Plan Review Details - Project Z22090018
Plan Review Stops For Project Z22090018
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 05-04-2023 Cont ID  
Sent By rbrown Date 05-04-2023 Time 17:57 Rev Time 0.00
Received By rbrown Date 05-04-2023 Time 17:57 Sent To  
Notes
2023-05-04 17:57:40DEVELOPMENT 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. 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. GREASE INTERCEPTOR. IF THE USE IS TO INLCUDE
 RESTAURANT A GREASE INTERCEPTOR WILL BE REQUIRED. FOR
 INFORMATION ON THE REQUIRED TYPE, SIZE AND LOCATION,
 PLEASE CONTACT RYAN BROWN, CHIEF PLUMBING INSPECTOR,
 DEVELOPMENT SERVICES DEPARTMENT, AT (561) 805-6692, OR
 BY EMAIL: [email protected]
  
 6. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, 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.
  
 7. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 8. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 9. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
 10. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART LIFE ASSESSMENT UNDER THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES (AIPP) PROGRAM. FOR ADVICE
 ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
 ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
 PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
 [email protected]
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 10-12-2022 Cont ID  
Sent By rbrown Date 10-12-2022 Time 21:22 Rev Time 0.00
Received By rbrown Date 10-12-2022 Time 21:22 Sent To  
Notes
2022-10-12 21:26:28DEVELOPMENT 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. 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. GREASE INTERCEPTOR. IF THE USE IS TO INLCUDE
 RESTAURANT A GREASE INTERCEPTOR WILL BE REQUIRED. FOR
 INFORMATION ON THE REQUIRED TYPE, SIZE AND LOCATION,
 PLEASE CONTACT RYAN BROWN, CHIEF PLUMBING INSPECTOR,
 DEVELOPMENT SERVICES DEPARTMENT, AT (561) 805-6692, OR
 BY EMAIL: [email protected]
  
 6. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, 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.
  
 7. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 8. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 9. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
 10. ART IN PUBLIC PLACES. THIS PROJECT WILL BE SUBJECT
 TO ART LIFE ASSESSMENT UNDER THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES (AIPP) PROGRAM. FOR ADVICE
 ON THE PROVISION OF PUBLIC ARTWORK IN LIEU OF THE AIPP
 ASSESSMENT, CONTACT SYBILLE WELTER, ART IN PUBLIC
 PLACES COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
 [email protected]
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 04-11-2023 Cont ID  
Sent By lquinone Date 04-11-2023 Time 09:20 Rev Time 0.00
Received By lquinone Date 04-11-2023 Time 09:20 Sent To  
Notes
2023-04-11 09:03:36NO RESPONSE LETTER WAS PROVIDED.
  
 O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 O PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS
 DATA.
  
 BACKFLOW ASSEMBLY AND METERS:
 O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER
 SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING
 TO THEM.
 O SHOW EXISTING AND PROPOSED DEDICATED UTILITY
 EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO
 STRUCTURES WITHIN EASEMENT.
 O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW PREVENTION.
  
 WATER/WASTEWATER PLAN:
 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 FOR ALL
 SANITARY AND STORM SEWERS.
 O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL.
 O PLAN VIEW SHALL SHOW ALL EXISTING AND PROPOSED
 UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER OPTIC,
 ELECTRIC, GAS, AND CABLEVISION & TELECOMMUNICATION
 FACILITIES INCLUDING PIPE SIZE AND MATERIAL LOCATED IN
 THE RIGHT-OF-WAY.
 O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
 DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. PLEASE
 INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND
 MATERIAL LOCATED IN THE RIGHT-OF-WAY.
 O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING
 AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE,
 MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS
 SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008
 FOR WATER.
 O PROVIDE FIRE FLOW TEST DATA.
 O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE
 (CONDITION OF SITE PLAN APPROVAL).
 O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL
 BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY
 PROPOSED LENGTH IN FEET.
 O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE
 JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET.
 O ADD NOTE TO PLANS SPECIFYING CITY???S DOWNSTREAM LIFT
 STATION NUMBER.
 O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
  
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 09-26-2022 Cont ID  
Sent By rrossano Date 09-26-2022 Time   Rev Time  
Received By rrossano Date 09-26-2022 Time   Sent To  
Notes
2022-09-26 13:28:53Z22090018 ??? 925 RAILROAD AVE ??? 9.26.22 SUBMITTAL
  
 COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR,
 ENGINEERING SERVICES AT 561-494-1098 [email protected]
 GENERAL:
 O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 O THE CITY OF WEST PALM BEACH HAS A NUMBER OF
 REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY
 AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND
 WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK
 BELOW:
 A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP
 B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL
 L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97
 B1960045731D3658206F27451722716EF
 B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
 C. ALSO SEE: CODE OF ORDINANCES, CITY OF WEST PALM
 BEACH, FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08,
 ADOPTED SEPT. 22, 2008. (SUPPLEMENT NO. 18)
 CHAPTER 90 UTILITIES, ARTICLE I. IN GENERAL,
 SEC. 90-7. POLICY REGARDING EXTENSION OF WATER OR SEWER
 SERVICE FACILITIES OF THE CITY.
 THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE
 CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY
 BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS,
 BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION.
 O AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, REFER TO THE LINK BELOW:
 A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU
 BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL
 O PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS
 DATA.
  
 BACKFLOW ASSEMBLY AND METERS:
 O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER
 SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING
 TO THEM.
 O SHOW EXISTING AND PROPOSED DEDICATED UTILITY
 EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO
 STRUCTURES WITHIN EASEMENT.
 O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW
 PREVENTION.
 O BACKFLOWS SHALL BE INSTALLED ON PRIVATE PROPERTY
 OUTSIDE OF EASEMENTS AND RIGHTS OF WAY. DOMESTIC WATER
 METERS SHALL BE INSTALLED IMMEDIATELY ADJACENT TO
 PROPERTY LINE. 3 INCH AND LARGER WATER METERS SHALL BE
 INSTALLED ABOVE-GROUND ONLY.
 O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE
 NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA.
  
 WATER/WASTEWATER PLAN:
 O PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS.
 O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, INCLUDING STUBS TO EACH
 PROPERTY LINE FOR WATER AND SANITARY SEWERS, THE MAKE
 AND MODEL OF ALL VALVES, POTABLE AND IRRIGATION METERS,
 BACKFLOWS, FIRE HYDRANTS AND FDCS, AND OTHER DEVICES TO
 BE INSTALLED ON THE SYSTEM, CATCH BASINS, CULVERTS,
 DITCHES INCLUDING GRADES, PIPES SIZES, MATERIALS,
 ELEVATIONS, ASSUMPTIONS, CALCULATIONS, INVERT
 ELEVATIONS FOR ALL INLETS AND MANHOLES AND PROFILES OF
 SANITARY SEWER LINES.
 O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR
 SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW.
 O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN
 VIEW FOR ALL SANITARY AND STORM SEWERS.
 O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL.
 O PLAN VIEW SHALL SHOW ALL EXISTING AND PROPOSED
 UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER OPTIC,
 ELECTRIC, GAS, AND CABLEVISION & TELECOMMUNICATION
 FACILITIES INCLUDING PIPE SIZE AND MATERIAL LOCATED IN
 THE RIGHT-OF-WAY.
 O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
 DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. PLEASE
 INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND
 MATERIAL LOCATED IN THE RIGHT-OF-WAY.
 O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING
 AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE,
 MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS
 SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008
 FOR WATER.
 O PROVIDE FIRE FLOW TEST DATA.
 O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE
 (CONDITION OF SITE PLAN APPROVAL).
 O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL
 BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY
 PROPOSED LENGTH IN FEET.
 O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE
 JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET.
 O ADD NOTE TO PLANS SPECIFYING CITY???S DOWNSTREAM LIFT
 STATION NUMBER.
 O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE.
 O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE
 TRAPS (IF ANY).
 O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN
 OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER.
  
 FORMAL ENGINEERING REVIEW:
 O FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND NPDES
 NOI REQUIREMENTS WILL BE ENFORCED.
 - AN NOI IS REQUIRED FOR PROJECTS THAT:
 - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS
 THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF
 DEVELOPMENT OR SALE;
 - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE
 STATE OR TO SURFACE WATERS OF THE STATE THROUGH A
 MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
 - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF
 CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION
 THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL
 SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT
 OF THE 10-2 CERTIFICATION.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF
 WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 O FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING
 APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT
 SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING
 SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED
 LEAD-FREE DESIGN.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE
 BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES.
 O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE
 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
 PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER
 CITY OF WPB STANDARD DETAIL GC-8.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
 QUESTIONS AND COORDINATION CONTACTS:
 O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH
 CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF
 BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT
 561-822-2262 OR [email protected]
 O MIKE TECHNOW, PROJECT ENGINEER, PUBLIC UTILITIES
 DEPARTMENT AT 561-494-1047 OR [email protected]
 O TRACY WARD, SR. STORMWATER ENGINEER, ENGINEERING
 SERVICES DEPT. AT 561-494-1120 OR [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 09-29-2022 Cont ID  
Sent By pleduc Date 09-29-2022 Time   Rev Time 0.00
Received By pleduc Date 09-29-2022 Time 14:21 Sent To  
Notes
2022-09-29 14:25:42THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE DEPARTMENT.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT. THE FOLLOWING COMMENTS ARE INTENDED
 TO PROVIDE GUIDANCE FOR BUILDING PLAN SUBMITTAL.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING(S) SHALL COMPLY
 WITH THE 7TH EDITION OF THE FLORIDA FIRE PREVENTION
 CODE, INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE
 CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE PER THE FLORIDA FIRE PREVENTION CODE.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED, AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. ALL EXISTING AND 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 WITHIN 100' OF EACH OTHER AND CLOSELY
 COORDINATED WITH THE BUREAU OF FIRE PREVENTION.
  
 9. IF APPLICABLE, 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 F.A.C. 61G AND SUBMITTED WITH THE
 MASTER PERMIT.
  
 9A. THE LOCATION OF ANY APPLICABLE DDCV AND FIRE LINE
 LOCATIONS SHALL MEET AND BE INSTALLED PER 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, EXIT SEPARATION DISTANCES, COMMON PATHS OF
 TRAVEL, DEAD-END CORRIDORS, EXIT SIGNS, EMERGENCY
 LIGHTING, EXITS LEADING TO A PUBLIC WAY, FIRE
 EXTINGUISHER LOCATIONS, AND ALL FIRE SAFETY FEATURES
 AND EQUIPMENT.
  
 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. AREAS OF REFUGE SHALL BE PROVIDED AS REQUIRED B THE
 FLORIDA BUILDING CODE AND NFPA 101, CH 7, MEANS OF
 EGRESS.
  
 13. TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT SYSTEMS.
  
 NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY
 RADIO ENHANCEMENT SERVICES.
  
 11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM
 RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT
 COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL
 DETERMINED BY THE AHJ.
  
 CONTACT WILL NEED TO BE MADE TO 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.
  
 14. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 15. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 10-04-2022 Cont ID  
Sent By rcaranci Date 10-04-2022 Time 12:25 Rev Time 0.00
Received By rcaranci Date 10-04-2022 Time 12:24 Sent To  
Notes
2022-10-04 12:26:06FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 925 RAILROAD AVE NORA Z22090018
 OCTOBER 3, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE A SITE PLAN AND LANDSCAPE PLAN SHOWING THE
 REQUIRED 15% PRIVATE OPEN SPACE FOR THE NORA 5
 DISTRICT. LANDSCAPE PLAN MUST MEET THE LANDSCAPE
 REQUIREMENTS.
 2. THE SITE PLAN SUBMITTED SHOWS PROPOSED IMPROVEMENTS
 ONTO THE ADJACENT LOT AT 1009 N RAILROAD. CLARIFY THE
 AREA OF APPLICATION.
  
  
 CONDITIONS OF APPROVAL
 1. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By mtechnow Date 10-13-2022 Time 11:01 Sent To  
Notes
2022-10-13 11:05:33-REFLECT THE PROPOSED UTILITY WORK FROM NORA
 STREETSCAPE PROJECT ON PLAN SHEETS.
 -REFERENCE PLAN SUBMITTAL CHECKLIST FOR PLAN
 GUIDELINES.
  
 MICHAEL TECHNOW [email protected]
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 3 Status F Date 07-25-2023 Cont ID  
Sent By mhurley Date 07-25-2023 Time 13:09 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-07-25 13:09:00PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -RESPONSE LETTER SAID WATER AND SEWER DEMAND
 CALCULATIONS WERE ADDED TO SHEET C1.2, BUT CANNOT FIND
 THEM. PLEASE ADD.
 -RESPONSE LETTER SAID FDC IS AT SOUTHEAST BUILDING
 CORNER ON SHEET C1.2, BUT CANNOT FIND IT. PLEASE SHOW
 AND LABEL.
 -LANDSCAPE PLANS DO NOT SHOW UPDATED UTILITIES FROM
 ENGINEERING PLANS. PLEASE UPDATE LANDSCAPING PLANS TO
 SHOW PROPOSED UTILITIES.
 -PROPOSED 8 INCH FIRELINE WATER SERVICE WOULD NEED 8
 INCH DETECTOR FIRELINE BACKFLOW ASSEMBLY. SHOW AND
 LABEL IT NEAR THE NORTHEAST AREA OF PROPERTY.
 -ENGINEERING PLANS SHOW TWO SETS OF WATER METERS. LOOKS
 LIKE REVISED SYMBOLS WERE ADDED, BUT THE OLD SYMBOLS
 WERE NOT REMOVED AND THE CALLOUT LABELS NOT
 TRANSFERRED. PLEASE UPDATE ENGINEERING PLANS.
 -CONTAINMENT BACKFLOW ASSEMBLY LOCATIONS ARE NOT
 ACCEPTABLE NEAR THE WESTERN PROPERTY LINE. NEEDS TO BE
 NEAR THE EASTERN PROPERTY LINE. WHEN DETERMINING
 BACKFLOW LOCATIONS IT MAY HELP TO ALSO CONSIDER THE
 LANDSCAPING PLAN LAYOUT.
 -PE PIPE MATERIAL IS NOT ACCEPTABLE BETWEEN WATER METER
 AND DOMESTIC BACKFLOW ASSEMBLY.
 -LABEL WATER MAIN WITH PIPE SIZE AND MATERIAL TYPE.
 -UPDATE E22030048 WITH ANY CHANGES APPROVED THROUGH
 THIS PPRC PROJECT.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 2 Status F Date 04-14-2023 Cont ID  
Sent By mhurley Date 04-14-2023 Time 16:17 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-04-14 16:17:26PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -WATER METER BOX LOCATIONS ARE NOT ACCEPTABLE. DISTANCE
 TO WATER MAIN SHOULD BE MINIMIZED. REVISE LOCATIONS AND
 MAKE SURE MATCHES E22030048.
 -ADD ADDRESS TO LABEL OF EACH WATER METER.
 -BACKFLOW ASSEMBLY LOCATIONS WOULD NEED TO BE REVISED
 TO MINIMIZE DISTANCE TO NEW METER BOX LOCATIONS AND
 FOLLOW WPB STANDARDS.
 -REVISE CALLOUT THAT SAY 4??? FIRE METER AND DDCA.
 UTILITY DOES NOT TYPICALLY PROVIDE 4 INCH FIRE METERS.
 USUALLY PROVIDE DETECTOR METERS ON FIRELINE BACKFLOW
 ASSEMBLIES. ADD SIZE TO OTHER FIRELINE BACKFLOW
 ASSEMBLY.
 -WHEN REVISING ENGINEERING PLANS, ENSURE THERE ARE NOT
 TWO DETECTOR METERS AND FIRELINE BACKFLOW ASSEMBLIES ON
 ONE FIRELINE WATER SERVICE.
 -VERIFY PRIVATE FIRE SYSTEMS WILL NOT HAVE ADDED
 CHEMICALS OR AUXILIARY WATER SUPPLIES SUCH AS WELLS.
 -CANNOT TELL IF THERE ARE ANY FIRELINES. IF THERE WILL
 BE FIRELINES, SHOW AND LABEL THEM ON PLANS ALONG FIRE
 FIRELINE BACKFLOW ASSEMBLY. ALSO SHOW AND LABEL FDC IF
 ANY ARE NEEDED OR REQUIRED.
 -WILL NEED TO UPDATE LANDSCAPING PLANS WITH REVISED
 UTILITY LOCATIONS AND UTILITIES AND TREES ARE SEPARATED
 WITH SUFFICIENT DISTANCE.
 -SHIFTING PROPERTY LINE IS NOT CALLED OUT ON
 ENGINEERING PLAN LIKE IT IS ON SITE PLAN. PLEASE ADD
 THAT CALLOUT.
 -SP-1 IS TITLED LANDSCAPE PLAN INSTEAD OF SITE PLAN.
 LANDSCAPE PLAN SEEMS TO BE LP-1. PLEASE UPDATE.
 -ON REVISED ENGINEERING PLANS, ENSURE THAT UTILITIES DO
 NOT INTERFERE WITH OPERATION OF DOORS.
 -A.101 WOULD NEED REVISION FOR CHANGING WATER METER AND
 BACKFLOW ASSEMBLY LOCATIONS.
 -RESPONSE LETTER SAID FDC WAS ADDED BUT CANNOT FIND ON
 ENGINEERING PLANS. SHOW AND LABEL ON SHEET C1.2
 -RESPONSE LETTER SAID WATER AND SEWER DEMAND
 CALCULATIONS WERE ADDED, BUT STILL CANNOT FIND. PLEASE
 ADD TO SHEET C1.2
 -ON ENGINEERING PLAN, SHOW THE UPDATED DOOR LOCATIONS.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 10-11-2022 Cont ID  
Sent By mhurley Date 10-11-2022 Time 10:15 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2022-10-11 10:15:18PLEASE PROVIDE WRITTEN RESPONSES FOR THE FOLLOWING:
 -SHOW AND LABEL WATER METER BOX ON SHEET C1.1. SHOULD
 BE LOCATED OUTSIDE OF BUILDING AND PREFERABLY AWAY FROM
 PEDESTRIAN TRAFFIC.
 -SHOW AND LABEL BACKFLOW ASSEMBLIES ON SHEET C1.1.
 -SHOW AND LABEL PROPERTY LINE ON SHEET C1.1.
 -ADD WATER AND SEWER DEMAND CALCULATIONS ON SHEET C1.1.
 -IF FDC ARE NEEDED OR REQUIRED, THEN SHOW AND LABEL ON
 PLANS.
 -IS EXISTING BUILDING BEING DEMOLISHED AND NEW BUILDING
 BEING BUILT?
 -DOORS SHOULD NOT OPEN INTO RIGHT OF WAY. PLEASE UPDATE
 SITE PLAN.
 -COULD NOT LOCATE A LANDSCAPING PLAN IN SUBMITTAL
 PACKAGE. PLEASE ADD ONE WITH RESUBMITTAL.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PW PUBLIC WORKS
Rev No 3 Status F Date 07-17-2023 Cont ID  
Sent By   Date 07-17-2023 Time   Rev Time 0.00
Received By   Date 07-17-2023 Time   Sent To  
Notes
2023-07-17 11:01:32PLEASE 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- DETAILS FOR SANITATION SERVICE (I.E. SOLID WASTE
 CONTAINER(S) TYPE, COLLECTION LOCATION, ETC.).
 3- AUTOTURN EXHIBIT WITH DYNAMIC ENVELOPE AND THE
 VEHICLE'S WHEEL PATH IDENTIFIED WITH DIFFERENT COLORS
 FOR THE SANITATION SERVICE, FRONT LOADER TRUCK WITH THE
 FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
 4- DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
 RECYCLING CONTAINERS
 5- 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.
 6- 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).
 7- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
 CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
 STATUES [553.5041 F.S.].
 8- ALL STRIPING AND SIGNAGE SHALL COMPLY WITH THE
 LATEST CITY OF WEST PALM BEACH STANDARD DETAILS AND
 MEET THE M.U.T.C.D. LATEST EDITION.
 9- ALL PAVEMENT MARKING , SIGNING AND SIDEWALK DAMAGED
 DURING CONSTRUCTION SHALL BE RESTORED.
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop PW PUBLIC WORKS
Rev No 2 Status F Date 04-27-2023 Cont ID  
Sent By   Date 04-27-2023 Time   Rev Time 0.00
Received By   Date 04-27-2023 Time   Sent To  
Notes
2023-05-03 15:30:27PLEASE 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- 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.WPB.ORG/HOME/SHOWPUBLISHEDDO
 CUMENT/3690/637629060422100000)
 3- AUTOTURN EXHIBIT WITH DYNAMIC ENVELOPE AND THE
 VEHICLE'S WHEEL PATH IDENTIFIED WITH DIFFERENT COLORS
 FOR THE SANITATION SERVICE, FRONT LOADER TRUCK WITH THE
 FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
 4- DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
 RECYCLING CONTAINERS
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 10-05-2022 Cont ID  
Sent By   Date 10-05-2022 Time   Rev Time  
Received By   Date 10-05-2022 Time   Sent To  
Notes
2022-10-05 13:57:37PLEASE 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- 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.WPB.ORG/HOME/SHOWPUBLISHEDDO
 CUMENT/3690/637629060422100000)
 3- AUTOTURN EXHIBIT WITH DYNAMIC ENVELOPE AND THE
 VEHICLE'S WHEEL PATH IDENTIFIED WITH DIFFERENT COLORS
 FOR THE SANITATION SERVICE, FRONT LOADER TRUCK WITH THE
 FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
 4- DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
 RECYCLING CONTAINERS
 5- 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.
 6- 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).
 7- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
 CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
 STATUES [553.5041 F.S.].
 8- SIGNAGE PLAN. ALL STRIPING AND SIGNAGE SHALL COMPLY
 WITH THE LATEST CITY OF WEST PALM BEACH STANDARD
 DETAILS AND MEET THE M.U.T.C.D. LATEST EDITION.
 9- ALL PAVEMENT MARKING , SIGNING AND SIDEWALK DAMAGED
 DURING CONSTRUCTION SHALL BE RESTORED.
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 2 Status F Date 05-07-2023 Cont ID  
Sent By tward Date 05-07-2023 Time 19:46 Rev Time 0.00
Received By tward Date 05-08-2023 Time 09:28 Sent To  
Notes
2023-05-08 09:25:59THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 3-28-2023 SUBMITTAL:
  
 1. [SATISFIED] NO PGD PLAN PROVIDED.
  
 2. [SATISFIED] SHOW THE BOUNDARY FOR THE 925 N.
 RAILROAD AVE. PARCEL.
  
 3. [SATISFIED] LABEL THE FINISHED FLOOR ELEVATION.
  
 4. [SATISFIED - PARCEL WILL BE RE-PLATTED] BUILDING
 EXTENDS NORTH OF THE 925 N. RAILROAD AVE PARCEL.
  
 5. [NOT SATISFIED] PROVIDE A CROSS SECTION FROM THE
 CENTERLINE OF N. RAILROAD AVE TO THE BUILDING FACE.
 SHOW GRADE BREAKS, R/W LINE, NAME OF R/W, DISTANCES
 FROM R/W TO BACK OF CURB, TO FACE OF BUILDING, ETC. USE
 THE PROPOSED DESIGN OF N. RAILROAD AVE.
  
 6. [PARTIALLY SATISFIED - LABEL UTILITIES WITHIN THE
 R/W ALSO] LABEL ALL UTILITIES (SIZE, MATERIAL).
  
 NEW COMMENTS (3/28/2023 SUBMITTAL):
  
 7. CLEAN UP THE GHOST IMAGES (BUILDING, UTILITIES,
 ETC.) ON THE ENGINEERING PLANS.
  
 8. ENGINEERING PLANS DO NOT MATCH THE SITE PLAN WITH
 RESPECT TO RECESSED DOOR OPENINGS.
  
 8. COORDINATE LOCATION OF OFFSITE UTILITIES WITH THE
 NORTH RAILROAD STREETSCAPE PLANS (E22030048) AND WITH
 THE SERVICE COURT (Z22070020) DEVELOPMENT PLANS.
 IDENTIFY THE UTILITIES THAT WILL BE CONSTRUCTED WITH
 THE 925 N. RAILROAD AVE DEVELOPMENT.
  
 9. COORDINATE DIMENSIONS OF THE EXFILTRATION TRENCH
 CALLED OUT ON THE PDG PLAN AND ON THE EXFILTRATION
 TRENCH DETAIL.
  
 10. VERIFY SIZE OF PROPOSED GREASE TRAPS AND DRAW TO
 SCALE ON THE ENGINEERING PLANS.
  
 11. PROVIDE DETAIL OF THE CONTROL STRUCTURE. NOTE THE
 CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH
 EXFILTRATION TRENCH SYSTEMS.
  
 12. PROVIDE PROPOSED GRADES OR FLOW ARROWS ON THE PGD
 PLAN SHOWING DIRECTION OF SURFACE SLOPES.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 10-12-2022 Cont ID  
Sent By tward Date 10-12-2022 Time 23:58 Rev Time 0.00
Received By tward Date 10-13-2022 Time 00:00 Sent To  
Notes
2022-10-13 00:00:02THIS 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 PGD PLAN PROVIDED.
  
 2. SHOW THE BOUNDARY FOR THE 925 N. RAILROAD AVE.
 PARCEL.
  
 3. LABEL THE FINISHED FLOOR ELEVATION.
  
 4. BUILDING EXTENDS NORTH OF THE 925 N. RAILROAD AVE
 PARCEL.
  
 5. PROVIDE A CROSS SECTION FROM THE CENTERLINE OF N.
 RAILROAD AVE TO THE BUILDING FACE. SHOW GRADE BREAKS,
 R/W LINE, NAME OF R/W, DISTANCES FROM R/W TO BACK OF
 CURB, TO FACE OF BUILDING, ETC. USE THE PROPOSED DESIGN
 OF N. RAILROAD AVE.
  
 6. LABEL ALL UTILITIES (SIZE, MATERIAL).
  
  
 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 BEFORE START OF
 CONSTRUCTION.
  
 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE
 ENGINEERING PERMIT SUBMITTAL.
  
  
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 10-11-2022 Cont ID  
Sent By vnoel Date 10-11-2022 Time 12:38 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2022-10-11 12:47:281. PROPERTY CORNERS NOT SHOWN AS FOUND OR SET ON
 SURVEY.
 2. RELOCATE GREASE TRAP INTO COURTYARD AREA.
 3. DOOR SHOULD NOT OPEN INTO SIDEWALK.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 10-13-2022 Cont ID  
Sent By   Date 10-13-2022 Time   Rev Time  
Received By   Date 10-13-2022 Time   Sent To  
Notes
2022-10-13 04:15:47TRAFFIC COMMENTS
 1) SETUP A METHODOLOGY MEETING
 2) CORRECT THE EXEMPTION REFERENCE AS IT IS TRAFFIC
 CONCURRENCY EXCEPTION AREA (TCEA), NOT CRA.
 3) SCHEDULE A METHODOLOGY MEETING. A FULL TRAFFIC STUDY
 IS NEEDED; EXEMPTION FROM COUNTY CONCURRENCY DOES NOT
 PRECLUDE THE CITY TO REQUEST MORE IN-DEPTH ANALYSIS,
 GIVEN THE SIGNIFICANT CHANGE IN LAND USE AND TRIP
 GENERATION TOGETHER WITH IMPACT TO THE SURROUNDING
 ROADWAY NETWORK
 4) ALL CONCERNS AND COMMENTS PROVIDED BY THE COUNTY IN
 THE TPS LETTER SHALL BE ADDRESSED
 5) MORE DETAILED TRANSPORTATION DEMAND MANAGEMENT (TDM)
 MEASURES SHALL BE DISCUSSED AND AGREED WITH CITY
 PLANNING AND ENGINEERING DEPARTMENTS
 6) TRAFFIC SIGNAL WARRANT ANALYSES SHALL BE CONDUCTED
 AT EACH IMPACTED UNSIGNALIZED INTERSECTION ALONG PALM
 BEACH LAKES BLVD AND DIXIE HIGHWAY
  
 SITE COMMENTS
 7) PROVIDE A TRANSPORTATION SPECIFIC SITE PLAN FOR THE
 GROUND FLOOR. SHOWCASING TRANSPORTATION RELATED
 FEATURES (E.G. ROADWAY WIDTHS, DRIVING AISLES, PARKING
 STALLS, SIDEWALK, CURB, GUTTER, DRIVEWAY, GATES,
 CROSSWALKS, VISIBILITY TRIANGLE, CORNER & DRIVEWAY
 SEPARATION DISTANCES, SLOPES, ETC.) PROPERLY LABELED
 AND DIMENSIONED. THE SITE PLAN SHOULD BE NAMED T-1.0
 8) IN THE T-1.0 SITE PLAN, PLEASE SHOWCASE BASIC CURB
 DETAILS (E.G. DRIVEWAY, CURB CUTS, PAVEMENT MARKINGS,
 PARKING STALLS, ETC.) ON THE OPPOSITE SIDE OF THE ROADS
 SURROUNDING THE PROPOSED DEVELOPMENT
 9) PROVIDE A SIGNAGE AND PAVEMENT MARKING PLAN.
 INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED
 DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE. SUCH
 PLAN IS PART OF THE TRANSPORTATION REVIEW AND SHOULD BE
 NAMED ACCORDINGLY (E.G. T-1.1 OR T-2.0)
 10) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL
 PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT COLORS.
 PROVIDE THE ANALYSIS IN A SEPARATE SHEET. SUCH PLAN(S)
 CONTAINING THE ANALYSIS ARE PART OF THE TRANSPORTATION
 REVIEW AND SHOULD BE NAMED ACCORDINGLY (E.G. T1.2,
 T-3.0)
 11) PROVIDE ENGINEERING REFERENCE AND SPECS SHEETS FOR
 EACH OF THE PROPOSED TRANSPORTATION FEATURES (E.G.
 CURB, RAMP, GATE, SIGNAGE, PAVEMENT MARKING, SIGNAL,
 ETC.)
 12) PROVIDE A PARKING TABLE SHOWCASING THE NUMBER OF
 REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA
 AND BICYCLE ONES
 13) IS VALET SERVICE PROPOSED? IF SO, PROVIDE AN
 OPERATIONAL ANALYSIS. DETAILS OF THE ANALYSIS SHOULD BE
 DISCUSSED DURING THE METHODOLOGY MEETING
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 04-28-2023 Cont ID  
Sent By ckimmerl Date 04-28-2023 Time 14:03 Rev Time 0.00
Received By ckimmerl Date 04-28-2023 Time 14:07 Sent To  
Notes
2023-04-28 14:03:23ZONING 4.28.23 REVIEW:
 1. NO RESPONSES GIVEN TO PREVIOUS ZONING COMMENTS.
 PLEASE PROVIDE NARRATIVE/RESPONSES TO ALL REVIEW
 COMMENTS.
  
 ZONING COMMENTS FROM 10.13.22 PPRC
 INSUFFICIENT AND INCOMPLETE SUBMITTAL - PLEASE NOTE
 THAT FUTURE SUBMITTALS SUCH AS THIS WILL NOT BE
 ACCEPTED OR PUT ON FOR PPRC REVIEW. MISSING MANY
 DRAWINGS AND DETAILS FOR THE PROPOSED DEVELOPMENT.
 ZONING 4.28.23 ??? [SATISFIED]
  
 1. PLEASE PROVIDE SEPARATE SHEETS AND SETS FOR:
 ELEVATION DRAWINGS, SITE PLAN DRAWINGS, LANDSCAPE
 DRAWINGS, CIVIL, SURVEY, PHOTOMETRICS, ETC.
 ZONING 4.28.23 ??? [SATISFIED] APPLICABLE DRAWINGS
 PROVIDED
  
 2. PLEASE PROVIDE SHEETS FOR FACADE ARTICULATION,
 FENESTRATION, TRANSPARENCY, AND ARCHITECTURAL FEATURES.
 ZONING 4.28.23 ??? [PARTIALLY SATISFIED] APPLICABLE
 DRAWINGS PROVIDED;
 TRANSPARENCY CALCULATIONS APPEAR TO BE MET, PLEASE
 PROVIDE MARKUP OF FIRST FLOOR ELEVATION THAT DIMENSIONS
 THE BUILDING FRONTAGE AND FENESTRATION/TRANSPARENCY
 (PLEASE REFERENCE SEC. 94-109 FIGURE IV-33) ONLY THE
 ACTIVE USES AND FIRST 10FT. OF HEIGHT FROM SIDEWALK
 ELEVATION NEEDS TO BE CALCULATED.
  
 3. REQUIRE FULLY DIMENSIONED SITE PLANS WITH TABULAR
 DATA AND CALCULATIONS SHOWING COMPLIANCE TO BUILDING
 REQUIREMENTS TABLE FOR NORA-5 DISTRICT.
 ZONING 4.28.23 ??? [PARTIALLY SATISFIED] TABLES
 PROVIDED.
 ACTIVE USE REQUIREMENT IS 65% FOR PROPERTY WITH LESS
 THAN 250 LINEAR FT. OF FRONTAGE.
 - N RAILROAD FRONTAGE LENGTH = APPROX. 134 FT.
 - ACTIVE USE PROVIDED = APPROX. 82 FT. OF BUILDING
 FRONTAGE
 - ONLY 61% ACTIVE OF FRONTAGE IS ACTIVE
 PER SEC. 94-109 ??? ACTIVE USE; ACTIVE USES ARE
 REGULATED AS A PERCENTAGE OF THE BUILDABLE LOT
 FRONTAGE. IN THOSE CASES WHERE PUBLIC OPEN SPACE IS
 PROVIDED ALONG THE FRONTAGE LINE, THE OPEN SPACE MAY BE
 COUNTED AS ACTIVE USE AS LONG AS ACTIVE USES ARE
 PROVIDED ON THE FIRST FLOOR OF THE BUILDING ADJOINING
 THE PUBLIC OPEN SPACE.
 IN ORDER TO COUNT THE OPEN SPACE AREA INTO ACTIVE USE %
 IT NEEDS TO BE DESIGNED AS A PUBLIC OPEN SPACE.
 PER SEC. 94-109 ??? OPEN SPACE, PRIVATE; IF PRIVATE
 OPEN SPACE IS LOCATED ON THE GROUND FLOOR AND LOCATED
 ALONG THE LOT FRONTAGE, IT SHALL BE DESIGNED IN
 COMPLIANCE WITH THE PUBLIC OPEN SPACE REQUIREMENTS, AND
 IT SHALL BE ACCESSIBLE BY THE PUBLIC FOR PUBLIC USE.
 PLEASE PROVIDE CLARIFICATION AND IDENTIFY ON SITE PLAN
 & LP-1 WHAT TYPOLOGY OF PUBLIC OPEN SPACE IS BEING
 PROVIDED PER SEC. 94-109 TABLE IV-6 AND TABLE IV-7
 (I.E. PASSAGEWAY, GARDEN PLAZA, COURTYARD, GARDEN
 COURTYARD, AND PLAZA); PLEASE BE SURE TO MEET THE
 STANDARDS OF TABLE IV-7 FOR THE SELECTED
 CLASSIFICATION. PLEASE REVISE SITE ANALYSIS EXHIBITS
 SHEET AND LP-1 ACCORDINGLY.
 4. PLEASE INDICATE SETBACKS, PROPERTY LINES, AND FULLY
 DETAIL ANY PROJECTIONS WITHIN SITE PLANS.
 ZONING 4.28.23 ??? [PARTIALLY SATISFIED]
  
 5. PLEASE CLARIFY HOW OPEN SPACE REQUIREMENTS ARE MET
 AND PROVIDE CALCULATIONS MEETING STANDARDS PER TABLE
 IV-7.
 ZONING 4.28.23 ??? SEE COMMENT #3.
 LP-1 REFERENCES LANDSCAPE CODE THAT WILL NOT BE
 APPLICABLE TO THIS SITE/PROJECT. ONLY SEC. 94-113 AND
 THE OPEN SPACE STANDARDS OF 94-109 (TABLE IV-6 AND
 TABLE IV-7) SHALL APPLY.
  
 NEW COMMENTS 4.28.23
 1. THE 2 BICYCLE PARKING SPACE SHOWN TOWARD THE REAR OF
 THE PROPERTY (NORTH SIDE NEAR FEC/SERVICE COURT), IS
 THIS ADDITIONAL BIKE PARKING OR SATISFYING THE REQUIRED
 (1 SPACE PER 100 LINEAR FEET OF FRONTAGE; PER SEC.
 94-113(D.)(9.))? IF IT IS SATISFYING THE REQUIREMENT,
 THE BIKE RACKS NEED TO BE WITHIN THE FRONT ROW FOR
 PUBLIC ACCESS. PLEASE PROVIDE BIKE RACK SPEC/DETAILS.
  
 2. PLEASE PROVIDE PROJECTION DETAILS OR DIMENSIONS AND
 CLEARNACE FOR THE CANOPY ELEMENTS SHOWN ON THE
 ELEVATIONS. BE SURE THAT THESE ELEMENTS MEET THE
 STANDARDS IN SEC. 94-109 TABLE IV-5.
  
 3. POTENTIAL CONFLICTS WITH THE PROPOSED LANDSCAPING
 ALONG THE NORTHERN PERIMETER IN RELATION TO THE FIRE,
 STORM, AND SANITARY LATERAL LINES?
  
 4. ANY ROOFTOP MECHANICAL EQUIPMENT SHALL BE SCREENED
 FROM VIEW. PER SEC. 94-109 PROJECTION, VERTICAL:
 MECHANICAL EQUIPMENT AND APPURTENANCES NECESSARY TO THE
 OPERATION OR MAINTENANCE OF THE BUILDING OR STRUCTURE
 ITSELF SUCH AS, BUT NOT LIMITED TO, COOLING TOWERS,
 ELEVATORS, STAIRS AND MECHANICAL PENTHOUSES, VENT
 STACKS AND ANTENNAS SHALL BE ENCLOSED AND SCREENED IN
 SUCH A MANNER THAT THE ENCLOSURE IS DESIGNED AS AN
 INTEGRAL PART OF THE OVERALL BUILDING DESIGN.
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822-1426 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 10-13-2022 Cont ID  
Sent By ckimmerl Date 10-13-2022 Time 12:27 Rev Time 0.00
Received By ckimmerl Date 10-13-2022 Time 12:26 Sent To  
Notes
2022-10-13 12:27:11INSUFFICIENT AND INCOMPLETE SUBMITTAL ??? PLEASE NOTE
 THAT FUTURE SUBMITTALS SUCH AS THIS WILL NOT BE
 ACCEPTED OR PUT ON FOR PPRC REVIEW. MISSING MANY
 DRAWINGS AND DETAILS FOR THE PROPOSED DEVELOPMENT.
  
 1. PLEASE PROVIDE SEPARATE SHEETS AND SETS FOR:
 ELEVATION DRAWINGS, SITE PLAN DRAWINGS, LANDSCAPE
 DRAWINGS, CIVIL, SURVEY, PHOTOMETRICS, ETC.
  
 2. PLEASE PROVIDE SHEETS FOR FA??ADE ARTICULATION,
 FENESTRATION, TRANSPARENCY, AND ARCHITECTURAL FEATURES.
  
 3. REQUIRE FULLY DIMENSIONED SITE PLANS WITH TABULAR
 DATA AND CALCULATIONS SHOWING COMPLIANCE TO BUILDING
 REQUIREMENTS TABLE FOR NORA-5 DISTRICT.
  
 4. PLEASE INDICATE SETBACKS, PROPERTY LINES, AND FULLY
 DETAIL ANY PROJECTIONS WITHIN SITE PLANS.
  
 5. PLEASE CLARIFY HOW OPEN SPACE REQUIREMENTS ARE MET
 AND PROVIDE CALCULATIONS MEETING STANDARDS PER TABLE
 IV-7.
  
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822-1426 [email protected]
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