSTER ENCLOSURE DETAIL. FOR A FREESTANDING SITE
 DUMPSTER ENCLOSURE, THE ENCLOSURE SHALL COMPLY WITH THE
 LATEST REVISION OF CITY OF WEST PALM BEACH GENERAL
 CONSTRUCTION-GARBAGE ENCLOSURE STANDARD, GC-7. (LINK TO
 THE LATEST REVISION OF THE GC-7 DOCUMENT: HTTPS://WWW.W
 PB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3690/6376290604221000
 00)
 2- 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
 - 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
 3- IN CASE OF PROPOSING ADDITION OF ANY NEW CAN(S) IN
 THE CITY`S RIGHT-OF-WAY , THE LOCATION AND QUANTITY OF
 THE CAN(S) SHALL BE REVIEWED AND APPROVED BY PUBLIC
 WORKS DEPARTMENT AND THE CAN(S) SHALL BE TYPE, SIZE AND
 COLOR APPROVED BY PUBLIC WORKS DEPARTMENT. THE BUILDING
 MAINTENANCE IS RESPONSIBLE TO MAINTAIN AND SERVICE THE
 CAN(S).
 4- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
 CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
 STATUES [553.5041 F.S.].
 5- SIGNAGE PLAN. ALL STRIPING AND SIGNAGE SHALL COMPLY
 WITH THE LATEST CITY OF WEST PALM BEACH STANDARD
 DETAILS AND MEET THE M.U.T.C.D. LATEST EDITION.
 6- ALL PAVEMENT MARKING , SIGNING AND SIDEWALK DAMAGED
 DURING CONSTRUCTION SHALL BE RESTORED.
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 09-08-2022 Cont ID  
Sent By tward Date 09-08-2022 Time 13:12 Rev Time 0.00
Received By tward Date 09-08-2022 Time 13:13 Sent To  
Notes
2022-09-08 13:13:26SEE COMMENTS UNDER Z22080019.
  
 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 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status P Date 05-08-2023 Cont ID  
Sent By   Date 05-08-2023 Time   Rev Time 0.00
Received By   Date 05-08-2023 Time   Sent To  
Notes
2023-05-08 11:46:47TRAFFIC COMMENTS
 1) SATISFIED. SCHEDULE A METHODOLOGY MEETING TO DISCUSS
 AND SETUP A QUEUE ANALYSIS THAT PROPERLY CAPTURES THE
 EXISTING QUEUEING ISSUE AT THE FACILITY AND PROVIDES A
 BASELINE TO COMPARE WITH THE PROPOSED DEVELOPMENT.
 MOREOVER, AN INTERSECTION ANALYSIS OF OLIVE AND
 SOUTHERN BLVD MAY BE NEEDED AND DATA COLLECTION SHOULD
 BE PERFORMED DURING THE REAL PEAK HOUR AT THE FACILITY
 2) SATISFIED. PROVIDE COUNTY TPS LETTER
  
 SITE COMMENTS
 3) SATISFIED. PROVIDE A TRANSPORTATION SPECIFIC SITE
 PLAN FOR THE GROUND FLOOR. SHOWCASING TRANSPORTATION
 RELATED FEATURES (E.G. ROADWAY WIDTHS, DRIVING AISLES,
 PARKING STALLS, SIDEWALK, CURB, GUTTER, DRIVEWAY,
 GATES, CROSSWALKS, VISIBILITY TRIANGLE, CORNER &
 DRIVEWAY SEPARATION DISTANCES, SLOPES, ETC.) PROPERLY
 LABELED AND DIMENSIONED. THE SITE PLAN SHOULD BE NAMED
 T-1.0
 4) SATISFIED. IN THE T-1.0 SITE PLAN, PLEASE SHOWCASE
 BASIC CURB DETAILS (E.G. DRIVEWAY, CURB CUTS, PAVEMENT
 MARKINGS, PARKING STALLS, ETC.) ON THE OPPOSITE SIDE OF
 THE ROADS SURROUNDING THE PROPOSED DEVELOPMENT
 5) SATISFIED. PROVIDE A SIGNAGE AND PAVEMENT MARKING
 PLAN. INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED
 DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE. SUCH
 PLAN IS PART OF THE TRANSPORTATION REVIEW AND SHOULD BE
 NAMED ACCORDINGLY (E.G. T-1.1 OR T-2.0)
 6) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE
 TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND OUT OF THE
 PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND
 WHEEL PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT
 COLORS. PROVIDE THE ANALYSIS IN A SEPARATE SHEET. SUCH
 PLAN(S) CONTAINING THE ANALYSIS ARE PART OF THE
 TRANSPORTATION REVIEW AND SHOULD BE NAMED ACCORDINGLY
 (E.G. T1.2, T-3.0)
 7) SATISFIED. WILL THE DRIVEWAY ON SOUTHERN BLVD BE
 OPEN FOR CUSTOMERS TO ENTER THE FACILITY? BASED ON THE
 CONCEPTUAL ENGINEERING PLAN, IT SEEMS THAT VEHICLES
 ENTERING FROM THE SOUTHERN BLVD DRIVEWAY ARE NOT ABLE
 OR FORBIDDEN TO TURNAROUND AND ENTER THE CARWASH QUEUE.
 PLEASE CLARIFY.
 8) SATISFIED. THERE IS A CONFLICT POINT BETWEEN
 VEHICLES ENTERING FROM THE SOUTHERN BLVD DRIVEWAY AND
 THE ONES EXITING THE CAR WASH FACILITY. ASSUMING
 ENTERING VEHICLES HAVE THE RIGHT-OF-WAY, THE ONES FROM
 THE CAR WASH SHOULD COME TO A STOP, BEFORE HEADING
 SOUTH. THUS, PROPER PAVEMENT MARKING AND SIGNAGE (I.E.
 STOP/YIELD) SHOULD BE INSTALLED TO REGULATE INTERNAL
 CIRCULATION
 9) SATISFIED. THE PROPOSED DRIVEWAY ON OLIVE DOES NOT
 SEEM TO MEET THE MINIMUM CORNER CLEARANCE DISTANCE. A
 VARIANCE MAY BE REQUIRED
 10) SATISFIED. IT IS RECOMMENDED TO MAKE THE PROPOSED
 DRIVEWAY ON OLIVE AS ENTRY-ONLY, AND INSTALL ANOTHER
 DRIVEWAY EXIT-ONLY ON MALVERNE RD
 11) SATISFIED. A RIGHT-TURN STORAGE/DECELERATION LANE
 SHOULD BE INSTALLED ALONG OLIVE NORTH OF THE DRIVEWAY,
 SO TO PROVIDE EXTRA STACKING AND REDUCE THE POSSIBILITY
 OF QUEUE SPILLBACKS
 12) SATISFIED. PROVIDE A CROSSWALK ACROSS MALVERNE AT
 THE INTERSECTION WITH OLIVE AVE
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 09-08-2022 Cont ID  
Sent By   Date 09-08-2022 Time   Rev Time  
Received By   Date 09-08-2022 Time   Sent To  
Notes
2022-09-08 11:07:32 
 1) PLEASE SCHEDULE A METHODOLOGY MEETING TO DISCUSS AND
 SETUP A QUEUE ANALYSIS THAT PROPERLY CAPTURES THE
 EXISTING QUEUEING ISSUE AT THE FACILITY AND PROVIDES A
 BASELINE TO COMPARE WITH THE PROPOSED DEVELOPMENT.
 MOREOVER, AN INTERSECTION ANALYSIS OF OLIVE AND
 SOUTHERN BLVD MAY BE NEEDED AND DATA COLLECTION SHOULD
 BE PERFORMED DURING THE REAL PEAK HOUR AT THE FACILITY
 2) PROVIDE COUNTY TPS LETTER
 3) PROVIDE A TRANSPORTATION SPECIFIC SITE PLAN FOR THE
 GROUND FLOOR. SHOWCASING TRANSPORTATION RELATED
 FEATURES (E.G. ROADWAY WIDTHS, DRIVING AISLES, PARKING
 STALLS, SIDEWALK, CURB, GUTTER, DRIVEWAY, GATES,
 CROSSWALKS, VISIBILITY TRIANGLE, CORNER & DRIVEWAY
 SEPARATION DISTANCES, SLOPES, ETC.) PROPERLY LABELED
 AND DIMENSIONED. THE SITE PLAN SHOULD BE NAMED T-1.0
 4) IN THE T-1.0 SITE PLAN, PLEASE SHOWCASE BASIC CURB
 DETAILS (E.G. DRIVEWAY, CURB CUTS, PAVEMENT MARKINGS,
 PARKING STALLS, ETC.) ON THE OPPOSITE SIDE OF THE ROADS
 SURROUNDING THE PROPOSED DEVELOPMENT
 5) PROVIDE A SIGNAGE AND PAVEMENT MARKING PLAN.
 INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED
 DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE. SUCH
 PLAN IS PART OF THE TRANSPORTATION REVIEW AND SHOULD BE
 NAMED ACCORDINGLY (E.G. T-1.1 OR T-2.0)
 6) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL
 PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT COLORS.
 PROVIDE THE ANALYSIS IN A SEPARATE SHEET. SUCH PLAN(S)
 CONTAINING THE ANALYSIS ARE PART OF THE TRANSPORTATION
 REVIEW AND SHOULD BE NAMED ACCORDINGLY (E.G. T1.2,
 T-3.0)
 7) WILL THE DRIVEWAY ON SOUTHERN BLVD BE OPEN FOR
 CUSTOMERS TO ENTER THE FACILITY? BASED ON THE
 CONCEPTUAL ENGINEERING PLAN, IT SEEMS THAT VEHICLES
 ENTERING FROM THE SOUTHERN BLVD DRIVEWAY ARE NOT ABLE
 OR FORBIDDEN TO TURNAROUND AND ENTER THE CARWASH QUEUE.
 PLEASE CLARIFY.
 8) THERE IS A CONFLICT POINT BETWEEN VEHICLES ENTERING
 FROM THE SOUTHERN BLVD DRIVEWAY AND THE ONES EXITING
 THE CAR WASH FACILITY. ASSUMING ENTERING VEHICLES HAVE
 THE RIGHT-OF-WAY, THE ONES FROM THE CAR WASH SHOULD
 COME TO A STOP, BEFORE HEADING SOUTH. THUS, PROPER
 PAVEMENT MARKING AND SIGNAGE (I.E. STOP/YIELD) SHOULD
 BE INSTALLED TO REGULATE INTERNAL CIRCULATION
 9) THE PROPOSED DRIVEWAY ON OLIVE DOES NOT SEEM TO MEET
 THE MINIMUM CORNER CLEARANCE DISTANCE. A VARIANCE MAY
 BE REQUIRED
 10) IT IS RECOMMENDED TO MAKE THE PROPOSED DRIVEWAY ON
 OLIVE AS ENTRY-ONLY, AND INSTALL ANOTHER DRIVEWAY
 EXIT-ONLY ON MALVERNE RD
 11) A RIGHT-TURN STORAGE/DECELERATION LANE SHOULD BE
 INSTALLED ALONG OLIVE NORTH OF THE DRIVEWAY, SO TO
 PROVIDE EXTRA STACKING AND REDUCE THE POSSIBILITY OF
 QUEUE SPILLBACKS
 12) PROVIDE A CROSSWALK ACROSS MALVERNE AT THE
 INTERSECTION WITH OLIVE AVE
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 03-31-2023 Cont ID  
Sent By kdefranc Date 03-31-2023 Time 12:58 Rev Time 0.00
Received By kdefranc Date   Time   Sent To  
Notes
2023-03-31 12:58:193/31/23 ??? FAILED
  
  
 PREVIOUS REVIEW COMMENTS:
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
 A) WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B) ELECTRONIC COPIES OF REVISED PLANS AND/OR DOCUMENTS
 SHALL BE PROVIDED.
 C) PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
 D) IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
 E) 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 ACCESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE.
 F) IF AFTER THE CASE HAS BEEN ADVERTISED THE APPLICANT
 DESIRES TO REQUEST A CONTINUANCE, A FEE OF $50 PLUS THE
 COST OF ADVERTISING WILL BE CHARGED.
  
 1. PLEASE NOTE THE FOLLOWING COMMENT FROM THE FLORIDA
 DEPARTMENT OF TRANSPORTATION (FDOT):
 A PRE-APPLICATION MEETING IS NECESSARY BEFORE THE
 APPLICANT CAN APPLY FOR A PERMIT FROM THE DEPARTMENT.
 THE APPLICANT SHOULD CONTACT FDOT TO REQUEST AN ACCESS
 PRE-APPLICATION MEETING TO COORDINATE THE PROPOSED
 CONNECTIONS. ACCESS PRE-APPLICATION MEETINGS ARE HELD
 EVERY THURSDAY IN PERSON AND VIA MICROSOFT TEAMS.
 PRE-APPLICATION MEETINGS ARE TYPICALLY SCHEDULED TWO
 WEEKS AFTER AN APPLICATION IS RECEIVED. A NOTIFICATION
 EMAIL WITH THE DATE AND TIME OF PRE-APPLICATION MEETING
 WILL BE SENT OUT EACH MONDAY FOR THE FOLLOWING WEEKS
 PRE-APPLICATION MEETING. REQUESTS MAY BE SUBMITTED AT
 HTTPS://ARCG.IS/1H0VT8.
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
 JUSTIN STROH
 PLANNING SPECIALIST II
 PLANNING AND ENVIRONMENTAL MANAGEMENT
 FDOT - DISTRICT FOUR
 3400 W. COMMERCIAL BLVD.
 FORT LAUDERDALE, FLORIDA 33309
 [email protected]
 OFFICE: (954) 777-4294 [RESPONSE PROVIDED]
 2. SURVEY WAS NOT SIGNED/SEALED AND DOES NOT HAVE THE
 TITLE ABSTRACT INFORMATION INCLUDED. [PARTIALLY
 SATISFIED]
 3. AN APPROVED PALM BEACH COUNTY TPS LETTER SHALL BE
 PROVIDED. [NOT SATISFIED]
 4. ALL OUTSTANDING PUBLIC UTILITIES LETTERS SHALL BE
 PROVIDED. [NOT SATISFIED]
 5. THE CIVIL PLANS ARE SHOWING A CANOPY AT THE POINT OF
 SALE??? THAT IS NOT SHOWN ON THE SITE OR LANDSCAPE
 PLANS. ENSURE THAT ALL PLANS ARE CONSISTENT AND ARE
 COMPLIANT WITH THE APPLICABLE REGULATIONS. [WITHDRAWN]
 6. WHAT IS THE DASHED LINE RUNNING THROUGH THE SIDEWALK
 ON SOUTH OLIVE (LOOKS LIKE A PROPERTY LINE)? THIS DOES
 NOT SHOW UPON THE SURVEY, ETC. [WITHDRAWN]
 7. IDENTIFY VISIBILITY TRIANGLES AT ALL INTERSECTIONS
 AND ENSURE THAT NO IMPROVEMENTS BETWEEN 18 INCHES AND 8
 FEET ARE LOCATED WITHIN SUCH AREA. [NOT SATISFIED]
 8. CONFIRM THAT THE PROPOSED LOT COVERAGE ACCOUNTS FOR
 ALL BUILDINGS, SHEDS, CANOPIES, ETC. (EXISTING AND
 PROPOSED). [SATISFIED]
 9. PLEASE EXPLAIN WHY THE PROPOSED BUILDING COVERAGE
 AND OPEN SPACE TOTAL TO MORE THAN 100%. [RESPONSE
 PROVIDED]
 10. DETAIL SHOWING THE DIMENSIONS OF THE BIKE PARKING
 PAD, SPACING BETWEEN THE RACKS, TYPE OF RACK, ETC.
 [SATISFIED]
 11. STRIPING DETAIL SHALL BE PROVIDED FOR THE PARKING.
 [SATISFIED]
 12. PLEASE CLARIFY THE "INTERIOR DETAIL BAYS". IS THIS
 BUILDING BEING CONVERTED? [RESPONSE PROVIDED]
 13. PHOTOMETRIC PLAN SHALL BE PROVIDED. LEVELS SHALL
 NOT EXCEED 0.5 FOOTCANDLES AT THE RESIDENTIAL PROPERTY
 LINE. [NOT SATISFIED]
 14. PURSUANT TO SEC. 94-312(2)(A), ACCESS POINTS ARE TO
 HAVE A 50 FOOT CORNER CLEARANCE ONTO A NON-THOROUGHFARE
 ROADWAY UNLESS OTHERWISE APPROVED BY THE ENGINEERING
 SERVICES DIRECTOR OR DESIGNEE. [RESPONSE PROVIDED]
 15. DETAIL SHALL BE PROVIDED FOR THE DUMPSTER
 ENCLOSURE. [WITHDRAWN]
 16. DESIGNATION OF ON-STREET PARKING ON MALVERNE IS
 SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY???S
 ENGINEERING SERVICES DEPARTMENT. [RESPONSE PROVIDED]
  
 ADDITIONAL REVIEW COMMENTS:
 17. IN REFERENCE TO PREVIOUS REVIEW COMMENT NUMBER 2.,
 PLEASE PROVIDE A SIGNED/SEALED SURVEY.
 18. PLEASE PROVIDE ARCHITECTURAL DRAWINGS, PRIMARILY
 FOR THE PROPOSED BUILDING CONVERSION.
 19. IN ORDER FOR THE SUBJECT CASE TO PROCEED THROUGH
 THE REVIEW PROCESS, A REZONING APPROVAL AND A CLASS B
 SPECIAL USE PERMIT APPROVAL MUST BE OBTAINED.
  
  
 KEVIE DEFRANC
 SENIOR PLANNER ??? PLANNING DIVISION
 [email protected]
 561-822-1449
  
Review Stop Z ZONING
Rev No 1 Status F Date 09-27-2022 Cont ID  
Sent By jroach Date 09-27-2022 Time 12:05 Rev Time 0.00
Received By jroach Date 09-27-2022 Time 12:05 Sent To  
Notes
2022-09-27 12:05:22PLANS AND PLATS REVIEW COMMITTEE (PPRC) ZONING REVIEW
 ________________________________________
  
 DATE OF REVIEW: 09.27.2022
 PROJECT NO.: Z22080019 - Z22080022 - Z22080020 -
 Z22080021
 CASE NO.: PB 1934 - 1934A - ZBA 3270B - ISPR 22-07
 ________________________________________
  
 PB 1934 (FUTURE LAND USE MAP AMENDMENT) AND PB 1934A
 (REZONING)
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS:
  
 1. PROPERTY OWNER'S LIST AFFIDAVIT WAS INCORRECTLY
 NOTARIZED.
  
 2. SURVEY WAS NOT SIGNED/SEALED AND DOES NOT HAVE THE
 TITLE ABSTRACT INFORMATION INCLUDED.
  
 3. FUTURE LAND USE TRAFFIC ANALYSIS SHALL BE PROVIDED.
 SEE COMMENTS ISSUED BY ALEX HANSEN, CITY COMPREHENSIVE
 PLANNER.
  
 4. FUTURE LAND USE LEVEL OF SERVICE ANALYSIS SHALL BE
 PROVIDED. SEE COMMENTS ISSUED BY ALEX HANSEN, CITY
 COMPREHENSIVE PLANNER.
  
 5. PLEASE PROVIDE ALL INFORMATION REGARDING PUBLIC
 OUTREACH, SUPPORT LETTERS, ETC. AS WELL AS ANY
 INFORMATION PERTAINING TO UPCOMING EFFORTS.
  
 6. PLEASE PROVIDE INFORMATION/JUSTIFICATION REGARDING
 THE LOSS OF VERY VIABLE HOUSING UNITS, SPECIFICALLY
 HOUSING UNITS THAT APPEAR TO BE MORE AFFORDABLE, AND
 ARE OFTEN CONSIDERED AS THE "MISSING MIDDLE",
 ESPECIALLY DURING A TIME WHEN THE CITY IS EXPERIENCING
 SIGNIFICANT GROWTH AND A LACK OF SUCH HOUSING.
  
 THE "MISSING MIDDLE" IS OFTEN DEFINED AS HOUSING TYPES
 THAT...
  
 "PROVIDE DIVERSE HOUSING OPTIONS, SUCH AS DUPLEXES,
 FOURPLEXES, COTTAGE COURTS, AND MULTIPLEXES. THESE
 HOUSE-SCALE BUILDINGS FIT SEAMLESSLY INTO EXISTING
 RESIDENTIAL NEIGHBORHOODS AND SUPPORT WALKABILITY,
 LOCALLY-SERVING RETAIL, AND PUBLIC TRANSPORTATION
 OPTIONS. THEY PROVIDE SOLUTIONS ALONG A SPECTRUM OF
 AFFORDABILITY TO ADDRESS THE MISMATCH BETWEEN THE
 AVAILABLE U.S. HOUSING STOCK AND SHIFTING DEMOGRAPHICS
 COMBINED WITH THE GROWING DEMAND FOR WALKABILITY."
  
 ________________________________________
  
 ISPR 22-07 (INFORMAL SITE PLAN REVIEW) AND ZBA 3270B
 (CLASS B SPECIAL USE PERMIT) - OTE: THE COMMENTS
 PROVIDED BELOW ARE TECHNICAL SITE PLAN REVIEW COMMENTS
 AND IN NO WAY REPRESENT A RECOMMENDATION OF SUPPORT OR
 DENIAL FOR THE PROPOSED SPECIAL USE PERMIT.
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS:
  
 1. PLEASE NOTE THE FOLLOWING COMMENT FROM THE FLORIDA
 DEPARTMENT OF TRANSPORTATION (FDOT):
  
 A PRE-APPLICATION MEETING IS NECESSARY BEFORE THE
 APPLICANT CAN APPLY FOR A PERMIT FROM THE DEPARTMENT.
 THE APPLICANT SHOULD CONTACT FDOT TO REQUEST AN ACCESS
 PRE-APPLICATION MEETING TO COORDINATE THE PROPOSED
 CONNECTIONS. ACCESS PRE-APPLICATION MEETINGS ARE HELD
 EVERY THURSDAY IN PERSON AND VIA MICROSOFT TEAMS.
 PRE-APPLICATION MEETINGS ARE TYPICALLY SCHEDULED TWO
 WEEKS AFTER AN APPLICATION IS RECEIVED. A NOTIFICATION
 EMAIL WITH THE DATE AND TIME OF PRE-APPLICATION MEETING
 WILL BE SENT OUT EACH MONDAY FOR THE FOLLOWING WEEKS
 PRE-APPLICATION MEETING. REQUESTS MAY BE SUBMITTED AT
 HTTPS://ARCG.IS/1H0VT8.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 JUSTIN STROH
 PLANNING SPECIALIST II
 PLANNING AND ENVIRONMENTAL MANAGEMENT
 FDOT - DISTRICT FOUR
 3400 W. COMMERCIAL BLVD.
 FORT LAUDERDALE, FLORIDA 33309
 [email protected]
 OFFICE: (954) 777-4294
  
 2. SURVEY WAS NOT SIGNED/SEALED AND DOES NOT HAVE THE
 TITLE ABSTRACT INFORMATION INCLUDED.
  
 3. AN APPROVED PALM BEACH COUNTY TPS LETTER SHALL BE
 PROVIDED.
  
 4. ALL OUTSTANDING PUBLIC UTILITIES LETTERS SHALL BE
 PROVIDED.
  
 5. THE CIVIL PLANS ARE SHOWING A CANOPY AT THE POINT OF
 SALE??? THAT IS NOT SHOWN ON THE SITE OR LANDSCAPE
 PLANS. ENSURE THAT ALL PLANS ARE CONSISTENT AND ARE
 COMPLIANT WITH THE APPLICABLE REGULATIONS.
  
 6. WHAT IS THE DASHED LINE RUNNING THROUGH THE SIDEWALK
 ON SOUTH OLIVE (LOOKS LIKE A PROPERTY LINE)? THIS DOES
 NOT SHOW UPON THE SURVEY, ETC.
  
 7. IDENTIFY VISIBILITY TRIANGLES AT ALL INTERSECTIONS
 AND ENSURE THAT NO IMPROVEMENTS BETWEEN 18 INCHES AND 8
 FEET ARE LOCATED WITHIN SUCH AREA.
  
 8. CONFIRM THAT THE PROPOSED LOT COVERAGE ACCOUNTS FOR
 ALL BUILDINGS, SHEDS, CANOPIES, ETC. (EXISTING AND
 PROPOSED).
  
 9. PLEASE EXPLAIN WHY THE PROPOSED BUILDING COVERAGE
 AND OPEN SPACE TOTAL TO MORE THAN 100%.
  
 10. DETAIL SHOWING THE DIMENSIONS OF THE BIKE PARKING
 PAD, SPACING BETWEEN THE RACKS, TYPE OF RACK, ETC.
  
 11. STRIPING DETAIL SHALL BE PROVIDED FOR THE PARKING.
  
 12. PLEASE CLARIFY THE "INTERIOR DETAIL BAYS". IS THIS
 BUILDING BEING CONVERTED?
  
 13. PHOTOMETRIC PLAN SHALL BE PROVIDED. LEVELS SHALL
 NOT EXCEED 0.5 FOOTCANDLES AT THE RESIDENTIAL PROPERTY
 LINE.
  
 14. PURSUANT TO SEC. 94-312(2)(A), ACCESS POINTS ARE TO
 HAVE A 50 FOOT CORNER CLEARANCE ONTO A NON-THOROUGHFARE
 ROADWAY UNLESS OTHERWISE APPROVED BY THE ENGINEERING
 SERVICES DIRECTOR OR DESIGNEE.
  
 15. DETAIL SHALL BE PROVIDED FOR THE DUMPSTER
 ENCLOSURE.
  
 16. DESIGNATION OF ON-STREET PARKING ON MALVERNE IS
 SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY???S
 ENGINEERING SERVICES DEPARTMENT.
 ________________________________________
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
  
 A) WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
  
 B) ELECTRONIC COPIES OF REVISED PLANS AND/OR DOCUMENTS
 SHALL BE PROVIDED.
  
 C) PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
  
 D) IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
  
 E) 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 ACCESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE.
  
 F) IF AFTER THE CASE HAS BEEN ADVERTISED THE APPLICANT
 DESIRES TO REQUEST A CONTINUANCE, A FEE OF $50 PLUS THE
 COST OF ADVERTISING WILL BE CHARGED.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ??? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  
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