Plan Review Details - Project Z21080014
Plan Review Stops For Project Z21080014
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 04-11-2023 Cont ID  
Sent By rbrown Date 04-11-2023 Time 18:26 Rev Time 0.00
Received By rbrown Date 04-11-2023 Time 18:26 Sent To  
Notes
2023-04-11 18:27:32DEVELOPMENT 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. FLOOD ZONE. ACCORDING TO THE ADOPTED FLOOD INSURANCE
 RATE MAPS (FIRMS), THE PROPOSED BUILDING IS IN FLOOD
 ZONE AE, WITH A BASE FLOOD ELEVATION OF 12.1 FT NAVD.
 THE FIRST FLOOR OF THE BUILDING AND ALL ASSOCIATED
 MECHANICAL EQUIPMENT (CHILLERS, GENERATORS ETC.) SHALL
 BE 24 INCHES (FREEBOARD) ABOVE THE BASE FLOOD
 ELEVATION.
  
 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. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
 OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
 COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
 OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
 CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
 VERIFIED.
  
 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, SWIMMING POOLS AND SPAS, 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.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 02-17-2023 Cont ID  
Sent By rbrown Date 02-17-2023 Time 22:14 Rev Time 0.00
Received By rbrown Date 02-17-2023 Time 21:59 Sent To  
Notes
2023-02-17 22:14:31DEVELOPMENT 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. SPOT LEVELS HAVE BEEN CHANGED. PROPOSED SIDEWALK
 FROM CLARE AVE TO PARKING LOT IS LABELED AS SIDEWALK,
 BUT IT IS ACTUALLY A RAMP WITH A SLOPE STEEPER THAN
 1:20. HANDRAILS ARE REQUIRED EACH SIDE OF A RAMP, AND A
 LANDING IS REQUIRED BETWEEN THE RAMP AND THE GATE.
 SECTION 405 OF FLORIDA BUILDING CODE, ACCESSIBILITY.
 ALSO, IF THE GATE IS MOVED FURTHER INTO THE PARKING LOT
 IT WILL RESTRICT WHEELCHAIR ACCESS TO THE ACCESSIBLE
 RESTROOM.
  
 3. ACCESSIBLE RESTROOM. THE ACCESSIBLE RESTROOM HAS
 BEEN MOVED IN CLOSE PROXIMITY TO THE ENTRY GATE AT THE
 END OF THE SIDEWALK/RAMP. THE CHANGE IN LEVEL AT THE
 THRESHOLD FOR THE ACCESSIBLE RESTROOM SHALL NOT BE
 GREATER THAN 0.5 INCH PER SECTION 303.3 OF FLORIDA
 BUILDING CODE, ACCESSIBILITY.
  
 4. FLOOD ZONE. ACCORDING TO THE ADOPTED FLOOD INSURANCE
 RATE MAPS (FIRMS), THE PROPOSED BUILDING IS IN FLOOD
 ZONE AE, WITH A BASE FLOOD ELEVATION OF 12.1 FT NAVD.
 THE FIRST FLOOR OF THE BUILDING AND ALL ASSOCIATED
 MECHANICAL EQUIPMENT (CHILLERS, GENERATORS ETC.) SHALL
 BE 24 INCHES (FREEBOARD) ABOVE THE BASE FLOOD
 ELEVATION.
  
 5. 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.
  
 6. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
 OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
 COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
 OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
 CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
 VERIFIED.
  
 7. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
 SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 8. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 9. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 09-13-2021 Cont ID  
Sent By rbrown Date 09-13-2021 Time 16:27 Rev Time 0.00
Received By mtechnow Date 08-12-2022 Time 16:37 Sent To  
Notes
2021-09-13 16:33:33DEVELOPMENT 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. FLOOD ZONE. ACCORDING TO THE ADOPTED FLOOD INSURANCE
 RATE MAPS (FIRMS), THE PROPOSED BUILDING IS IN FLOOD
 ZONE AE, WITH A BASE FLOOD ELEVATION OF 12.1 FT NAVD.
 THE FIRST FLOOR OF THE BUILDING AND ALL ASSOCIATED
 MECHANICAL EQUIPMENT (CHILLERS, GENERATORS ETC.) SHALL
 BE 24 INCHES (FREEBOARD) ABOVE THE BASE FLOOD
 ELEVATION.
  
 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. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
 OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
 COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
 OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
 CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
 VERIFIED.
  
 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, SWIMMING POOLS AND SPAS, 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.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 4 Status P Date 02-10-2023 Cont ID  
Sent By rrossano Date 02-10-2023 Time   Rev Time 0.00
Received By rrossano Date 02-10-2023 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status F Date 07-02-2022 Cont ID  
Sent By failed Date 07-02-2022 Time   Rev Time 0.00
Received By rrossano Date 07-02-2022 Time   Sent To  
Notes
2022-07-02 15:05:26COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR,
 ENG. SERVICES DEPT., 561-494-1098 [email protected] :
  
 O PREVIOUS COMMENT: PROVIDE CCTV VIDEO OF EXISTING
 SANITARY SEWER AND STORMWATER INFRASTRUCTURE ALONG
 ENTIRE PROJECT FRONTAGE. (NOTE: THIS IS A CONDITION OF
 SITE PLAN APPROVAL.)
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR, 561-822-2262, [email protected]
 DID NOT RECEIVE WRITTEN RESPONSE TO PRIOR REVIEW
 COMMENTS:
  
 -BACKFLOW ASSEMBLY NEAR WATER METER NOT SHOWN ON PLANS.
 PLEASE SHOW AND LABEL. MAKE SURE LOCATION COMPLIES WITH
 SMALL BACKFLOW ASSEMBLY STANDARD DETAIL.
  
 -CANNOT FIND RECORD OF WATER METER CURRENTLY INSTALLED
 AT 1156 CLARE AVE. NEW WATER METER WOULD BE REQUIRED.
  
 -FOR A 1 INCH METER, THE WATER SERVICE LINE AND TAP
 SHOULD BE 1 INCH SIZING.
  
 -CANNOT USE SCHEDULE 40 PVC PIPING BETWEEN METER AND
 TAP. MUST USE APPROVED MATERIAL TYPE. PLEASE UPDATE.
  
 -PAVEMENT RESTORATION ON CLARE AVE MUST COMPLY WITH WPB
 STANDARD DETAILS. WOULD BE LARGER THAN VISUALLY
 REPRESENTED ON PLANS.
  
 -SEWER LATERAL CLOSE TO PROPERTY LINE IS NOT SHOWN ON
 LANDSCAPING PLAN. PLEASE UPDATE AND VERIFY NO CONFLICTS
 WITH TREES.
  
 -WATER DEMAND CALCULATIONS MISSING FROM WATER PLAN. IF
 ANY IRRIGATION IS PLANNED TO RUN OFF METERED WATER
 SERVICE, THEN ALSO INCLUDE IN CALCULATIONS.
  
  
 NEW COMMENTS:
  
 -0.75 INCH METER SHOULD HAVE 1 INCH SERVICE LINE AND
 TAP. IF 2 INCH SERVICE LINE IS REQUIRED, THEN INCREASE
 METER SIZE TO 1.5 OR 2 INCH.
  
 -AT FORMAL ENGINEERING SUBMITTAL: CALLOUT WATER SERVICE
 PIPE MATERIAL TYPE.
  
 -PAVEMENT RESTORATION AREA OF CLARE AVE ON PGD PLAN
 LOOKS SMALLER THAN REQUIRED. SEE NOTE 1 ON SD GC8.
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 02-01-2022 Cont ID  
Sent By ldeloren Date 02-01-2022 Time   Rev Time 0.00
Received By ldeloren Date 02-01-2022 Time   Sent To  
Notes
2022-02-01 13:31:06COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR,
 ENG. SERVICES DEPT., 561-494-1098 [email protected] :
  
 GENERAL:
 O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z21080014).
 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.
  
 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 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, 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.
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR, 561-822-2262, [email protected]
 -BACKFLOW ASSEMBLY NEAR WATER METER NOT SHOWN ON PLANS.
 PLEASE SHOW AND LABEL. MAKE SURE LOCATION COMPLIES WITH
 SMALL BACKFLOW ASSEMBLY STANDARD DETAIL.
  
 -CANNOT FIND RECORD OF WATER METER CURRENTLY INSTALLED
 AT 1156 CLARE AVE. NEW WATER METER WOULD BE REQUIRED.
  
 -FOR A 1 INCH METER, THE WATER SERVICE LINE AND TAP
 SHOULD BE 1 INCH SIZING.
  
 -CANNOT USE SCHEDULE 40 PVC PIPING BETWEEN METER AND
 TAP. MUST USE APPROVED MATERIAL TYPE. PLEASE UPDATE.
  
 -PAVEMENT RESTORATION ON CLARE AVE MUST COMPLY WITH WPB
 STANDARD DETAILS. WOULD BE LARGER THAN VISUALLY
 REPRESENTED ON PLANS.
  
 -SEWER LATERAL CLOSE TO PROPERTY LINE IS NOT SHOWN ON
 LANDSCAPING PLAN. PLEASE UPDATE AND VERIFY NO CONFLICTS
 WITH TREES.
  
 -WATER DEMAND CALCULATIONS MISSING FROM WATER PLAN. IF
 ANY IRRIGATION IS PLANNED TO RUN OFF METERED WATER
 SERVICE, THEN ALSO INCLUDE IN CALCULATIONS.
  
 COMMENTS FROM MIKE TECHNOW, PROJECT ENGINEER,
 561-494-1047, [email protected]
 -SHEET C1 ON THE CALL OUT FOR THE EX WATER METER REVISE
 CALL OUT TO INCLUDE ?CUT AND CAPPED AT THE MAIN? OR
 SOMETHING SIMILAR.
 -ADD A ?LEVEL OF SERVICE? TABLE SHOWING THE PROPOSED
 IMPACTS TO THE EXISTING SYSTEM.
 -ADD NOTE THAT THIS IS WITHIN LS 14 SERVICE BOUNDARY.
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 09-02-2021 Cont ID  
Sent By rrossano Date 09-02-2021 Time   Rev Time  
Received By rrossano Date 09-02-2021 Time   Sent To  
Notes
2021-09-02 08:57:33COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, ENG.
 SERVICES DEPT., 561-494-1098 [email protected] :
  
 PLEASE PROVIDE ENGINEERING DRAWINGS.
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR
 [email protected]:
  
 -SUBMITTED SURVEY LOOKS PROBLEMATIC AS FOLLOWS: SURVEY
 SAID FROM 2018 ? NOT SURE IF ANY CHANGES SINCE THEN;
 WORDING THAT SURVEY IS NOT TO BE USED FOR CONSTRUCTION;
 NOTATION ON SURVEY SAYING THERE ME BE ADDITIONAL
 RESTRICTIONS IN COUNTY RECORDS ? NOT SURE IF TITLE
 SEARCH DONE OR RECORDS CHECKED.
  
 -DID NOT SEE FIRELINES OR FIRE HYDRANTS ON PLANS. WILL
 FIRE SPRINKLERS BE IN BUILDINGS, AND WILL FIRE HYDRANT
 INSTALLATION BE REQUIRED?
  
 -WILL THE EXISTING DRIVEWAY AND APPROACH BE REMOVED AND
 REPLACED WITH CURBED SIDEWALK?
  
 -SUBMIT CIVIL ENGINEERING PLANS SHOWING THE UTILITY
 WORK AND RIGHT OF WAY RESTORATION.
  
 -ADD VISUAL MEASUREMENT ICONS TO PLAN SHEETS.
  
 -EXISTING OR PROPOSED METER BOXES MAY NOT BE IN
 DRIVEWAYS OR DRIVEWAY APPROACHES.
  
 -SHOW BACKFLOW ASSEMBLY ON PLANS.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 09-07-2021 Cont ID  
Sent By pleduc Date 09-07-2021 Time   Rev Time 0.00
Received By pleduc Date 09-07-2021 Time 09:59 Sent To  
Notes
2021-09-07 10:04:10THE 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 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 NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
 ANY PROPOSED LOCATIONS OF THE FIRE HYDRANT AND FDC
 SHALL BE CLOSELY COORDINATED WITH THE BUREAU OF FIRE
 PREVENTION.
  
 9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER
 THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY
 ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM,
 ENSURE THEY COMPLY WITH THE REQUIREMENTS OF FS 61G AND
 SUBMITTED WITH THE MASTER PERMIT.
  
 9A. THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE
 LOCATIONS SHALL MEET THE REQUIREMENTS OF NFPA 24 AND
 SHALL BE COORDINATED WITH THE OFFICE OF FIRE MARSHAL,
 THE CITY'S ENGINEERS OFFICE, THE LANDSCAPE PLANNER, AND
 THE CITY'S PLANNING AND ZONING OFFICE.
  
 10. COMPLETE LIFE SAFETY PLANS FOR THE OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
 EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
 PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
 SAFETY FEATURES AND EQUIPMENT.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. RADIO
  
 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.
  
 NFPA 72, 24.9 TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT
 SYSTEMS.
  
 THE SYSTEM SHALL MAINTAIN A MINIMUM RADIO SIGNAL
 STRENGTH OF -95 DBM FOR THE RADIO SYSTEM USED BY WEST
 PALM BEACH FIRE DEPARTMENT
  
 TESTING SHALL BE BY AN ACCEPTABLE NATIONAL STANDARD
 DOCUMENTING PERCENTAGES NOTED ABOVE AND BY ACTUAL RADIO
 TESTING BY FIRE PERSONNEL.
  
 IF THE MINIMUM CANNOT BE MAINTAINED, A BI-DIRECTIONAL
 AMPLIFIED SYSTEM SHALL BE INSTALLED WITH A MINIMUM
 2-HOUR RUN TIME BATTERY BACK-UP.
  
 PLEASE CONTACT MARK FILLA, PALM BEACH COUNTY PUBLIC
 SAFETY RADIO SYSTEMS MANAGER, [email protected],
 561-233-0837; AS OUR RADIOS OPERATE ON THEIR SYSTEM FOR
 DETAILED RADIO FREQUENCY AND INSTALLATION INSTRUCTIONS.
  
  
 13. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 14. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 4 Status P Date 02-21-2023 Cont ID  
Sent By rcaranci Date 02-21-2023 Time 11:21 Rev Time 0.00
Received By rcaranci Date 02-21-2023 Time 11:21 Sent To  
Notes
2023-02-21 11:22:29LANDSCAPE PLAN SAME AS PREVIOUS SUBMITTAL.
Review Stop L LANDSCAPING
Rev No 3 Status P Date 07-08-2022 Cont ID  
Sent By rcaranci Date 07-08-2022 Time 16:55 Rev Time 0.00
Received By rcaranci Date 07-08-2022 Time 16:55 Sent To  
Notes
2022-07-08 16:55:26FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 1156 CLARE AVE (Z18040013) Z21080014
 JULY 8, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PROVIDE A LANDSCAPE PLAN PREPARED, SIGNED
 AND SEALED BY A LANDSCAPE ARCHITECT AUTHORIZED BY
 F.S.CH. 481 PT. 2, PER SECTION 94-442(B)(1).
  
 2. SATISFIED. PROVIDE CALCULATIONS FOR BUFFER
 REQUIREMENTS FOR ALL PROPERTY LINES AND PROVIDE THE
 REQUIRED TREES OR NUMBER OF SUBSTITUTE PALMS PER
 CURRENT CODE REQUIREMENTS OF SECTION 94-443(B). REVISE
 TABLE TO SHOW NORTH-46? REQUIRES 2 TREES, EAST- 52.73?
 REQUIRES 2 TREES, SOUTH-125?REQUIRES 5 TREES, WEST ?
 50? REQUIRES 2 TREES. REVISE CHART AND PROVIDE THE
 REQUIRED BUFFER TREES.
  
 3. SATISFIED. CORRECT REQUIRED OPEN SPACE TO 40%, 2568
 SQ FT, REQUIRES 2 TREES, 1 FLOWERING TREE, AND 6
 SHRUBS.
  
 4. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 5. SATISFIED. REVISE PLANT LIST TO SHOW 12 FOOT MINIMUM
 TREE SIZES REQUIRED.
  
 6. SATISFIED. CORRECT THE FLORIDA FRIENDLY POINTS,
 BAHIA (PASPALUM NOTATUM) IS NOT A FLORIDA NATIVE PLANT.
  
 7. SATISFIED. REMOVE NOTE REGARDING TEMPORARY
 IRRIGATION FOR NATIVE PLANTS. SOME OF THE PLANTS ARE
 NOT NATIVE AND DO NOT QUALIFY FOR AN EXEMPTION. SUPPLY
 A PLAN SHOWING LOW, MODERATE AND HIGH WATER USAGE
 ZONES.
 8. SATISFIED. SHOW COMPLIANCE WITH SECTION 94-445 L.
 PLANT SPECIES. A MINIMUM OF 60 PERCENT OF PLANT
 MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES.
  
 ADDITIONAL COMMENTS 2/7/22:
  
 9. SATISFIED. CIVIL PLANS SHOW D CURB ALONG SOUTH EDGE
 OF PAVEMENT, CURB NEEDS TO BE SHOWN ON SITE AND
 LANDSCAPE PLAN.
 10. SATISFIED. WATER AND SEWER LINES ON LANDSCAPE PLAN
 DO NOT MATCH THE CIVIL DRAWINGS AND THERE ARE CONFLICTS
 WITH TREES. THE DRAINAGE AND EXFILTRATION ARE TOO CLOSE
 TO THE TREES ON THE SOUTH SIDE. CIVIL DRAWINGS MUST BE
 COORDINATED WITH THE LANDSCAPE ARCHITECT.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 02-08-2022 Cont ID  
Sent By rcaranci Date 02-08-2022 Time 15:23 Rev Time 0.00
Received By rcaranci Date 02-08-2022 Time 15:23 Sent To  
Notes
2022-02-08 15:23:55FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 1156 CLARE AVE (Z18040013) Z21080014
 FEBRUARY 7, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. PROVIDE A LANDSCAPE PLAN PREPARED, SIGNED
 AND SEALED BY A LANDSCAPE ARCHITECT AUTHORIZED BY
 F.S.CH. 481 PT. 2, PER SECTION 94-442(B)(1).
  
 2. SATISFIED. PROVIDE CALCULATIONS FOR BUFFER
 REQUIREMENTS FOR ALL PROPERTY LINES AND PROVIDE THE
 REQUIRED TREES OR NUMBER OF SUBSTITUTE PALMS PER
 CURRENT CODE REQUIREMENTS OF SECTION 94-443(B). REVISE
 TABLE TO SHOW NORTH-46? REQUIRES 2 TREES, EAST- 52.73?
 REQUIRES 2 TREES, SOUTH-125?REQUIRES 5 TREES, WEST ?
 50? REQUIRES 2 TREES. REVISE CHART AND PROVIDE THE
 REQUIRED BUFFER TREES.
  
 3. SATISFIED. CORRECT REQUIRED OPEN SPACE TO 40%, 2568
 SQ FT, REQUIRES 2 TREES, 1 FLOWERING TREE, AND 6
 SHRUBS.
  
 4. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 5. SATISFIED. REVISE PLANT LIST TO SHOW 12 FOOT MINIMUM
 TREE SIZES REQUIRED.
  
 6. SATISFIED. CORRECT THE FLORIDA FRIENDLY POINTS,
 BAHIA (PASPALUM NOTATUM) IS NOT A FLORIDA NATIVE PLANT.
  
 7. SATISFIED. REMOVE NOTE REGARDING TEMPORARY
 IRRIGATION FOR NATIVE PLANTS. SOME OF THE PLANTS ARE
 NOT NATIVE AND DO NOT QUALIFY FOR AN EXEMPTION. SUPPLY
 A PLAN SHOWING LOW, MODERATE AND HIGH WATER USAGE
 ZONES.
 8. SATISFIED. SHOW COMPLIANCE WITH SECTION 94-445 L.
 PLANT SPECIES. A MINIMUM OF 60 PERCENT OF PLANT
 MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES.
  
 ADDITIONAL COMMENTS 2/7/22:
  
 9. CIVIL PLANS SHOW D CURB ALONG SOUTH EDGE OF
 PAVEMENT, CURB NEEDS TO BE SHOWN ON SITE AND LANDSCAPE
 PLAN.
 10. WATER AND SEWER LINES ON LANDSCAPE PLAN DO NOT
 MATCH THE CIVIL DRAWINGS AND THERE ARE CONFLICTS WITH
 TREES. THE DRAINAGE AND EXFILTRATION ARE TOO CLOSE TO
 THE TREES ON THE SOUTH SIDE. CIVIL DRAWINGS MUST BE
 COORDINATED WITH THE LANDSCAPE ARCHITECT.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 09-03-2021 Cont ID  
Sent By rcaranci Date 09-03-2021 Time 16:49 Rev Time 0.00
Received By rcaranci Date 09-03-2021 Time 16:49 Sent To  
Notes
2021-09-03 16:50:36FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 1156 CLARE AVE (Z18040013) Z20180014
 SEPTEMBER 3, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE A LANDSCAPE PLAN PREPARED, SIGNED AND SEALED
 BY A LANDSCAPE ARCHITECT AUTHORIZED BY F.S.CH. 481 PT.
 2, PER SECTION 94-442(B)(1).
  
 2. PROVIDE CALCULATIONS FOR BUFFER REQUIREMENTS FOR ALL
 PROPERTY LINES AND PROVIDE THE REQUIRED TREES OR NUMBER
 OF SUBSTITUTE PALMS PER CURRENT CODE REQUIREMENTS OF
 SECTION 94-443(B). REVISE TABLE TO SHOW NORTH-46?
 REQUIRES 2 TREES, EAST- 52.73? REQUIRES 2 TREES,
 SOUTH-125?REQUIRES 5 TREES, WEST ? 50? REQUIRES 2
 TREES. REVISE CHART AND PROVIDE THE REQUIRED BUFFER
 TREES.
  
 3. CORRECT REQUIRED OPEN SPACE TO 40%, 2568 SQ FT,
 REQUIRES 2 TREES, 1 FLOWERING TREE, AND 6 SHRUBS.
  
 4. PROVIDE LOCATIONS OF LIGHTING ON THE LANDSCAPE PLAN
 TO AVOID CONFLICTS WITH LANDSCAPING.
  
 5. REVISE PLANT LIST TO SHOW 12 FOOT MINIMUM TREE SIZES
 REQUIRED.
  
 6. CORRECT THE FLORIDA FRIENDLY POINTS, BAHIA (PASPALUM
 NOTATUM) IS NOT A FLORIDA NATIVE PLANT.
  
 7. REMOVE NOTE REGARDING TEMPORARY IRRIGATION FOR
 NATIVE PLANTS. SOME OF THE PLANTS ARE NOT NATIVE AND DO
 NOT QUALIFY FOR AN EXEMPTION. SUPPLY A PLAN SHOWING
 LOW, MODERATE AND HIGH WATER USAGE ZONES.
 8. SHOW COMPLIANCE WITH SECTION 94-445 L. PLANT
 SPECIES. A MINIMUM OF 60 PERCENT OF PLANT MATERIAL
 ADDED SHALL BE FLORIDA NATIVE OR DROUGHT TOLERANT
 SPECIES SELECTED FROM THE CITY LIST OR THE LIST OF
 SPECIES IN THE MOST RECENT EDITION OF SOUTH FLORIDA
 WATER MANAGEMENT DISTRICT WATERWISE SOUTH FLORIDA
 LANDSCAPES.
  
  
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  
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Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 2 Status P Date 08-12-2022 Cont ID  
Sent By mtechnow Date 08-12-2022 Time 16:38 Rev Time 0.00
Received By mtechnow Date 08-12-2022 Time 16:38 Sent To  
Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 02-01-2022 Cont ID  
Sent By mtechnow Date 02-01-2022 Time 10:05 Rev Time 0.00
Received By mtechnow Date 02-14-2022 Time 17:23 Sent To  
Notes
2022-02-01 10:04:43COMMENTS FOR THE REFERENCED PROJECT:
 SHEET C-1:
 -ADD A NOTE OR CALL OUT FOR EXISTING SERVICE TO BE CUT
 AND CAPPED AT THE MAIN IF BEING ABANDONED/RELOCATED.
 SHEET C-2
 -SHOW PROFILE VIEW OF TIE-INS FROM TAP TO POINT OF
 SERVICE (PROPERTY LINE) SHOWING VERTICAL CLEARANCES AND
 ANY CONFLICTS.
 -CALL OUT CLARE AVE ROW LINES.
  
 CONTACT MIKE TECHNOW [email protected] OR 561-494-1047
 WITH ANY QUESTIONS.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status P Date 02-13-2023 Cont ID  
Sent By mhurley Date 02-13-2023 Time 08:09 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-02-13 08:09:39ALL INSTALLED CONTAINMENT BACKFLOW ASSEMBLIES MUST BE
 RP TYPE, LEAD FREE, AND USC APPROVED.
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 02-11-2022 Cont ID  
Sent By   Date 02-11-2022 Time   Rev Time 0.00
Received By   Date 02-11-2022 Time   Sent To  
Notes
2022-02-11 09:23:41NO FURHER COMMENTS.
  
 MATT HEJAZI
 DEPT OF PUBLIC WORKS
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 09-08-2021 Cont ID  
Sent By   Date 09-08-2021 Time   Rev Time  
Received By   Date 09-08-2021 Time   Sent To  
Notes
2021-09-08 14:14:32PLEASE PROVIDE THE FOLLOWINGS:
 - LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
 WASTE VOLUME PRODUCED ALONG WITH THE SIZE AND TYPE OF
 THE CONTAINER (I.E. DUMPSTER/COMPACTOR) THAT WILL BE
 UTILIZED THAT WILL BE UTILIZED FOR THE SANITATION
 SERVICE.
 - AUTO TURN FOR THE SANITATION SERVICE, FRONT LOADER
 TRUCK
  * TRUCK LENGTH: 35 FT
  * TRUCK WITH: 11 FT
  * TURNING RADIUS:
  - SAE TURNING RADIUS: 32.5 FT
  - CURB-TO-CURB DIAMETER: 74 FT
  - WALL-TO-WALL DIAMETER: 86.3 FT
 - DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
 RECYCLING CONTAINERS.
 - FOR A FREESTANDING SITE DUMPSTER ENCLOSURE, THE
 ENCLOSURE SHALL COMPLY WITH THE LATEST REVISION OF CITY
 OF WEST PALM BEACH GENERAL CONSTRUCTION-GARBAGE
 ENCLOSURE STANDARD, CG-8.
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop STORM STORMWATER
Rev No 4 Status P Date 02-17-2023 Cont ID  
Sent By tward Date 02-17-2023 Time 16:53 Rev Time 0.00
Received By tward Date 02-17-2023 Time 17:16 Sent To  
Notes
2023-02-17 17:15:16THESE COMMENTS ARE FROM THE REVIEW OF THE 2/10/2023
 SUBMITTAL:
  
 1. SIDEWALK RAMP BETWEEN STREET SIDEWALK AND THE
 PARKING LOT WILL NEED HANDRAILS PER THE FBC
 ACCESSIBILITY CHAPTER (SLOPE IS IN EXCESS OF 5% AND
 MORE THAN 6 INCHES HIGH). THE HANDRAILS CANNOT EXTEND
 INTO THE RIGHT OF WAY. A LEVEL LANDING MAY BE REQUIRED
 AT THE TOP OF THE RAMP. THE SLOPE MAY BE RESTRICTED TO
 LESS THAN 5% IF A PORTION OF THE SIDEWALK RUNS N-S
 ALONG THE BUILDING ANF THEN TURNS TO THE WEST TO THE
 RIGHT OF WAY.
  
 2. 5-YEAR RUNOFF DEPTH WILL BE 4.22 INCHES (=0.35 FT)
 (SCS FORMULA. P = 6 INCHES; AVG S = 1.88 INCHES). 5-YR
 RUNOFF VOLUME WILL BE 2247 C.F. (0.35 FT X 6420 S.F.).
  
 3. IF THE PAVEMENT CUT FOR THE SEWER LATERAL EXTENDS
 PAST THE ROAD CENTERLINE, THEN THE MILL AND RESUFACE
 LIMITS WILL NEED TO EXTEND TO THE EDGE OF THE
 SOUTHBOUND TRAVEL LANE (EDGE OF PARKING SPACE) AND 50
 FEET NORTH AND SOUTH OF THE SEWER LATERAL.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 3 Status F Date 08-12-2022 Cont ID  
Sent By tward Date 08-12-2022 Time 16:42 Rev Time 0.00
Received By tward Date 08-12-2022 Time 16:43 Sent To  
Notes
2022-08-12 16:43:04THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 6-13-2022 SUBMITTAL. THEY CAN ALL BE LISTED AS
 CONDITIONS FOR SITE PLAN APPROVAL.
  
 1. SHEET C-3: DRAINAGE CALCS.
 A. 5-YEAR RUNOFF VOLUME SHOULD INCLUDE PERVIOUS AREA.
 SCS EQUATION CAN BE USED TO CALCULATE THE VOLUME OF
 RUNOFF.
 B. MINIMUM REQUIRED LENGTH OF TRENCH WOULD BE AROUND 40
 LINEAR FEET.
  
 2. SHEET C-3 DETAIL 4 ? PROPOSED DRIVEWAY CONNECTION
 DETAIL ?
 A. SUGGEST ADDING SLOPE ARROW ON SIDEWALK AND LISTING
 SLOPE AS 2% MAXIMUM.
 B. REMOVE DROP CURB AND SHOW DRIVEWAY APRON TO THE EDGE
 OF PAVEMENT AND CONTROL JOINT WHERE THE BACK OF CURB
 WOULD BE.
 C. SPECIFY SP ASPHALT INSTEAD OF TYPE S-III ASPHALT
 WITHIN THE RIGHT OF WAY.
  
 3. SHEET C-3 PROPOSED PGD PLAN ? LIST CONTOUR INTERVAL
 OR SPOT GRADE LOWER THAN THE BACK OF SIDEWALK TO
 INDICATE SWALE.
  
 4. SHEET C-5 DETAIL 3 PROPOSED SIDEWALK SECTION
 A. SUGGEST ADDING SLOPE ARROW ON SIDEWALK AND LISTING
 SLOPE AS 2% MAXIMUM.
 B. SHOW SWALE SECTION BEHIND THE SIDEWALK.
 C. SPECIFY SP ASPHALT INSTEAD OF TYPE S-III ASPHALT
 WITHIN THE RIGHT OF WAY.
  
 5. WHAT IS THE ROCK TRENCH BETWEEN CB-2 AND BU-1 FOR?
  
 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 2 Status F Date 02-11-2022 Cont ID  
Sent By tward Date 02-11-2022 Time 11:44 Rev Time 0.00
Received By tward Date 02-11-2022 Time 11:49 Sent To  
Notes
2022-02-11 11:48:03THE FOLLOWING OMMENTS ARE FROM THE REVIEW OF THE
 1/28/22 PLAN SUBMITTAL:
  
 1. VERIFY THE VERTICAL DATUM USED ON THE CIVIL PLANS.
 NAVD1988 IS NOTED TWICE ON SHEET C-1. THE SURVEY IS
 SHOWN TO BE IN NAVD1988 AND ITS ELEVATIONS ARE ~ 1.47'
 LOWER THAN THE SPOT GRADES SHOWN ON THE CIVIL PLANS.
 THE VERTICAL DATUM SHOULD BE CONSISTENT BETWEEN THE
 SURVEY, CIVIL, ARCHITECTURAL, LANDSCAPING PLANS.
  
 2. CONFIRM FEMA BASE FLOOD ELEVATION (12.7' NAVD)
 LISTED ON SHEET C-1.
  
 3. PARKING LOT STRIPING DETAIL TO BE CONSISTENT WITH
 STALL PAINTING DETAIL IN SECTION 94-485 OF THE CITY'S
 CODE OF ORDINANCES.
  
 4. LIST THE VERTICAL DATUM REFERENCE AND CONVERSION TO
 NGVD1929 ON EVERY SHEET WITH ELEVATION INFORMATION.
 THIS INCLUDES SHEETS C-2 AND C-3,
  
 5. REMOVE THE BUBBLE UP STRUCTURE IN THE RIGHT OF WAY.
 THE ON-SITE DRAINAGE SYSTEM WILL NEED TO BE DESIGNED
 FOR THE 5-YEAR DESIGN STORM EVENT BEFORE SPILLING OVER
 INTO THE RIGHT OF WAY.
  
 6. IN THE EXFILTRATION TRENCH EQUATION, H2 IS EQUAL TO
 THE VERTICAL DISTANCE BETWEEN THE CONTROL ELEVATION AND
 THE HIGHER OF THE BOTTOM ELEVATION OF THE EXFILTRATION
 TRENCH OR WATER TABLE ELEVATION.
  
 7. THE SLOPE OF SIDEWALK ALONG CLARE AVE, INCLUDING
 ACROSS THE DRIVEWAY, TO MEET ADA CRITERIA.
  
 8. IN SECTION 03 ON SHEET C-3, WILL THE BACK OF CURB BE
 EXPOSED OR WILL THE LANDSCAPING AREA MEET THE TOP OF
 CURB?
  
 9. STABILIZED CONSTRUCTION ENTRANCE TO BE LOCATED
 OUTSIDE OF THE RIGHT OF WAY.
  
 10. PROVIDE MINIMUM BEARING STRENGTH FOR SUBGRADE.
  
 11. INCLUDE PRB'S IN DRAINAGE STRUCTURES CONNECTED TO
 EXFILTRATION TRENCHES TO EXTEND THE USEFUL LIFE OF THE
 EXFILTRATION TRENCH.
  
 12. DIMENSION THE THICKENED EDGE OF THE PROPOSED
 SIDEWALK SECTION 03 ON SHEET C-5 INCLUDING CALLING OUT
 THE TOOL JOINT.
  
 13. CREATE A DEPRESSED AREAS IN THE GREEN AREA BETWEEN
 THE BACK OF SIDEWALK/PROPERTY LINE AND THE BUILDING AND
 IN THE AREA BETWEEN THE WEST AND SOUTH PROPERTY LINES
 AND DRIVEWAY.
  
 14. THE LONGITUDINAL SLOPE OF THE SIDEWALK BETWEEN THE
 PROPERTY LINE AND THE PARKING LOT DOESN'T APPEAR TO
 MEET ADA.
  
 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 09-01-2021 Cont ID  
Sent By tward Date 09-01-2021 Time 09:08 Rev Time 0.00
Received By tward Date 09-01-2021 Time 09:10 Sent To  
Notes
2021-09-01 09:10:13THIS 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. NO ENGINEERING PLANS WERE PROVIDED.
  
 2. THE CITY?S OFFICIAL VERTICAL DATUM PER CITY CODE IS
 NGVD1929. THE CITY IS ALLOWING SURVEYS AND PLANS TO USE
 NAVD1988 PROVIDED THE CONVERSION EQUATION BETWEEN
 NAVD1988 AND NGVD1929 IS ALSO PROVIDED. TTHE VERTICAL
 DATUM AND CONVERSION EQUATION TO NGVD1929 SHOULD BE
 LISTED ON ALL CIVIL ENGINEERING SHEETS WITH ELEVATION
 INFORMATION.
  
 2. THE SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA WITH
 BASE FLOOD ELEVATION (BFE) OF 12.1 FT NAVD.
 STRUCTURES/MECHANICAL EQUIPMENT ARE TO HAVE MINIMUM TWO
 FEET OF FREEBOARD ABOVE THE BFE.
  
 3. THE SIDEWALK WITHIN THE RIGHT OF WAY ALONG THE SITE
 FRONTAGE WILL NEED TO BE REPLACED ? 6-INCH THICK AT THE
 PROPOSED DRIVEWAY ENTRANCE; REPLACE EXISTING DRIVEWAY
 ENTRANCE WITH RAISED CURB AND SIDEWALK.
  
 4. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF
 CONSTRUCTION.
  
 4. PROVIDE A COPY OF THE DRAINAGE CALCULATIONS WITH THE
 ENGINEERING PERMIT APPLICATION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 02-11-2022 Cont ID  
Sent By vnoel Date 02-11-2022 Time 07:59 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 09-08-2021 Cont ID  
Sent By vnoel Date 09-08-2021 Time 13:25 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2021-09-08 13:32:331. NO ENGINEERING PLANS SUBMITTED.
 2. EXISTING WATER METER NEEDS TO BE MOVED OUT OF
 PROPOSED DRIVEWAY.
 3. SURVEY NEEDS TO BE UPDATED.
 4. NEED LEGEND OF CORNER MONUMENTATION.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 5 Status P Date 04-14-2023 Cont ID  
Sent By   Date 04-14-2023 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2023-04-14 10:20:11NO FURTHER COMMENTS.
  
  
 1) SATISFIED. PROVIDE COUNTY TPS LETTER
 2) SATISFIED. PROVIDE A LETTER BY A PROFESSIONAL
 ENGINEER VALIDATING THE BI-DIRECTIONAL DRIVEWAY
 3) SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE BASIC
 CURB DETAILS (I.E. DRIVEWAY, CURB CUT, AND PARKING
 STALLS) ON THE OPPOSITE SIDE OF THE ROADS SURROUNDING
 THE PROPOSED DEVELOPMENT. SHEET C-4, PER LATEST
 RESPONSE, DOES NOT ADDRESS THIS COMMENT
 4) 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 CLEAR EXPLANATION
 ON GARBAGE DISPOSAL OPERATIONS. ARE THE 96-GALLON
 CONTAINERS BEING PICKED UP INSIDE THE PROPOSED
 DEVELOPMENT OR MOVED AND RETRIEVED BY THE ROADSIDE
 CURB?
 5) SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES.
 6) SATISFIED. SHOWCASE THE DISTANCE BETWEEN THE
 EXISTING LIGHT POLE AND THE PROPOSED DRIVEWAY FLARE. A
 MINIMUM OF 3 FEET CLEAR ZONE HAS TO BE MAINTAINED.
 PLEASE DRAW A CIRCLE WITH A 3 FEET RADIUS AROUND THE
 POLE TO VALIDATE SUCH DISTANCE, PROVIDE DOCUMENT NAME
 AND SHEET NUMBER SHOWCASING SUCH FEATURE.
 7) SATISFIED. HOW DOES A VEHICLE TURN AROUND WHEN ALL
 PARKING STALLS ARE OCCUPIED? PROVIDE AUTOTURN
 SHOWCASING THE MANEUVER, ASSUMING ALL STALLS ARE
 OCCUPIED. PER CITY CODE 93-485(M): ALL PARKING &
 LOADING MANEUVERS SHOULD BE CONTAINED ON-SITE. NO
 MANEUVERING OFF-STREET. GIVEN THE LANDUSE TYPE, PLEASE
 REVISE THE ANALYSIS SO TO MODEL A BOX TRUCK U-TURN
 MANEUVER; THE ANALYSIS MUST DISTINCTIVELY SHOW THE
 DYNAMIC ENVELOPE AND THE WHEEL PATH OF THE VEHICLE
 (I.E. DIFFERENT COLORS)
 8) SATISFIED. DEPENDING ON THE RESULT OF THE REVISED
 AUTOTURN ANALYSIS, IT MAY BE NECESSARY TO PROVIDE
 FURTHER MANEUVERING SPACE BY REDUCING OR REPLACING THE
 LANDSCAPE AREA ON THE OPPOSITE SIDE OF THE PARKING
 STALLS WITH ASPHALT
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status F Date 02-17-2023 Cont ID  
Sent By   Date 02-17-2023 Time   Rev Time 0.00
Received By   Date 02-17-2023 Time   Sent To  
Notes
2023-02-17 11:51:05TRAFFIC COMMENTS
 1) SATISFIED. PROVIDE COUNTY TPS LETTER
 2) SATISFIED. PROVIDE A LETTER BY A PROFESSIONAL
 ENGINEER VALIDATING THE BI-DIRECTIONAL DRIVEWAY
 3) SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE BASIC
 CURB DETAILS (I.E. DRIVEWAY, CURB CUT, AND PARKING
 STALLS) ON THE OPPOSITE SIDE OF THE ROADS SURROUNDING
 THE PROPOSED DEVELOPMENT. SHEET C-4, PER LATEST
 RESPONSE, DOES NOT ADDRESS THIS COMMENT
 4) 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 CLEAR EXPLANATION
 ON GARBAGE DISPOSAL OPERATIONS. ARE THE 96-GALLON
 CONTAINERS BEING PICKED UP INSIDE THE PROPOSED
 DEVELOPMENT OR MOVED AND RETRIEVED BY THE ROADSIDE
 CURB?
 5) SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES.
 6) SATISFIED. SHOWCASE THE DISTANCE BETWEEN THE
 EXISTING LIGHT POLE AND THE PROPOSED DRIVEWAY FLARE. A
 MINIMUM OF 3 FEET CLEAR ZONE HAS TO BE MAINTAINED.
 PLEASE DRAW A CIRCLE WITH A 3 FEET RADIUS AROUND THE
 POLE TO VALIDATE SUCH DISTANCE, PROVIDE DOCUMENT NAME
 AND SHEET NUMBER SHOWCASING SUCH FEATURE.
 7) PARTIALLY SATISFIED. HOW DOES A VEHICLE TURN AROUND
 WHEN ALL PARKING STALLS ARE OCCUPIED? PROVIDE AUTOTURN
 SHOWCASING THE MANEUVER, ASSUMING ALL STALLS ARE
 OCCUPIED. PER CITY CODE 93-485(M): ALL PARKING &
 LOADING MANEUVERS SHOULD BE CONTAINED ON-SITE. NO
 MANEUVERING OFF-STREET. GIVEN THE LANDUSE TYPE, PLEASE
 REVISE THE ANALYSIS SO TO MODEL A BOX TRUCK U-TURN
 MANEUVER; THE ANALYSIS MUST DISTINCTIVELY SHOW THE
 DYNAMIC ENVELOPE AND THE WHEEL PATH OF THE VEHICLE
 (I.E. DIFFERENT COLORS)
 8) DEPENDING ON THE RESULT OF THE REVISED AUTOTURN
 ANALYSIS, IT MAY BE NECESSARY TO PROVIDE FURTHER
 MANEUVERING SPACE BY REDUCING OR REPLACING THE
 LANDSCAPE AREA ON THE OPPOSITE SIDE OF THE PARKING
 STALLS WITH ASPHALT
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date 06-29-2022 Cont ID  
Sent By   Date 06-29-2022 Time   Rev Time 0.00
Received By   Date 06-29-2022 Time   Sent To  
Notes
2022-06-29 01:04:581) SATISFIED. PROVIDE COUNTY TPS LETTER
 2) SATISFIED. PROVIDE A LETTER BY A PROFESSIONAL
 ENGINEER VALIDATING THE BI-DIRECTIONAL DRIVEWAY
 3) SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE BASIC
 CURB DETAILS (I.E. DRIVEWAY, CURB CUT, AND PARKING
 STALLS) ON THE OPPOSITE SIDE OF THE ROADS SURROUNDING
 THE PROPOSED DEVELOPMENT. SHEET C-4, PER LATEST
 RESPONSE, DOES NOT ADDRESS THIS COMMENT
 4) 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 CLEAR EXPLANATION
 ON GARBAGE DISPOSAL OPERATIONS. ARE THE 96-GALLON
 CONTAINERS BEING PICKED UP INSIDE THE PROPOSED
 DEVELOPMENT OR MOVED AND RETRIEVED BY THE ROADSIDE
 CURB?
 5) SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES.
 6) NOT SATISFIED. SHOWCASE THE DISTANCE BETWEEN THE
 EXISTING LIGHT POLE AND THE PROPOSED DRIVEWAY FLARE. A
 MINIMUM OF 3 FEET CLEAR ZONE HAS TO BE MAINTAINED.
 PLEASE DRAW A CIRCLE WITH A 3 FEET RADIUS AROUND THE
 POLE TO VALIDATE SUCH DISTANCE, PROVIDE DOCUMENT NAME
 AND SHEET NUMBER SHOWCASING SUCH FEATURE.
 7) NOT SATISFIED. HOW DOES A VEHICLE TURN AROUND WHEN
 ALL PARKING STALLS ARE OCCUPIED? PROVIDE AUTOTURN
 SHOWCASING THE MANEUVER, ASSUMING ALL STALLS ARE
 OCCUPIED. PER CITY CODE 93-485(M): ALL PARKING &
 LOADING MANEUVERS SHOULD BE CONTAINED ON-SITE. NO
 MANEUVERING OFF-STREET
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 02-04-2022 Cont ID  
Sent By   Date 02-04-2022 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2022-02-04 17:50:01TRAFFIC COMMENTS
 1) SATISFIED. PROVIDE COUNTY TPS LETTER
 2) SATISFIED. PROVIDE A LETTER BY A PROFESSIONAL
 ENGINEER VALIDATING THE BI-DIRECTIONAL DRIVEWAY
 3) NOT SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE
 BASIC CURB DETAILS (I.E. DRIVEWAY AND PARKING STALLS)
 ON THE OPPOSITE SIDE OF THE ROADS SURROUNDING THE
 PROPOSED DEVELOPMENT. SHEET C-4, PER LATEST RESPONSE,
 DOES NOT ADDRESS THIS COMMENT
 4) PARTIALLY 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 CLEAR
 EXPLANATION ON GARBAGE DISPOSAL OPERATIONS. ARE THE
 96-GALLON CONTAINERS BEING PICKED UP INSIDE THE
 PROPOSED DEVELOPMENT OR MOVED AND RETRIEVED BY THE
 ROADSIDE CURB?
 5) SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES
 6) NOT SATISIFED. SHOWCASE THE DISTANCE BETWEEN THE
 EXISTING LIGHT POLE AND THE PROPOSED DRIVEWAY FLARE. A
 MINIMUM OF 3 FEET CLEAR ZONE HAS TO BE MAINTAINED
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 09-08-2021 Cont ID  
Sent By   Date 09-08-2021 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2021-09-08 19:51:281) PROVIDE COUNTY TPS LETTER
 2) PROVIDE A LETTER BY A PROFESSIONAL ENGINEER
 VALIDATING THE BI-DIRECTIONAL DRIVEWAY
 3) ON THE SITE PLAN, PLEASE SHOWCASE BASIC CURB DETAILS
 (I.E. DRIVEWAY AND PARKING STALLS) ON THE OPPOSITE SIDE
 OF THE ROADS SURROUNDING THE PROPOSED DEVELOPMENT
 4) 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
 5) PROVIDE PARKING TABLE SHOWCASING THE NUMBER OF
 REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA
 AND BICYCLE ONES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 5 Status P Date 04-19-2023 Cont ID  
Sent By llouie Date 04-19-2023 Time   Rev Time 0.00
Received By llouie Date 04-19-2023 Time   Sent To  
Notes
2023-04-19 10:49:17CONDITIONS OF APPROVAL:
  
 1.) PARKING STALL STRIPING SHALL BE CONSISTENT WITH THE
 MINIMUM STRIPING REQUIREMENTS AND STANDARDS OF SEC.
 94-485 OF THE ZONING AND LAND DEVELOPMENT REGULATIONS
 (ZLDRS).
  
 2.) THE FOLLOWING COMMENTS SHALL BE ADDRESSED AT TIME
 OF ENGINEERING PERMIT:
  
 2.1) SIDEWALK RAMP BETWEEN STREET SIDEWALK AND THE
 PARKING LOT WILL NEED HANDRAILS PER FBC ACCESSIBILITY
 CHAPTER (SLOPE IS IN EXCESS OF 5% AND MORE THAN 6
 INCHES HIGH). THE HANDRAILS CANNOT EXTEND INTO THE
 RIGHT-OF-WAY. A LEVEL LANDING MAY BE REQUIRED AT THE
 TOP OF THE RAMP. THE SLOPE MAY BE RESTRICTED TO LESS
 THAN 5% IF A PORTION OF THE SIDEWALK RUNS NORTH-SOUTH
 ALONG THE BUILDING AND THEN TURNS TO THE WEST TO THE
 RIGHT-OF-WAY.
  
 2.2) 5-YEAR RUNOFF DEPTH WILL BE 4.22 INCHES.
  
 2.3) IF THE PAVEMENT CUT FOR THE SEWER LATERAL EXTENDS
 PAST THE ROAD CENTERLINE, THEN THE MILL AND RESURFACE
 LIMITS WILL NEED TO EXTEND TO THE EDGE OF THE
 SOUTHBOUND TRAVEL LANE (EDGE OF THE PARKING SPACE) AND
 50 FEET NORTH AND SOUTH OF THE SEWER LATERAL.
  
 2.4) ALL INSTALLED CONTAINMENT BACKFLOW ASSEMBLIES MUST
 BE RP TYPE, LEAD FREE AND USC APPROVED.
  
 3.) A MINOR AMENDMENT TO THIS SITE PLAN APPROVAL SHALL
 BE REQUIRED FOR THE AS-BUILT PRIOR TO THE ISSUANCE OF A
 CERTIFICATE OF OCCUPANCY (C.O.). ALL PLAN SETS SHALL BE
 SUBMITTED AS PART OF THIS MINOR AMENDMENT (INCLUDING
 THE SITE PLAN, LANDSCAPE PLAN, ARCHITECTURAL DRAWINGS
 AND CIVIL PLANS), AND ALL PLANS SHALL MATCH THE
 AS-BUILT FOR CONSISTENCY.
  
Review Stop Z ZONING
Rev No 4 Status P Date 02-22-2023 Cont ID  
Sent By llouie Date 02-22-2023 Time   Rev Time 0.00
Received By llouie Date 02-22-2023 Time   Sent To  
Notes
2023-02-22 14:25:59SUBJECT TO THE FOLLOWING CONDITION(S):
  
 1.) PARKING STALL STRIPING SHALL BE CONSISTENT WITH THE
 MINIMUM STRIPING REQUIREMENTS OF SEC. 94-485 OF THE
 ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS).
Review Stop Z ZONING
Rev No 3 Status P Date 07-13-2022 Cont ID  
Sent By llouie Date 07-13-2022 Time   Rev Time 0.00
Received By llouie Date 07-13-2022 Time   Sent To  
Notes
2022-07-13 13:02:14SUBJECT TO THE FOLLOWING CONDITION(S):
  
 1.) PARKING STALL STRIPING SHALL BE CONSISTENT WITH THE
 MINIMUM STRIPING REQUIREMENTS OF SEC. 94-485 OF THE
 ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS).
Review Stop Z ZONING
Rev No 2 Status F Date 02-07-2022 Cont ID  
Sent By llouie Date 02-07-2022 Time   Rev Time 0.00
Received By llouie Date 02-07-2022 Time   Sent To  
Notes
2022-02-07 14:46:37*** THE PROJECT WAS ORIGINALLY SUBMITTED IN 2018
 (REFERENCE: ISPR CASE NO. 18-08). DUE TO INACTIVITY
 OVER A SIGNIFICANT AMOUNT OF TIME WITH THE ORIGINAL
 SUBMITTAL, ISPR CASE N. 18-08 WAS WITHDRAWN BY STAFF.
 THE SAME PROJECT IS NOW SUBMITTED UNDER A NEW
 APPLICATION NUMBER (REFERENCE: ISPR CASE NO. 21-11).
 ALL REQUIRED DOCUMENTS FOR THIS NEW SUBMITTAL MUST BE
 UPDATED. ***
  
 GENERAL COMMENTS:
  
 1.) A RESPONSE TO EACH STANDARD IN SEC. 94-35(C), SITE
 DESIGN AND QUALITATIVE DEVELOPMENT STANDARDS, OF THE
 ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS) SHALL
 BE PROVIDED. THE APPLICANT MUST EXPLAIN HOW EACH
 STANDARD (IN WORDS) IS MET THROUGH IN SITE DESIGN.
 [9/2/2021 REPEAT COMMENT: NO DOCUMENT ADDRESSING THE
 STANDARDS WAS FOUND IN THE RESUBMITTAL PACKET.
 APPLICANT'S 1/26/22 RESPONSE TO STAFF'S COMMENT IS THAT
 THE STANDARDS ARE ADDRESSED IN THE PLANS. THIS IS
 INSUFFICIENT, AS A WRITE-UP OF THE STANDARDS IS A
 REQUIRED COMPONENT OF THE APPLICATION PROCESS AND IT IS
 NECESSARY TO ASSIST STAFF WITH UNDERSTANDING THE SITE
 DESIGN OF THE PROJECT. PLEASE REFER TO PAGE 28 OF THE
 2022 DEVELOPMENT APPLICATION.]
  
 2.) THE PROPERTY IS ZONED INDUSTRIAL (I); HOWEVER,
 INFORMATION PROVIDED THROUGHOUT THE APPLICATION (PLANS
 AND DOCUMENTS, I.E. JUSTIFICATION STATEMENT, PROJECT
 FACT SHEET, SITE PLAN, ETC.) INDICATE THAT THE SITE IS
 ZONED LIGHT INDUSTRIAL (LI), WHICH IS INCORRECT. PLEASE
 ADDRESS FOR CONSISTENCY. [9/2/2021 REPEAT COMMENT: NOT
 ADDRESSED. NO REVISED/CORRECTED JUSTIFICATION STATEMENT
 AND PROJECT FACT SHEET PROVIDED WITH THE 1/28/22
 RESUBMITTAL PACKET. ALSO, THE PROJECT DATA TABULAR ON
 SHEET A1.0 HAS NOT BEEN CORRECTED.]
  
 3.) THE UPDATED PUBLIC FACILITIES LETTER FROM AT&T WAS
 NOT PROVIDED IN THE 1/28/22 RESUBMITTAL PACKET.
  
 4.) THE SITE PLAN INDICATES THAT THE PROPOSED PROJECT
 IS A SELF-STORAGE FACILITY; HOWEVER, THE APPLICANT'S
 1/28/22 RESPONSE TO STAFF'S COMMENTS STATES THAT "A USE
 IS NOT PROPOSED OR ANTICIPATED AT THIS TIME." A USE
 MUST BE DETERMINED AT THE SITE PLAN STAGE. IF THIS
 PROJECT IS A SELF-STORAGE FACILITY IT MUST BE CLEARLY
 STATED AS SUCH IN THE PLANS, JUSTIFICATION STATEMENT,
 ETC.
  
  
 SITE PLAN COMMENTS:
  
 1.) PLEASE ADDRESS THE FOLLOWING IN THE GENERAL NOTES
 ON SHEET A1.0: A) #8 (NEW SANITARY SEWER CONNECTION) IS
 NOT IDENTIFIED IN THE SITE PLAN. REMOVE THE NOTE IF NOT
 APPLICABLE; OTHERWISE PLEASE IDENTIFY THE LOCATION OF
 THE NEW SANITARY SEWER CONNECTION IN THE SITE PLAN.
  
 2.) PLEASE ADDRESS THE FOLLOWING IN THE PROJECT DATA
 TABULAR ON SHEET A1.0: A) ZONING IS INDUSTRIAL (I). B)
 THE INFORMATION ON THE FLOOR AREA RATIO IS
 CUT-OFF/INCOMPLETE. C) PROPOSED BUILDING HEIGHT
 INFORMATION IS MISSING AND MUST BE PROVIDED IN THE
 PROJECT DATA.
  
 3.) PLEASE ADDRESS THE FOLLOWING IN THE SITE DATA
 TABULAR ON SHEET A1.0: A) THE GROSS SITE AREA IS NOT
 1,475 ACRES. B) GROSS FLOOR AREA AND BUILDING COVERAGE
 IS INCONSISTENT WITH THE CALCULATIONS PROVIDED IN THE
 PROJECT DATA TABULAR AND IN THE SITE PLAN. NEEDS TO BE
 CORRECTED FOR CONSISTENCY. C) PERCENTAGE PROVIDED FOR
 THE BUILDING COVERAGE SEEMS TO BE INCORRECT. D) THE
 PARKING CALCULATIONS ARE INCORRECT AND NEEDS TO BE
 REFERENCED AS "WAREHOUSING FACILITIES FOR FAMILIES AND
 SMALL BUSINESSES" (I.E. THE PARKING CALCULATION FOR
 WAREHOUSING FACILITIES FOR FAMILIES AND SMLL BUSINESSES
 IS NOT 1 PARKING SPACE/1,000 SQ. FT.).
  
 4.) PLEASE ADD THE FOLLOWING ADDITIONAL NOTES TO THE
 SITE PLAN (AS NOTED IN THE APPLICANT'S 1/26/22 RESPONSE
 LETTER ADDRESSING MECHANICAL EQUIPMENT AND SITE
 LIGHTING): A) THESE BUILDINGS ARE INTENDED FOR
 UNOCCUPIED STORAGE AND WILL NOT BE EQUIPPED WITH AIR
 CONDITIONING OR HEATING. B) BUILDING MOUNTED LIGHTS
 ONLY. ALL OUTDOOR LIGHTING SHALL BE SHIELDED TO REDUCE
 GLARE AND SHALL BE ARRANGED TO REFLECT LIGHT OR GLARE
 AWAY FROM ALL PUBLIC THROUGHFARES.
  
 5.) ALL BUILDINGS/STRUCTURES (I.E. FENCES, TRASH
 ENCLOSURE, ETC.) WITHIN THE PROPOSED PROJECT MUST BE
 LABELED WITH SETBACK DIMENSIONS FROM THE PROPERTY
 LINE(S). [9/2/2021 REPEAT COMMENT: SETBACK DISTANCE
 FROM THE TRASH ENCLOSURE TO THE FRONT (WEST/CLARE
 AVENUE) PROPERTY LINE (A CRITICAL DIMENSION) HAS NOT
 BEEN PROVIDED IN THE SITE PLAN.]
  
 6.) HOW TALL IS THE LOCKING SWING GATE AND THE ADA WALK
 GATE? THE HEIGHT OF THE GATE/FENCE SHALL BE PROVIDED IN
 THE SITE PLAN.
  
 7.) ACCORDING TO THE ARCHITECTURAL ELEVATIONS, AWNINGS
 WILL BE PROVIDED ABOVE THE DOORS OF EACH UNIT. THE
 AWNINGS AND DIMENSIONS SHALL BE OUTLINED IN THE SITE
 PLAN FOR CONSISTENCY WITH THE DRAWINGS.
  
 8.) THE PARKING STRIPING DETAIL PROVIDED ON SHEET C-2
 IS INCONSISTENT WITH THE CITY'S STANDARDS. PARKING
 STRIPING STANDARDS MUST BE CONSISTENT WITH ZLDR
 S.94-485.
  
 9.) THE AREA IDENTIFIED TO MANAGE TRASH GENERATED FROM
 THE PROJECT SHALL BE REVIEWED BY PUBLIC WORKS
 DEPARTMENT. SCREENING OF TRASH/RECEPTACLE ENCLOSURE
 SHALL COMPLY WITH THE REQUIREMENTS OF ZLDR S.94-315.
 [9/2/2021 REPEAT COMMENT: SCREENING REQUIREMENT NOT
 ADDRESSED. THE ENCLOSURE MUST BE LINED WITH LANDSCAPING
 ON ALL THREE SIDES PER ZLDR S.94-315. PLACEMENT AND
 ADEQUACY OF THE ENCLOSURE MUST ALSO BE APPROVED BY THE
 PUBLIC WORKS DEPARTMENT.]
  
 10.) LANDSCAPE AREA AND PLANT MATERIAL ON THE SOUTH
 SIDE OF THE PROPERTY (I.E. THE 5 FT. WIDE LANDSCAPE
 BUFFER) SHALL BE PROTECTED FROM VEHICULAR ENCROACHMENT
 WITH A NON-MOUNTABLE CURB. [ZLDR S.94-443(C)(5)]
  
  
 ARCHITECTURAL COMMENTS:
  
 1.) BUILDING SQUARE FOOTAGE CALCULATIONS PROVIDED IN
 THE FLOOR PLAN(S) OF BOTH BUILDINGS DOES NOT MATCH THE
 CALCULATIONS PROVIDED IN THE SITE PLAN. PLEASE ADDRESS
 FOR CONSISTENCY. [9/2/2021 MODIFIED/REPEAT COMMENT:
 CALCULATIONS FOR BUILDING #2 IS STILL NOT CONSISTENT ON
 BOTH THE SITE PLAN AND FLOOR PLAN. THERE IS A
 DISCREPANCY OF 71 SQ. FT. IF THE 71 SQ. FT. IS THE
 FLOOR AREA CALCULATION OF THE ADA RESTROOM IN UNIT #5,
 IT MUST BE ALSO INCLUDED IN THE OVERALL BUILDING SQUARE
 FOOTAGE CALCULATION. PLEASE ADDRESS FOR CONSISTENCY.]
  
 2.) WEST ELEVATION NOTES/INFORMATION SEEMS TO BE
 CUT-OFF/INCOMPLETE. PLEASE CORRECT.
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF FOUR
 (4) PAPER COPIES, ONE (1) SET IN 11 INCHES X 17 INCHES,
 AND AN ELECTRONIC COPY OF ALL PLANS AND DOCUMENTS.
  
 * ANY CHANGES ON THE RESUBMITTED PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL ($200.00 DUE AT THE TIME OF
 THE NEXT RESUBMITTAL ? FOR CYCLE 3).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
Review Stop Z ZONING
Rev No 1 Status F Date 09-02-2021 Cont ID  
Sent By llouie Date 09-02-2021 Time   Rev Time  
Received By llouie Date 09-02-2021 Time   Sent To  
Notes
2021-09-02 14:30:48*** THE PROJECT WAS ORIGINALLY SUBMITTED IN 2018
 (REFERENCE: ISPR CASE NO. 18-08). DUE TO INACTIVITY
 OVER A SIGNIFICANT AMOUNT OF TIME WITH THE ORIGINAL
 SUBMITTAL, ISPR CASE NO. 18-08 WAS WITHDRAWN BY STAFF.
 THE SAME PROJECT IS NOW SUBMITTED UNDER A NEW
 APPLICATION NUMBER (REFERENCE: ISPR CASE NO. 21-11).
 ALL REQUIRED DOCUMENTS FOR THIS NEW SUBMITTAL MUST BE
 UPDATED. ***
  
 GENERAL COMMENTS:
  
 1.) IT WOULD BE BENEFICIAL TO THE APPLICANT TO SCHEDULE
 A MEETING WITH STAFF TO DISCUSS ALTERNATIVES WITH THE
 SITE DESIGN TO IMPROVE THE QUALITY OF THE PROJECT.
  
 2.) CIVIL PLANS ARE MISSING FROM THE SUBMITTAL PACKET.
 THE CIVIL DRAWINGS ARE A REQUIRED COMPONENT OF THE
 APPLICATION SUBMITTAL. PLEASE REFER TO PAGE 18 OF THE
 2021 DEVELOPMENT APPLICATION FOR THE ENGINEERING PLANS
 CHECKLIST.
  
 3.) AN UPDATED, ABSTRACTED ORIGINAL SIGNED AND SEALED
 SURVEY IS REQUIRED. THE SURVEY MUST BE LESS THAN A YEAR
 OLD. THE SURVEY PROVIDED IS OUTDATED (FROM 2018) AND IS
 NOT ABSTRACTED. A DIGITAL SIGNED AND SEALED SURVEY IS
 ALSO REQUIRED AS PART OF THE APPLICATION SUBMITTAL.
  
 4.) THE SIGNED OWNER'S CONSENT FORM PROVIDED WITH THE
 APPLICATION IS NO LONGER VALID. PLEASE EXECUTE A NEW
 OWNER'S CONSENT FORM.
  
 5.) PLEASE PROVIDE UPDATED WRITTEN CONFIRMATION THAT
 THE PUBLIC UTILITIES DEPARTMENT HAS REVIEWED THE
 PROPOSAL FOR WATER, SEWAGE TREATMENT, STORM DRAINAGE
 AND GARBAGE COLLECTION SERVICES.
  
 6.) PLEASE PROVIDE UPDATED LETTERS FROM THE FOLLOWING
 PUBLIC FACILITIES CONFIRMING THAT THE PROPOSED PROJECT
 DOES NOT ENCROACH INTO THEIR EASEMENTS OR OTHERWISE
 INTERFERE WITH THE PROVISION OF THEIR SERVICES: AT&T,
 FPU, FPL AND COMCAST.
  
 7.) THE TRAFFIC STUDY, PREPARED BY JFO GROUP, INC., IS
 OUTDATED (FROM 2018). A NEW STUDY IS REQUIRED FOR STAFF
 REVIEW.
  
 8.) A TRAFFIC PERFORMANCE STANDARDS (TPS) REVIEW LETTER
 FROM PALM BEACH COUNTY, INDICATING THAT THE PROPOSED
 PROJECT HAS MET THE TPS STANDARDS FOR THE COUNTY IS
 REQUIRED. THIS LETTER IS MISSING FROM THE APPLICATION
 PACKET.
  
 9.) THE PROPERTY IS ZONED INDUSTRIAL (I); HOWEVER,
 INFORMATION PROVIDED THROUGHOUT THE APPLICATION (PLANS
 AND DOCUMENTS, I.E. JUSTIFICATION STATEMENT, PROJECT
 FACT SHEET, SITE PLAN, ETC.) INDICATE THAT THE SITE IS
 ZONED LIGHT INDUSTRIAL (LI), WHICH IS INCORRECT. PLEASE
 ADDRESS FOR CONSISTENCY.
  
 10.) A RESPONSE TO EACH STANDARD IN SECTION 94-3(C),
 SITE DESIGN AND QUALITATIVE DEVELOPMENT STANDARDS, OF
 THE ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS)
 SHALL BE PROVIDED. THE APPLICANT MUST EXPLAIN HOW EACH
 STANDARD IS MET THROUGH THE SITE DESIGN.
  
 11.) IT IS IMPORTANT TO NOTE THAT THE PARKING
 REQUIREMENT FOR A SELF-STORAGE FACILITY (WAREHOUSING
 FOR FAMILIES AND SMALL BUSINESSES) IS DIFFERENT FROM A
 BUSINESS OPERATION WITHIN A WAREHOUSE BUILDING/UNIT.
 ANY CHANGE IN USE FROM WAREHOUSING FOR FAMILIES AND
 SMALL BUSINESSES (SELF-STORAGE) WILL REQUIRE THE NEW
 USE TO MEET THE MINIMUM PARKING REQUIREMENTS OF THE
 ZLDRS. [ZLDR S.94-481(D)]
  
  
  
 SITE PLAN COMMENTS:
  
 1.) CONSIDER JOINING THE SUBJECT PROPERTY WITH THE
 ADJACENT PARCEL TO THE NORTH (SAME PROPERTY OWNER).
 JOINING THE PARCELS WOULD ALLOW FOR GREATER FLEXIBILITY
 IN DESIGN (PARKING, LANDSCAPE REQUIREMENTS,
 INGRESS/EGRESS) AND INCREASE THE OVERALL FUNCTIONALITY
 OF THE SITE.
  
 2.) PER THE SUBMITTED OUTDATED SURVEY, THERE SEEMS TO
 BE AN EXISTING WATER METER AND VALVE IN CONFLICT WITH
 THE PROPOSED DRIVEWAY LOCATION.
  
 3.) PLEASE PROVIDE ADDITIONAL INFORMATION ON HOW THE
 PROPOSED "LOCKING SWING GATE" WILL FUNCTION (I.E.
 MANUAL OR MECHANICAL ACCESSIBILITY; ACCESS FOR
 EMERGENCY AND/OR SERVICE VEHICLES, ETC.). IS THE GATE
 ALSO CHAIN LINK? ADDITIONAL COMMENTS SHALL BE PROVIDED
 BY THE CITY?S FIRE AND SANITATION DEPARTMENTS.
  
 4.) DETAIL OF THE PARKING STALL STRIPING DETAIL IS
 INCONSISTENT WITH THE STANDARDS OF THE CITY. PLEASE
 REVISE TO DEMONSTRATE COMPLIANCE. [ZLDR S.94-485(J)]
  
 5.) ALL BUILDINGS/STRUCTURES (I.E. FENCES, ETC.) WITHIN
 THE PROPOSED PROJECT MUST BE LABELED WITH SETBACK
 DIMENSIONS FROM THE PROPERTY LINE(S).
  
 6.) THE AREA IDENTIFIED TO MANAGE TRASH GENERATED FROM
 THE PROJECT SHALL BE REVIEWED BY THE PUBLIC WORKS
 DEPARTMENT. SCREENING OF TRASH/GARBAGE RECEPTACLES
 SHALL COMPLY WITH THE REQUIREMENTS OF ZLDR S.94-315.
  
 7.) SHOW LOCATION FOR ALL MECHANICAL EQUIPMENT PROVIDED
 FOR THE PROPERTY (INCLUDING A/C IF APPLICABLE). SETBACK
 AND SCREENING MEASURES APPLY. [ZLDR S.94-305(4)]
  
 8.) PLEASE ADDRESS THE FOLLOWING IN THE SITE DATA
 TABULAR, AS REQUIRED IN THE SITE DATA CHECKLIST OF THE
 2021 DEVELOPMENT APPLICATION: A) ZONING DESIGNATION IS
 NOT LIGHT INDUSTRIAL (LI); B) PARCEL SIZE IS
 INCONSISTENT WITH THE PARCEL SIZE INFORMATION PROVIDED
 IN THE SURVEY; C) MAXIMUM AND PROPOSED CALCULATIONS
 REQUIRED FOR: LOT COVERAGE BY BUILDING, LOT COVERAGE BY
 IMPERVIOUS SURFACE, BUILDING HEIGHT, OPEN SPACE,
 LANDSCAPED AREA AND FLOOR AREA RATIO.
  
  
  
 ARCHITECTURAL COMMENTS:
  
 1.) CONSIDER ADDITION FENESTRATION/ARCHITECTURAL
 TREATMENT TO THE BUILDING FACADES (ESPECIALLY ON THE
 FACADES VISIBLE FROM THE STREET (I.E. ABUTTING THE
 RIGHT-OF-WAY).
  
 2.) BUILDING SQUARE FOOTAGE CALCULATIONS PROVIDED IN
 THE FLOOR PLAN(S) OF BOTH BUILDINGS DOES NOT MATCH THE
 CALCULATIONS PROVIDED IN THE SITE PLAN. PLEASE ADDRESS
 FOR CONSISTENCY.
  
  
  
 LIGHTING/PHOTOMETRIC COMMENTS:
  
 1.) IS ANY OUTDOOR LIGHTING PROPOSED FOR THE PROJECT
 SITE? IF SO, LOCATION AND HEIGHT OF ANY POLE FIXTURES
 AND A PHOTOMETRIC PLAN ILLUSTRATING INTENSITY SHALL BE
 PROVIDED.
  
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF SIX
 (6) PAPER COPIES, ONE (1) REDUCED COPY IN 8 ? INCHES X
 11 INCHES AND ONE (1) SET IN 11 INCHES X 17 INCHES, AND
 AN ELECTRONIC COPY OF ALL PLANS. PLEASE NOTE THAT
 CHANGES ON THE RESUBMITTED PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT OF THE ORIGINAL APPLICATION FEE.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458.
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