Plan Review Details - Project Z22040021
Plan Review Stops For Project Z22040021
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 05-11-2022 Cont ID  
Sent By mtechnow Date 05-11-2022 Time 20:01 Rev Time 0.00
Received By rbrown Date 05-11-2022 Time 19:56 Sent To  
Notes
2022-05-11 19:59:34DEVELOPMENT 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. 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.
  
 4. GREASE/OIL INTERCEPTOR. A GREASE/OIL 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]
  
 5. 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.
  
 6. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 7. 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.
  
 8. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status P Date 12-02-2022 Cont ID  
Sent By rrossano Date 12-02-2022 Time   Rev Time 0.00
Received By rrossano Date 12-02-2022 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 07-08-2022 Cont ID  
Sent By rrossano Date 07-08-2022 Time   Rev Time 0.00
Received By rrossano Date 07-08-2022 Time   Sent To  
Notes
2022-07-08 14:48:36PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE
 (REQUIREMENT OF SITE PLAN APPROVAL). (PREVIOUS COMMENT)
  
 RICK ROSSANO, SR. PROJECT COORDINATOR, ENGINEERING
 SERVICES DEPARTMENT AT 561-494-1098 [email protected]
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-09-2022 Cont ID  
Sent By rrossano Date 05-09-2022 Time   Rev Time  
Received By rrossano Date 05-09-2022 Time   Sent To  
Notes
2022-05-09 12:01:21COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPARTMENT 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 PLEASE PROVIDE CALCULATIONS OF PERVIOUS AND
 IMPERVIOUS AREAS FOR PROPOSED IMPROVED AREAS.
  
 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 LOCATED ON 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.
 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.
 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, 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.
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES,
 561-822-2262 OR [email protected]
 -CIVIL PLAN PARKING LAYOUT DOES NOT MATCH SITE PLAN.
 PLEASE UPDATE SO BASIC LAYOUT IS THE SAME.
  
 -PAVEMENT RESTORATION ON CARVER WOULD BE MUCH LARGER
 THAN SHOWN ON CIVIL PLAN.
  
 -ON EAST SIDE OF PROPERTY THERE ARE SEVERAL MANHOLES IN
 A CONCRETE PAD LABELED STORM THAT ARE NOT SHOWN ON
 DRAINAGE PLAN. PLEASE IDENTIFY WHAT THEY ARE AND SHOW
 WHAT IS HAPPENING TO THEM ON DRAINAGE PLAN.
  
 -SHOW EXISTING WATER MAIN AND WATER SERVICE ON CARVER.
 MAY CONFLICT WITH PROPOSED SEWER LATERAL.
  
 -WILL THE BUILDING HAVE FIRE SPRINKLERS?
  
 -SEWER LATERAL AND CLEANOUT LOCATION MAY NEED
 ADJUSTMENT DURING FORMAL ENGINEERING SUBMITTAL.
  
 -THERE IS CURRENTLY A SEVERED TREE NEAR THE NORTHEAST
 AREA OF THE PROPERTY. WILL IT BE REPLACED?
  
 -SITE DOES NOT HAVE AN ACTIVE USAGE WATER ACCOUNT
 CURRENTLY.
  
 -WILL THE EXISTING WATER SERVICE BE SUFFICIENT FOR THE
 WATER DEMAND?
  
 -INCLUDE WPB TRENCH/PAVEMENT RESTORATION STANDARD
 DETAILS WITH ENGINEERING PLANS.
  
 -SHOW VALVE BOX AND UTILITY BOX NEAR NORTHWEST CORNER
 OF PROPERTY ON LANDSCAPING PLAN. ALSO SHOW WATER METER
 BOX AND BACKFLOW ASSEMBLY CAGE ADJACENT WEST PROPERTY
 LINE.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 01-04-2023 Cont ID  
Sent By pleduc Date 01-04-2023 Time   Rev Time 0.00
Received By pleduc Date 01-04-2023 Time 15:40 Sent To  
Notes
2023-01-04 15:40:482ND 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 05-04-2022 Cont ID  
Sent By pleduc Date 05-04-2022 Time   Rev Time 0.00
Received By pleduc Date 05-04-2022 Time 12:24 Sent To  
Notes
2022-05-04 12:26:37FIRE HAS NO OBJECTIONS TO THE PROPOSED AND APPROVES.
  
 FIRE'S APPROVAL OF THIS SUBMITTED PROJECT MAY NOT
 CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 FIRE SHALL REVIEW ANY SUBMITTED BUILDING 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 3 Status P Date 01-27-2023 Cont ID  
Sent By rcaranci Date 01-27-2023 Time 16:34 Rev Time 0.00
Received By rcaranci Date 01-27-2023 Time 16:34 Sent To  
Notes
2023-01-27 16:35:33FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 1122 PALM BEACH LAKES Z22040021
 JANUARY 27, 2023
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. THE APPROVED LANDSCAPE PERMIT PLAN FOR
 THIS SITE FROM 2005 SHOULD BE USED AS THE BASE
 APPROVAL. PERMIT IS 05051287.
 THERE ARE TREES SHOWN ON THAT PLAN THAT NEED TO BE
 REFLECTED AS REPLACED OR SPECIES CHANGED ON THE
 PROPOSED PLAN.
  
  
 2. SATISFIED. PROVIDE THE CALCULATIONS TO SHOW AT LEAST
 30% OF THE LINEAR FOOTAGE OF THE PERIMETER OF THE
 BUILDING IS LANDSCAPED. THE VALUE OF THE BUILDING IS
 $281,385 PER THE PROPERTY APPRAISER. THE PROJECTED COST
 OF THE CHANGES FOR THE BUILDING ARE EXPECTED TO EXCEED
 $140,643.00, EXCEEDING 50% OF THE VALUE.
 THE PLAN SHOWS FOUNDATION LANDSCAPING THAT APPEARS TO
 MEET THE REQUIREMENT, BUT THE CALCULATIONS WERE NOT
 PROVIDED ON SHEET LP-2.
  
 3. SATISFIED. THE CORNER CLIP SHOWN EXCEEDS THE SAFE
 SIGHT TRIANGLE REQUIREMENT, THIS NEEDS TO BE EVALUATED
 WITH TRAFFIC AND ENGINEERING TO FIND WHAT IS CURRENTLY
 REQUIRED.
  
  
 4. SATISFIED. SHOW ALL THE SITE CALCULATIONS AND
 REQUIREMENTS FOR LANDSCAPING AND INDICATE CHANGES FROM
 THE APPROVED PLAN AND UPDATE TO MEET CURRENT
 REQUIREMENTS.
 THE CALCULATIONS WERE NOT PROVIDED ON SHEET LP-2.
  
 5. SATISFIED. FLORIDA FRIENDLY POINTS ARE TAKEN FOR
 ADDITIONAL SHADE TREES IN THE VEHICULAR USE AREAS. SHOW
 THE LOCATIONS OF THE ADDITIONAL TREES.
  
 6. SATISFIED. LIGHTING LOCATIONS SHOWN CONFLICT WITH
 TREE LOCATIONS. REVISE.
  
 7. SATISFIED. SHOW LOCATIONS OF ALL GROUND MOUNTED
 EQUIPMENT AND VALVES AND PROVIDE SCREENING.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 07-06-2022 Cont ID  
Sent By rcaranci Date 07-06-2022 Time 12:34 Rev Time 0.00
Received By rcaranci Date 07-06-2022 Time 12:34 Sent To  
Notes
2022-07-06 12:35:21FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 1122 PALM BEACH LAKES Z22040021
 JULY 6, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. THE APPROVED LANDSCAPE PERMIT PLAN FOR
 THIS SITE FROM 2005 SHOULD BE USED AS THE BASE
 APPROVAL. PERMIT IS 05051287.
 THERE ARE TREES SHOWN ON THAT PLAN THAT NEED TO BE
 REFLECTED AS REPLACED OR SPECIES CHANGED ON THE
 PROPOSED PLAN.
  
  
 2. PARTIALLY SATISFIED. PROVIDE THE CALCULATIONS TO
 SHOW AT LEAST 30% OF THE LINEAR FOOTAGE OF THE
 PERIMETER OF THE BUILDING IS LANDSCAPED. THE VALUE OF
 THE BUILDING IS $281,385 PER THE PROPERTY APPRAISER.
 THE PROJECTED COST OF THE CHANGES FOR THE BUILDING ARE
 EXPECTED TO EXCEED $140,643.00, EXCEEDING 50% OF THE
 VALUE.
 THE PLAN SHOWS FOUNDATION LANDSCAPING THAT APPEARS TO
 MEET THE REQUIREMENT, BUT THE CALCULATIONS WERE NOT
 PROVIDED ON SHEET LP-2.
  
 3. SATISFIED. THE CORNER CLIP SHOWN EXCEEDS THE SAFE
 SIGHT TRIANGLE REQUIREMENT, THIS NEEDS TO BE EVALUATED
 WITH TRAFFIC AND ENGINEERING TO FIND WHAT IS CURRENTLY
 REQUIRED.
  
  
 4. PARTIALLY SATISFIED. SHOW ALL THE SITE CALCULATIONS
 AND REQUIREMENTS FOR LANDSCAPING AND INDICATE CHANGES
 FROM THE APPROVED PLAN AND UPDATE TO MEET CURRENT
 REQUIREMENTS.
 THE CALCULATIONS WERE NOT PROVIDED ON SHEET LP-2.
  
 5. SATISFIED. FLORIDA FRIENDLY POINTS ARE TAKEN FOR
 ADDITIONAL SHADE TREES IN THE VEHICULAR USE AREAS. SHOW
 THE LOCATIONS OF THE ADDITIONAL TREES.
  
 6. SATISFIED. LIGHTING LOCATIONS SHOWN CONFLICT WITH
 TREE LOCATIONS. REVISE.
  
 7. SATISFIED. SHOW LOCATIONS OF ALL GROUND MOUNTED
 EQUIPMENT AND VALVES AND PROVIDE SCREENING.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 05-10-2022 Cont ID  
Sent By rcaranci Date 05-10-2022 Time 12:11 Rev Time 0.00
Received By rcaranci Date 05-10-2022 Time 12:11 Sent To  
Notes
2022-05-10 12:11:30FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 1122 PALM BEACH LAKES Z22040021
 MAY 10, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. THE APPROVED LANDSCAPE PERMIT PLAN FOR THIS SITE
 FROM 2005 SHOULD BE USED AS THE BASE APPROVAL. PERMIT
 IS 05051287.
 THERE ARE TREES SHOWN ON THAT PLAN THAT NEED TO BE
 REFLECTED AS REPLACED OR SPECIES CHANGED ON THE
 PROPOSED PLAN.
  
  
 2. PROVIDE THE CALCULATIONS TO SHOW AT LEAST 30% OF THE
 LINEAR FOOTAGE OF THE PERIMETER OF THE BUILDING IS
 LANDSCAPED. THE VALUE OF THE BUILDING IS $281,385 PER
 THE PROPERTY APPRAISER. THE PROJECTED COST OF THE
 CHANGES FOR THE BUILDING ARE EXPECTED TO EXCEED
 $140,643.00, EXCEEDING 50% OF THE VALUE.
  
 3. THE CORNER CLIP SHOWN EXCEEDS THE SAFE SIGHT
 TRIANGLE REQUIREMENT, THIS NEEDS TO BE EVALUATED WITH
 TRAFFIC AND ENGINEERING TO FIND WHAT IS CURRENTLY
 REQUIRED.
  
  
 4. SHOW ALL THE SITE CALCULATIONS AND REQUIREMENTS FOR
 LANDSCAPING AND INDICATE CHANGES FROM THE APPROVED PLAN
 AND UPDATE TO MEET CURRENT REQUIREMENTS.
  
 5. FLORIDA FRIENDLY POINTS ARE TAKEN FOR ADDITIONAL
 SHADE TREES IN THE VEHICULAR USE AREAS. SHOW THE
 LOCATIONS OF THE ADDITIONAL TREES.
  
 6. LIGHTING LOCATIONS SHOWN CONFLICT WITH TREE
 LOCATIONS. REVISE.
  
 7. SHOW LOCATIONS OF ALL GROUND MOUNTED EQUIPMENT AND
 VALVES AND PROVIDE SCREENING.
  
 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 PU PUBLIC UTILITIES
Rev No 2 Status P Date 12-29-2022 Cont ID  
Sent By mtechnow Date 12-29-2022 Time 16:24 Rev Time 0.00
Received By mtechnow Date 12-29-2022 Time 16:24 Sent To  
Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 07-01-2022 Cont ID  
Sent By mtechnow Date 07-01-2022 Time 09:54 Rev Time 0.00
Received By mtechnow Date 05-11-2022 Time 15:11 Sent To  
Notes
2022-05-11 15:11:33-SHOW EXISTING 6? CAS WM ON CARVER AVE.
 -PROVIDE LEVEL OF SERVICE CALCS AND FIRE FLOW CALCS.
 -IF AN EXISTING SANITARY LATERAL IS FOUND ON SITE ADD
 NOTE TO EITHER 1) CUT AND CAP UNUSED SERVICE AT THE
 MAIN. 2) TELEVISE EXISTING MAIN AND REPAIR AS NECESSARY
 PRIOR TO USE.
  
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 06-15-2022 Cont ID  
Sent By   Date 06-15-2022 Time   Rev Time 0.00
Received By   Date 06-15-2022 Time   Sent To  
Notes
2022-06-15 15:33:31CONDITION OF APPROVA ("COA"): CITY OF WEST PALM BEACH
 DOES NOT ASSUME ANY LIABILITY FOR ANY POTENTIAL PAVERS
 DAMAGE AS A RESULT OF SANITATION REFUSE COLLECTION
 SERVICE.
  
 MATT HEJAZI
 DEPT. OF PUBILC WORK
 [email protected]
 561-822-2045
  
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 05-02-2022 Cont ID  
Sent By   Date 05-02-2022 Time   Rev Time  
Received By   Date 05-02-2022 Time   Sent To  
Notes
2022-05-02 13:56:37PLEASE PROVIDE THE FOLLOWINGS:
 1- LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
 WASTE VOLUME PRODUCED ALONG WITH THE SIZE, TYPE AND
 QUANTITY OF THE CONTAINER (I.E. DUMPSTER/COMPACTOR)
 THAT WILL BE UTILIZED FOR THE SANITATION SERVICE.
  
 2- DUMPSTER ENCLOSURE DETAIL. 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. (LINK TO
 THE LATEST REVISION OF THE GC-7 DOCUMENT: HTTPS://WWW.W
 PB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3690/6376290604221000
 00)
  
 3- AUTOTURN EXHIBIT (DYNAMIC ENVELOPE AND THE VEHICLE?S
 WHEEL PATH) 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
  
 4-OWNERS AND/OR OCCUPANTS OF PROPERTY THAT REQUIRE
 GREASE HAULING SERVICES SHALL ENSURE THAT THEIR GREASE
 TANKS OR CONTAINERS REMAIN CLEAN, AND ARE ENCLOSED AND
 NOT IN PUBLIC VIEW.
  
 5- 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).
  
 6-PLEASE ALSO MODIFY THE PROPOSED LOCATION/ORIENTATION
 OF THE ENCLOSURE TO ALLOW OUR SANITATION FRONT LOAD
 COLLECTION VEHICLE SAFELY ACCESS AND SERVICE THE
 CONTAINER(S) WHILE MINIMIZING/AVOIDING ANY BACK UP
 MOVEMENTS AND SHORT RADIUS TURNS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop STORM STORMWATER
Rev No 3 Status P Date 02-07-2023 Cont ID  
Sent By tward Date 02-07-2023 Time 19:51 Rev Time 0.00
Received By tward Date 02-07-2023 Time 20:07 Sent To  
Notes
2023-02-07 20:06:57COMMENTS FROM THE REVIEW OF THE 12-2-2023, TO BE
 ADDRESSED WITH THE ENGINEERING PERMIT SUBMITTAL:
  
 1. PLANS APPEAR TO BE REDUCED IN SIZE SUCH THAT THE
 SCALE BAR MEASURES 38.5 FEET WHEN THE 20-SCALE RULER IS
 USED FOR MEASURING. SUBMIT PLANS WITH USABLE SCALE.
  
 2. PARKING SPACE STRIPING DIMENSIONS SHOULD MATCH THE
 ADA PARKING STALL DETAIL ON SHEET 7. SHEET 4 DIMENSIONS
 THE PARKING STALL DEPTH AS 18 FEET. THE DETAIL ON SHEET
 7 SHOWS 19 FEET.
  
 3. LIST THE VERTICAL DATUM REFERENCE AND CONVERSION
 EQUATION TO NGVD1929 ON EVERY SHEET WITH ELEVATION
 INFORMATION.
  
 4. SHOW THE NEW CURB FOR THE BACK OF THE REMOVED
 LANDSCAPE ISLAND ON THE PAVING AND GRADING PLAN.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 06-24-2022 Cont ID  
Sent By tward Date 06-24-2022 Time 10:31 Rev Time 0.00
Received By tward Date 06-24-2022 Time 10:31 Sent To  
Notes
2022-06-24 10:31:29THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 6/10/2022 SUBMITTAL:
  
 1.[SATISFIED] INDICATE IF THERE IS AN OUTFALL PIPE FOR
 THE EXISTING DRAINAGE SYSTEM.
  
 2.[NOT SATISFIED] CONFIRM THE EXISTING EXFILTRATION
 SYSTEM IS FUNCTIONING AS DESIGNED. PRB'S MAY BE
 REQUIRED FOR CONNECTIONS TO EXFILTRATION PIPE.
  
 3. [NOT SATISFIED] PROVIDE ELEVATION INFORMATION OF
 EXISTING DRAINAGE AND SANITARY SEWER STRUCTURES
 (RIM/GRATE ELEVATIONS, INVERTS, BOTTOM ELEVATION,
 ETC.). [SATISFIED] LABEL VERTICAL DATUM AND PROVIDE
 CONVERSION EQUATION TO NGVD1929.
  
 4. [NOT SATISFIED] REMOVE CURBS CROSSING THE SIDEWALK
 IN THE RIGHT OF WAY. ADDED COMMENT ? ENGINEERING PLANS
 DO NOT MATCH THE SITE PLAN IN THIS REGARD
  
 NEW COMMENTS:
 5. SHOW ON THE PAVING AND DRAINAGE PLAN THE OUTLINE OF
 THE LANDSCAPE ISLAND TO BE REMOVED AND PAVED AND THE
 PORTION OF THE PARKING TO BE REMOVED AND LANDSCAPED.
 SHOW PROPOSED CURBING WHERE LANDSCAPE ISLAND IS BEING
 REMOVED.
  
 6. STANDARD PARKING SPACE IS 8.5 FEET BY 18 FEET. SITE
 PLAN CALLS OUT 10 FEET BY 18 FEET BUT SCALE 9.5 FEET
 (AND 8.5) BY 18 FEET. IF WIDTH OF STANDARD PARKING
 SPACE IS USED THEN THE WIDTH OF THE FRONT PARKING LOT
 WOULD ONLY NEED TO BE 93.5 FEET FOR 8 PARKING SPACES, 1
 TURN AROUND SPACE AND 1 HANDICAP PARKING SPACE WITH
 ACCESS AISLE INSTEAD OF 101+/- FEET SCALED ON THE SITE
 PLAN.
  
 7. ADVISE IF THERE WILL BE A SIDEWALK CONNECTION
 BETWEEN THE NORTH END OF THE HANDICAP PARKING ACCESS
 AISLE AND THE SIDEWALK ALONG PALM BEACH LAKES BLVD. IF
 SO, CALL OUT THE NEW SIDEWALK AND THE CURB REMOVAL ON
 THE ENGINEERING PLANS. CONFIRM THE SIDEWALK CONNECTION
 WILL MEET ADA SLOPE REQUIREMENTS FOR ACCESSIBLE ROUTE.
 WILL THE EXISTING PALM TREE (#535) BE IN CONFLICT?
  
 8. MOVE THE STOP SIGN AND STOP BAR TO WITHIN 4 FEET OF
 THE WEST PROPERTY LINE.
  
 9. PROVIDE THE SPOT ELEVATIONS FROM THE SURVEY ONTO THE
 ENGINEERING PLANS.
  
 10. PROVIDE PARKING STRIPING DETAIL. REFER TO SECTION
 94-485 OF THE CITY?S ZONING AND LAND DEVELOPMENT CODE.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 05-12-2022 Cont ID  
Sent By tward Date 05-12-2022 Time 13:01 Rev Time 0.00
Received By tward Date 05-12-2022 Time 13:02 Sent To  
Notes
2022-05-12 13:02:26THIS 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. INDICATE IF THERE IS AN OUTFALL PIPE FOR THE
 EXISTING DRAINAGE SYSTEM.
  
 2. CONFIRM THE EXISTING EXFILTRATION SYSTEM IS
 FUNCTIONING AS DESIGNED. PRB'S MAY BE REQUIRED FOR
 CONNECTIONS TO EXFILTRATION PIPE.
  
 3. PROVIDE ELEVATION INFORMATION OF EXISTING DRAINAGE
 AND SANITARY SEWER STRUCTURES (RIM/GRATE ELEVATIONS,
 INVERTS, BOTTOM ELEVATION, ETC.). LABEL VERTICAL DATUM
 AND PROVIDE CONVERSION EQUATION TO NGVD1929.
  
 4. REMOVE CURBS CROSSING THE SIDEWALK IN THE RIGHT OF
 WAY.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH
 THE ENGINEERING PERMIT SUBMITTAL.
  
 2. PROVIDE COPY OF SFWMD ERP PERMIT, IF APPLICABLE,
 BEFORE START OF CONSTRUCTION.
  
 3. PROVIDE EROSION CONTROL PLAN WITH THE ENGINEERING
 PERMIT SUBMITTAL.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 07-07-2022 Cont ID  
Sent By vnoel Date 07-07-2022 Time 10:39 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 05-11-2022 Cont ID  
Sent By vnoel Date 05-11-2022 Time 06:41 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2022-05-11 06:45:501. ADD CONVERSION TO NGVD-29 ON CIVIL PLANS.
 2. SEE ENGINEERING COMMENTS RELATING TO SANITARY SEWER
 AND LIMITS OF RESTORATION.
 3. PROVIDE COPY OF UNITY OF TITLE.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 06-28-2022 Cont ID  
Sent By   Date 06-28-2022 Time   Rev Time 0.00
Received By   Date 06-28-2022 Time   Sent To  
Notes
2022-06-28 18:09:18TRAFFIC STUDY COMMENTS
 1) SATISFIED. PROVIDE COUNTY TPS LETTER, ONCE RECEIVED.
  
 SITE PLAN COMMENTS
 2) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE
 TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND OUT OF THE
 PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES
 CLEARLY DEFINED. ANALYSIS SHOULD BE PROVIDED IN A
 SEPARATE FILE/DRAWING. PLEASE PROVIDE DOCUMENT NAME AND
 SHEET NUMBER SHOWCASING THE ANALYSIS.
 3) SATISFIED. CLEARLY MARK THE DESIGNATED LOADING ZONE
 AREA AND PROVIDE ITS DIMENSIONS
 4) SATISFIED. PROVIDE A QUEUE ANALYSIS SIGNED AND
 SEALED BY A PROFESSIONAL ENGINEER
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 06-13-2022 Cont ID  
Sent By   Date 06-13-2022 Time   Rev Time 0.00
Received By   Date 06-13-2022 Time   Sent To  
Notes
2022-06-13 17:35:46TRAFFIC STUDY COMMENTS
 1) PARTIALLY SATISFIED. PROVIDE COUNTY TPS LETTER, ONCE
 RECEIVED.
  
 SITE PLAN COMMENTS
 2) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE
 TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND OUT OF THE
 PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES
 CLEARLY DEFINED. ANALYSIS SHOULD BE PROVIDED IN A
 SEPARATE FILE/DRAWING. PLEASE PROVIDE DOCUMENT NAME AND
 SHEET NUMBER SHOWCASING THE ANALYSIS.
 3) SATISFIED. CLEARLY MARK THE DESIGNATED LOADING ZONE
 AREA AND PROVIDE ITS DIMENSIONS
 4) SATISFIED. PROVIDE A QUEUE ANALYSIS SIGNED AND
 SEALED BY A PROFESSIONAL ENGINEER
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 05-10-2022 Cont ID  
Sent By   Date 05-10-2022 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2022-05-10 11:16:50 
 1) PROVIDE COUNTY TPS LETTER
 2) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES CLEARLY
 DEFINED. ANALYSIS SHOULD BE PROVIDED IN A SEPARATE
 FILE/DRAWING. PLEASE PROVIDE DOCUMENT NAME AND SHEET
 NUMBER SHOWCASING THE ANALYSIS.
 3) CLEARLY MARK THE DESIGNATED LOADING ZONE AREA AND
 PROVIDE ITS DIMENSIONS
 4) PROVIDE A QUEUE ANALYSIS SIGNED AND SEALED BY A
 PROFESSIONAL ENGINEER
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status P Date 05-06-2022 Cont ID  
Sent By afowlkes Date 05-06-2022 Time 15:41 Rev Time 0.00
Received By afowlkes Date 06-23-2022 Time 13:35 Sent To  
Notes
2022-05-06 15:42:5806/23/22 PASSED
 PLEASE SEE ALL MY RESPONSES BELOW
 1. SATISFIED
 2. SATISFIED
 3. SATISFIED
 4. SATISFIED
 5. SATISFIED
 6. SATISFIED, THIS WILL ALSO BE A CONDITION ON THE
 CLASS B SPECIAL USE PERMIT THEREFORE YOU MAY NEED TO BE
 PREPARED TO ANSWER TECHNICAL QUESTIONS ABOUT THE FOOT
 CANDLE LEVELS AT THE ZBA MEETING.
 7. SATISFIED.
 8. SATISFIED
 9. SATISFIED, SIGN CONTENT AND TOTAL SIZE CAN BE
 ADDRESSED DURING PERMITTING
 10. SATISFIED, SIGN SIZE CAN BE ADDRESSED DURING
 PERMITTING. AS FOR THE ILLUMINATION, I DO NOT BELIEVE
 WE CAN ALLOW AN ILLUMINATED SIGN FACING THE RESIDENTIAL
 PROPERTIES TO THE SOUTH BE VISIBLE TO THE RESIDENTS.
 THIS WILL LIKELY BE ADDRESSED AT ZBA
  
 ALEXANDER FOWLKES
 PLANNER
 5618221431
 [email protected]
  
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