Plan Review Details - Project Z22070024
Plan Review Stops For Project Z22070024
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 05-04-2023 Cont ID  
Sent By rbrown Date 05-04-2023 Time 19:42 Rev Time 0.00
Received By rbrown Date 05-04-2023 Time 19:42 Sent To  
Notes
2023-05-04 19:43:20DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS
 SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
 REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
 COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
 OR BY EMAIL: [email protected]
  
 3. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
 THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
 THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
 AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
 FLORIDA BUILDING CODE.
  
 4. GREASE INTERCEPTOR. IF ANY OF THE UNITS WILL BE A
 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]
  
 5. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 6. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 7. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 8. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
 9. 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 08-11-2022 Cont ID  
Sent By rbrown Date 08-11-2022 Time 10:38 Rev Time 0.00
Received By rbrown Date 08-11-2022 Time 10:38 Sent To  
Notes
2022-08-11 10:41:51DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS
 SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
 REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
 COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
 OR BY EMAIL: [email protected]
  
 3. UNITY OF TITLE. FOR ANY BUILDING CROSSING A PROPERTY
 LINE, EITHER A RECORDED UNITY OF TITLE, OR SOME OTHER
 APPROVED LEGAL INSTRUMENT, SHALL BE INCLUDED WITH THE
 PERMIT APPLICATION, OR THE BUILDING MUST HAVE A FIRE
 WALL ALONG THE PROPERTY LINE, PER SECTION 202 OF
 FLORIDA BUILDING CODE, BUILDING, FIRE SEPARATION
 DISTANCE.
  
 4. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
 THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
 THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
 AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
 FLORIDA BUILDING CODE.
  
 5. GREASE INTERCEPTOR. IF ANY OF THE UNITS WILL BE A
 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, 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 F Date 07-27-2023 Cont ID  
Sent By lquinone Date 07-27-2023 Time 13:24 Rev Time 0.00
Received By lquinone Date 07-27-2023 Time 13:24 Sent To  
Notes
2023-07-27 13:24:55PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER PIPES ALONG ENTIRE PROJECT FRONTAGE.
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 10:29 Rev Time 0.00
Received By lquinone Date 04-11-2023 Time 10:29 Sent To  
Notes
2023-04-11 10:30:17NO RESPONSE LETTER WAS SUBMITTED.
  
 COMMENTS FROM LINDA M. QUINONES-CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES AT 561-494-1085
 [email protected]
  
  CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY SEWER
 ARE REQUIRED.
  
  PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER PIPES ALONG ENTIRE PROJECT FRONTAGE.
  
  COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING
 PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT
 HIM AT 561-494-2262 OR [email protected]
  
  FOR FORMAL ENGINEERING SUBMITTAL , PLANS SHALL SHOW
 PROPOSED LOCATIONS AND DIMENSIONS OF ALL WATER,
 STORMWATER, AND SANITARY AND SEWER LINES, INCLUDING
 STUBS TO EACH PROPERTY LINE FOR WATER AND SANITARY
 SEWERS, THE MAKE AND MODEL OF ALL VALVES, METERS, AND
 OTHERS 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. ALL
 AVAILABLE ELEVATION SHALL BE SHOWN ON THE PROFILE VIEW.
 DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN
 VIEW FOR ALL SANITARY AND STORM SEWERS. ADDITIONALLY,
 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. PROVIDE PROFILE
 AND CLEARANCES AT ALL UTILITY CROSSINGS.
  
  PLEASE CLOUD/HIGHLIGHT PLAN REVISIONS OR CHANGES IN
 SCOPE FOR RESUBMITTAL OF DRAWINGS.
  
  FOR FORMAL ENGINEERING SUBMITTAL , CUT AND CAP
 UTILITIES NOT IN USE, AND REMOVE ANY ABANDONED UTILITY
 LINES LARGER THAN 2 INCHES FROM CITY RIGHT OF WAY.
  
  FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE DEDICATED
 UTILITY EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS.
  
  FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION.
  
  FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT
 DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW
 PREVENTER AS DCDA. SPECIFY LEAD FREE DESIGN ON ALL
 BACKFLOWS.
  
  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; AND
  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. IF THE ENGINEERING PLANS DO
 NOT INCLUDE AN EROSION CONTROL PLAN, THEN THE
 CONTRACTOR SHOULD SUBMIT ONE PRIOR TO RECEIVING THE
 ENGINEERING PERMIT.
  
  FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF
 PROPOSED AND EXISTING WATER AND SEWER WITHIN RIGHT OF
 WAY AND SHOW ANY CROSSINGS/CONFLICTS.
  
  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.
  
  FOR FORMAL ENGINEERING SUBMITTAL CLEARLY SHOW ROAD
 RIGHT OF WAY.
  
  FOR FORMAL ENGINEERING SUBMITTAL PROVIDE SANITARY
 ELEVATIONS AT MANHOLE TIE-IN.
  
  FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
  
  FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE
 BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES.
  
  FOR FORMAL ENGINEERING SUBMITTAL, WHEN TRENCHING IN IN
 CITY MAINTAINED ROADWAY AREAS ADD NOTE TO PROVIDE 50
 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
 PROPOSED TRENCH PER CURRENT CITY OF WPB STANDARD DETAIL
 GC-8.
  
  PLEASE RESPOND TO ALL COMMENTS IN WRITING AND INCLUDE
 PROJECT NAME, ADDRESS AND PERMIT NUMBER (Z-XXXXXXXX).
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 07-27-2022 Cont ID  
Sent By rrossano Date 07-27-2022 Time   Rev Time  
Received By rrossano Date 07-27-2022 Time   Sent To  
Notes
2022-07-27 10:44:03Z22070024 - 444 10TH ST, MIXED USE 7.26.22 SUB
 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 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
 (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 08-01-2022 Cont ID  
Sent By pleduc Date 08-01-2022 Time   Rev Time 0.00
Received By pleduc Date 08-01-2022 Time 12:02 Sent To  
Notes
2022-08-01 12:05:43THE 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.
  
 THE PROPOSED LOCATION OF THE FIRE HYDRANT AND FDC SHALL
 BE WITHIN 100' OF EACH OTHER AND 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 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. ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE
 FIGHTER?S EMERGENCY OPERATIONS REQUIREMENTS OF ASME
 A17.1/CSA B44, SAFETY CODE FOR ELEVATORS.
  
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE PASSENGER
 ELEVATOR THAT IS OPERATIONAL AND WILL ACCOMMODATE AN
 AMBULANCE STRETCHER 76 INCHES LONG AND 24 INCHES WIDE
 IN THE HORIZONTAL POSITION.
  
 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.
  
 IF APPLICABLE, 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 08-10-2022 Cont ID  
Sent By rcaranci Date 08-10-2022 Time 14:14 Rev Time 0.00
Received By rcaranci Date 08-10-2022 Time 14:14 Sent To  
Notes
2022-08-10 14:14:33FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 444 10TH ST NORA Z22070024
 AUGUST 10, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE A TREE SURVEY AND TREE DISPOSITION PLAN TO
 IDENTIFY ALL EXISTING TREES AND PALMS. IDENTIFY
 EXISTING TREES IN THE RIGHT OF WAY. IF ON THE ADJACENT
 PROPERTY, SHOW THEM ON THE LANDSCAPE PLAN PER SECTION
 94-442(B)(2)Q.
  
 2. LIST ANY VARIANCES REQUESTED FOR LANDSCAPING ON THE
 LANDSCAPE PLAN.
  
 3. PER SECTION 94-443 (A)(1) A PROTECTIVE SCREEN WALL
 IS REQUIRED ALONG THE ADJACENT RESIDENTIAL PROPERTY
 LINE.
  
 4. STREETSCAPE MUST BE PROVIDED ADJACENT TO THE
 PROPERTY INCLUDING SIDEWALKS AND STREET TREES FOR 10TH
 ST.
  
 5. SHOW LOCATIONS OF ALL UTILITIES ON THE LANDSCAPE
 PLAN, AS THERE ARE MULTIPLE CONFLICTS WITH REQUIRED
 LANDSCAPING.
  
 6. TREE IN THE TERMINAL ISLAND AT THE END OF THE ROW OF
 PARKING CANNOT BE DOUBLE COUNTED TOWARD BUFFER
 REQUIREMENT.
  
 7. PER SECTION 94-443 (E)2., PROVIDE THE 30% FOUNDATION
 PLANTING CALCULATION REQUIRED AND PROVIDED FOR THE
 BUILDING.
  
 8. PROVIDE A SECTION IN A LANDSCAPE DATA CHART TO
 COMPLY 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. PROVIDE THE TOTAL
 PERCENTAGE OF NATIVE AND DROUGHT TOLERANT PLANTS BASED
 ON FINAL PLANT LIST.
  
 9. CASSIA NEEDS TO BE SHOWN AT 12 FT HEIGHT
 SPECIFICATION ON THE PLAN. ANY SUPPLY ISSUES MAY BE
 ADDRESSED AT TIME OF INSTALLATION.
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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 P Date 08-12-2022 Cont ID  
Sent By mtechnow Date 08-12-2022 Time 11:47 Rev Time 0.00
Received By mtechnow Date 08-12-2022 Time 11:42 Sent To  
Notes
2022-08-12 12:00:36CONCEPTUAL REVIEW PASSED. PLEASE REFER TO CHECKLIST
 PROVIDED BY RICK ROSSANO FOR ENGINEERING SUBMITTAL
 GUIDELINES.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 3 Status F Date 07-14-2023 Cont ID  
Sent By mhurley Date 07-14-2023 Time 13:11 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-07-14 13:11:29PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
  
 -THE LOCATION CONFLICT BETWEEN BIKE RACK AND FIRE
 HYDRANT BROUGHT UP DURING PREVIOUS SUBMITTAL IS STILL
 SHOWING ON THE VARIOUS PLAN SETS. PLEASE RESOLVE SUCH
 THAT BIKE RACK IS NOT IN FIRE HYDRANT CLEAR ZONE. ALSO
 BE AWARE OF THE NEARBY FDC AND ENSURE FIX WILL BE
 UPDATED ON E22030048 PLANS.
  
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 2 Status F Date 04-13-2023 Cont ID  
Sent By mhurley Date 04-13-2023 Time 10:27 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-04-13 10:27:46PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -BIKE RACK APPEARS TO BE ENCROACHING ON FIRE HYDRANT
 CLEAR OBSTRUCTION AREA ON VARIOUS PLAN SETS. PLEASE
 UPDATE.
 -WATER METER SIZE AND LOCATION AS WELL AS BACKFLOW
 ASSEMBLY LOCATIONS MAY BE CHANGING BASED ON REVISIONS
 IN E22030048. VERIFY AND UPDATE PLANS AS NEEDED.
 -SITE PLAN LOCATIONS OF WATER METERS AND BACKFLOW
 ASSEMBLIES NEED TO BE UPDATE TO REFLECT UPDATED CIVIL
 ENGINEERING PLAN LOCATIONS.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 08-10-2022 Cont ID  
Sent By mhurley Date 08-10-2022 Time 13:54 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2022-08-10 13:54:32PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -JUSTIFICATION LETTER SAYS 444 N RAILROAD. WILL THE
 CURRENT ADDRESS BE CHANGING?
 -SITE PLAN SHOWS DOOR OPENING UP INTO SIDEWALK AND
 RAILROAD AVE RIGHT OF WAY.
 -CLEARLY SHOW AND LABEL EXISTING AND PROPOSED FIRE
 HYDRANTS ON PLANS. ENSURE THAT MINIMUM FIRE HYDRANT
 CLEARANCE DISTANCES ARE MET.
 -CLEARLY LABEL PROPERTY LINES ON PLANS.
 -SHOW UTILITIES ON LANDSCAPE PLAN AND ENSURE NO
 CONFLICTS BETWEEN TREES AND UTILITIES.
 -FOOTPRINT OF 3 INCH METER AND BACKFLOW WOULD LIKELY BE
 MUCH LARGER THAN SHOWN.
 -ADD WORDING ABOVE GROUND TO LABEL OF PROPOSED 3 INCH
 METER.
 -ENSURE FDC IS AN ACCEPTABLE DISTANCE FROM CITY FIRE
 HYDRANT.
 -SURVEY SHOWS UTILITY POLE AND GUY WIRES NEAR SOUTH
 PROPERTY LINE. SHOW AND LABEL THOSE ON PLANS.
 -WHAT TYPE OF SIGN IS ACROSS THE ALLEY FROM THE GREASE
 TRAPS?
 -ADD FIRELINE BACKFLOW AND ABOVE-GROUND WATER METER
 STANDARD DETAILS TO ENGINEERING PLAN SET.
 -VERIFY PROPERTY IS NOT CURRENTLY OWNED BY THIRD
 PARTIES NOT RELATED TO THE PROJECT.
 RESPECTFULLY,
 MARK HURLEY
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 2 Status F Date 04-28-2023 Cont ID  
Sent By   Date 04-28-2023 Time   Rev Time 0.00
Received By   Date 04-28-2023 Time   Sent To  
Notes
2023-05-03 16:08:39 
 PLEASE 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 (DYNAMIC ENVELOPE AND THE VEHICLE?S
 WHEEL PATH) FOR THE SANITATION SERVICE, FRONT LOADER
 TRUCK WITH THE FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
  
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 08-09-2022 Cont ID  
Sent By   Date 08-09-2022 Time   Rev Time  
Received By   Date 08-09-2022 Time   Sent To  
Notes
2022-08-09 11:59:25 
 PLEASE 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 (DYNAMIC ENVELOPE AND THE VEHICLE?S
 WHEEL PATH) FOR THE SANITATION SERVICE, FRONT LOADER
 TRUCK WITH THE FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
 4- OWNERS AND/OR OCCUPANTS OF PROPERTY THAT REQUIRE
 GREASE HAULING SERVICES SHALL ENSURE THAT THEIR GREASE
 TANKS OR CONTAINERS REMAIN CLEAN, AND ARE ENCLOSED AND
 NOT IN PUBLIC VIEW.
 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 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 15:46 Rev Time 0.00
Received By tward Date 05-07-2023 Time 15:48 Sent To  
Notes
2023-05-07 15:47:08THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 3/28/2023 SUBMITTAL:
  
 1. [NOT SATISFIED - DESPITE WHAT THE RESPONSE LETTER
 STATED, A REVISED SURVEY WAS NOT SUBMITTED.] THE CITY'S
 OFFICIAL VERTICAL DATUM IS NGVD1929. THE CITY HAS
 ALLOWED THE USE OF NAVD1988 AS LONG AS THE CONVERSION
 EQUATION TO NGVD1929 AT THE PROJECT LOCATION IS
 PROVIDED. PROVIDE THE VERTICAL DATUM CONVERSION TO
 NGVD1929 ON THE SURVEY.
  
 2.[NOT SATISFIED - DESPITE WHAT THE RESPONSE LETTER
 STATED, NO CROSS SECTIONS WERE PROVIDED ON THE UPDATED
 CIVIL ENGINEERING PLAN.] PROVIDE CROSS SECTIONS FROM
 CENTERLINE OF RIGHTS OF WAY AND WEST PROPERTY LINE TO
 THE BUILDING FACES. SHOW AND LABEL SURFACE FEATURES,
 GRADE BREAKS, GENERAL SURFACE SLOPES, FINISHED FLOOR
 ELEVATION, RIGHT OF WAY LINES WITH THE STREET
 IDENTIFIED, DIMENSIONS FROM RIGHT OF WAY TO SURFACE
 FEATURES. NOTE THERE IS OVER A FOOT DIFFERENCE BETWEEN
 THE PROPOSED FFE AND THE EXISTING GRADES ON 10TH ST.
  
 3. [PARTIALLY SATISFIED - TREES PROPOSED OVER SANITARY
 SEWER LATERAL AND STAFF SUGGESTS INSTALLING ROOT
 BARRIERS TO PROTECT THE STORM PIPES FROM OTHER PROPOSED
 TREES.] SHOW UTILITIES ON THE LANDSCAPE PLANS AND
 COORDINATE PLANTINGS WITH THE UTILITIES.
  
 4. [SATISFIED - DESPITE THAT THE RESPONSE LETTER STATED
 THAT THE PARKING SPACES WERE REDUCED IN LENGTH TO
 INCLUDE OVERHANG OF THE RAISED CURB AND HARDSCAPE
 AREAS, THE PARKING SPACES ARE DIMENSIONED TO BE 18 FEET
 DEEP TO THE FACE OF CURB.] CONSIDER REDUCING THE
 PARKING SPACE DEPTHS FROM 18.5 FEET TO 18 FEET
 (INCLUDING THE 2 FEET OF OVERHANG).
  
 5. [SATISFIED] SOUTH DRIVEWAY ENCROACHING ONTO ADJACENT
 PROPERTY.
  
 6. [NOT SATISFIED - NO HATCHING SHOWN TO SHOW CONCRETE
 MATERIAL.] DRIVEWAY APRON WITHIN THE RIGHT OF WAY
 SHOULD BE CONCRETE.
  
 7. [NOT SATISFIED - CURBING TYPE NOT CALLED OUT ON THE
 ENGINEERING PLAN.] INSTALL TYPE F CURB AND GUTTER ALONG
 THE FRONTAGE OF 10TH STREET.
  
 8. [SATISFIED] REMOVE CONCRETE WALKWAY BETWEEN CURB AND
 SIDEWALK ON 10TH STREET.
  
 9. [NOT SATISFIED] LABEL PROPOSED SIDEWALKS, CURB
 TYPES, ETC. ON- AND OFF-SITE THAT WILL INCLUDED WITH
 THIS PROJECT.
  
 10. [PARTIALLY SATISFIED - INCLUDE HATCH PATTERNS OF
 LANDSCAPE AREAS AND OF THE AREAS ADJACENT TO THE NORTH
 AND EAST SIDES OF THE BUILDING] ON ENGINEERING PLANS,
 INCLUDE ALL HATCHING PATTERNS IN THE SHEET LEGEND. THE
 LEGEND INCLUDES PROPOSED TRUEGRID. IDENTIFY WHERE THIS
 WILL BE INSTALLED AND PROVIDE DETAILS FOR IT.
  
 11. [SATISFIED] STOP BAR AND SIGN WILL BE NEEDED.
  
 12. [NOT SATISFIED] PROVIDE EXISTING SPOT GRADES FOR
 THE ALLEY.
  
 NEW COMMENTS (3/28.2023 UBMITTAL):
  
 13. EXPLAIN FLARE LINE ON THE EAST SIDE OF THE SOUTH
 DRIVEWAY TO THE PROPOSED SPOT GRADE 14.70 FT NAVD.
  
 14. ADJUST SPOT GRADE LEADERS TO WHERE THE GRADES ARE
 TO BE SHOWN. FOR EXAMPLE, THERE IS A PROPOSED SPOT
 GRADE THE SAME AS THE GRATE ELEVATION OF S-205 BUT
 POINTING TO THE PAVEMENT 2 FEET EAST OF THE STRUCTURE.
 ANOTHER EXAMPLE, THERE IS A PROPOSED SPOT GRADE OF
 16.20 FT NAVD POINTING TO THE SOUTH WALL OF THE
 BUILDING. OTHER PROPOSED SPOT GRADES IN THE PARKING
 SPACES ARE SHOWN 1.5 FEET FROM THE CURB.
  
 15. WHEEL STOPS WILL BE NEEDED IN THE PARKING SPACES TO
 PREVENT VEHICLES FROM PARKING OVER THE SIDEWALK.
  
 16. EXTEND THE HANDICAP PARKING ACCESS AISLE STRIPING
 ALL THE WAY TO THE END OF THE ACCESS AISLE. FBC SECTION
 502.4 PROHIBITS CURB RAMPS WITHIN THE HANDICAP PARKING
 ACCESS AISLE.
  
 17. COORDINATE THE OUTFALL PIPE FROM STRUCTURE S-201
 WITH THE NORTH RAILROAD STREETSCAPE PLANS, INCLUDING
 THE LOCATION OF THE PIPE OPENING AT THE EXISTING
 STRUCTURE S-101 THAT THE OUTFALL PIPE CONNECTS TO.
  
 18. COORDINATE LOCATIONS OF OTHER OFFSITE UTILITIES
 WITH THE NORTH RAILROAD STREETSCAPE PLANS.
  
 19. PROVIDE SAFE SEPARATION BETWEEN STOP BAR AND BACK
 OF SIDEWALK.
  
 20. PAVEMENT HATCHING FOR SOUTH DRIVEWAY APPEARS TO
 HIDE CURBING ALONG THE DRIVEWAY FLARES.
  
 21. ENGINEERING PLAN DOES NOT MATCH THE SITE PLAN WITH
 REGARDS TO THE RECESSED DOOR OPENINGS.
  
 22. PROVIDE DETAIL OF THE CONTROL STRUCTURE. NOTE THE
 CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH
 EXFILTRATION TRENCH SYSTEMS.
  
  
 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 08-11-2022 Cont ID  
Sent By tward Date 08-11-2022 Time 06:53 Rev Time 0.00
Received By tward Date 08-11-2022 Time 06:53 Sent To  
Notes
2022-08-11 06:53:32THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. THE CITY?S OFFICIAL VERTICAL DATUM IS NGVD1929. THE
 CITY HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE
 CONVERSION EQUATION TO NGVD1929 AT THE PROJECT LOCATION
 IS PROVIDED. PROVIDE THE VERTICAL DATUM CONVERSION TO
 NGVD1929 ON THE SURVEY.
  
 2. PROVIDE CROSS SECTIONS FROM CENTERLINE OF RIGHTS OF
 WAY AND WEST PROPERTY LINE TO THE BUILDING FACES. SHOW
 AND LABEL SURFACE FEATURES, GRADE BREAKS, GENERAL
 SURFACE SLOPES, FINISHED FLOOR ELEVATION, RIGHT OF WAY
 LINES WITH THE STREET IDENTIFIED, DIMENSIONS FROM RIGHT
 OF WAY TO SURFACE FEATURES. NOTE THERE IS OVER A FOOT
 DIFFERENCE BETWEEN THE PROPOSED FFE AND THE EXISTING
 GRADES ON 10TH ST.
  
 3. SHOW UTILITIES ON THE LANDSCAPE PLANS AND COORDINATE
 PLANTINGS WITH THE UTILITIES.
  
 4. CONSIDER REDUCING THE PARKING SPACE DEPTHS FROM 18.5
 FEET TO 18 FEET (INCLUDING THE 2 FEET OF OVERHANG).
  
 5. SOUTH DRIVEWAY ENCROACHING ONTO ADJACENT PROPERTY.
  
 6. DRIVEWAY APRON WITHIN THE RIGHT OF WAY SHOULD BE
 CONCRETE.
  
 7. INSTALL TYPE F CURB AND GUTTER ALONG THE FRONTAGE OF
 10TH STREET.
  
 8. REMOVE CONCRETE WALKWAY BETWEEN CURB AND SIDEWALK ON
 10TH STREET.
  
 9. LABEL PROPOSED SIDEWALKS, CURB TYPES, ETC. ON- AND
 OFF-SITE THAT WILL INCLUDED WITH THIS PROJECT.
  
 10. ON ENGINEERING PLANS, INCLUDE ALL HATCHING PATTERNS
 IN THE SHEET LEGEND. THE LEGEND INCLUDES PROPOSED
 TRUEGRID. IDENTIFY WHERE THIS WILL BE INSTALLED AND
 PROVIDE DETAILS FOR IT.
  
 11. STOP BAR AND SIGN WILL BE NEEDED.
  
 12. PROVIDE EXISTING SPOT GRADES FOR THE ALLEY.
  
 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 MODIFICATION 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)
 561-351-0510 (M)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 08-09-2022 Cont ID  
Sent By vnoel Date 08-09-2022 Time 08:03 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2022-08-09 08:25:091. ADD CONVERSION TO NGVD-29 ON SURVEY AND ENG. PLANS.
 2. SURVEY NEEDS TO LABEL CORNER MONUMENTATION.
 3. UNITY OF TITLE WILL BE REQUIRED.
 4. DRIVEWAY FLAIR CANNOT CROSS INTO ADJOINING PROPERTY.
 5. UTILITIES MAY NOT WANT WATER CONNECTIONS IN ALLEY.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 08-10-2022 Cont ID  
Sent By   Date 08-10-2022 Time   Rev Time  
Received By   Date 08-10-2022 Time   Sent To  
Notes
2022-08-10 22:27:36TRAFFIC COMMENTS
 1) CORRECT THE EXEMPTION REFERENCE AS IT IS TRAFFIC
 CONCURRENCY EXCEPTION AREA (TCEA), NOT CRA.
 2) 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
 3) ALL CONCERNS AND COMMENTS PROVIDED BY THE COUNTY IN
 THE TPS LETTER SHALL BE ADDRESSED
 4) MORE DETAILED TRANSPORTATION DEMAND MANAGEMENT (TDM)
 MEASURES SHALL BE DISCUSSED AND AGREED WITH CITY
 PLANNING AND ENGINEERING DEPARTMENTS
 5) TRAFFIC SIGNAL WARRANT ANALYSES SHALL BE CONDUCTED
 AT EACH IMPACTED UNSIGNALIZED INTERSECTION ALONG PALM
 BEACH LAKES BLVD AND DIXIE HIGHWAY
  
 SITE COMMENTS
 6) PROVIDE A CLEAN TRANSPORTATION SPECIFIC SITE PLAN.
 SHOWCASING TRANSPORTATION RELATED FEATURES (E.G.
 ROADWAY, DRIVING AISLES, PARKING STALLS, SIDEWALK,
 CURB, GUTTER, DRIVEWAY, GATES, ETC.) PROPERLY LABELED
 AND DIMENSIONED. PLEASE DO NOT SHOW ALL UNDERGROUND
 UTILITY LAYERS
 7) IN THE TRANSPORTATION 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.
 INCLUDING ALLEYWAYS.
 8) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 DELIVERY VEHICLES SERVICING THE PROPOSED DEVELOPMENT
 WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL PATHS CLEARLY
 DISTINCT AND DEFINED. ANALYSIS SHOULD BE PROVIDED IN A
 SEPARATE FILE/DRAWING. PLEASE PROVIDE DOCUMENT NAME AND
 SHEET NUMBER SHOWCASING THE ANALYSIS
 9) CLEARLY MARK AND DIMENSION THE DESIGNATED LOADING
 ZONE
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
  
Review Stop Z ZONING
Rev No 2 Status F Date 05-01-2023 Cont ID  
Sent By ckimmerl Date 05-01-2023 Time 15:34 Rev Time 0.00
Received By ckimmerl Date 05-01-2023 Time 15:34 Sent To  
Notes
2023-05-01 15:34:421. SETBACKS:
 - PLEASE PROVIDE SETBACK LINES ON SITE PLAN AND
 ARCHITECTURAL DRAWINGS
 - SETBACKS NEED TO BE RECALCULATED AND LABELED:
 - 10TH STREET IS FRONT, MIN. 20 FT. SETBACK REQUIRED
 - RAILROAD AVENUE IS SIDE STREET, 0 FT. SETBACK
 REQUIRED
 - ALLEY, 5 FT. MIN. SETBACK REQUIRED - SIDE INTERIOR
 MIN. 25 FT. SETBACK REQUIRED FOR MIXED USE FRONTING RR
 AVE.
 RESPONSE: IN ORDER TO ENCOURAGE AND DIRECT PUBLIC
 ACTIVITY AND MOVEMENT ALONG N. RAILROAD AVENUE, THE
 APPLICANT ORIENTED THE PUBLIC ACCESS TO 444 ALONG N.
 RAILROAD AVENUE AND PLACED ALL BACK-OF-HOUSE SERVICES
 (I.E. LOADING, PARKING, TRASH ENCLOSURE, UTILITIES) TO
 THE REAR OF THE PROPERTY. AS SUCH, THE ALLEY AND 10TH
 STREET FRONTAGES HAVE BEEN TREATED AS ???SIDE STREET
 RESIDENTIAL??? AND ???ALLEY??? BUFFERS BASED ON THIS
 UPDATED BUILDING AND SITE PROGRAMMING. THE APPLICANT
 RESPECTFULLY REQUESTS THAT THE NORTH BUFFER BE
 CONSIDERED A ???SIDE RESIDENTIAL STREET??? BUFFER TO
 MAXIMIZE THE AMOUNT OF ACTIVE BUILDING FRONTAGE THAT
 CAN BE CREATED/PROGRAMMED ALONG N. RAILROAD FOR THE
 BENEFIT OF THE URBAN STREETSCAPE THAT IS ATTEMPTING TO
 BE CREATED ALONG THIS CORRIDOR.
 1. ZONING REVIEW 5.1.23 ??? [PARTIALLY SATISFIED]
 AFTER STAFF REVIEW OF BPD-R PROVISIONS; SETBACKS SHALL
 BE SUCH:
 RAILROAD AVENUE ??? 0???
 ALLEY ??? 5???
 SIDE RESIDENTIAL STREET (10TH ST. FRONTAGE) ??? 10???
 SIDE INTERIOR SETBACK (EASTERN PROPERTY LINE) ??? 25???
 NO REAR OR FRONT SETBACKS BY CODE BECAUSE OF COMMERCIAL
 PROPERTY FRONTING RAILROAD.
 STAIRCASE ENCROACHES INTO SIDE INTERIOR SETBACK BY
 1.5FT. PLEASE ADJUST.
  
 2. PARKING REQUIREMENTS:
 - PLEASE PROVIDE BREAKDOWN OF OFFICE AND RETAIL SF.
 BOTH 7,900 SF?
 - WHAT IS WIDTH OF PARKING DRIVE? APPEARS TO BE 24FT
 BUT PLEASE BE SURE TO FALL UNDER 25FT MAXIMUM WIDTH.
 - PAINTING/STRIPING DETAILS NEED TO MEET CITY STANDARD
 FOR STALL
 - SITE PLAN MENTIONS PARKING REQUIREMENTS BEING MET
 WITH VALET SERVICE OFFSITE, PLEASE INDICATE WHERE THE
 OFF-SITE PARKING IS LOCATED.
 RESPONSE: THE BUILDING SQUARE FOOTAGE IS DIVIDED
 EQUALLY INTO GROUND FLOOR RETAIL/RESTAURANT AND SECOND
 STORY OFFICE USES (7,900 SF RESPECTIVELY). THE PARKING
 DRIVE AISLE IS 24 FEET WIDE AND A DIMENSION HAS BEEN
 ADDED TO THE PLAN TO IDENTIFY SAID WIDTH. THE PARKING
 STRIPING HAS BEEN UPDATED TO MATCH THE CITY STANDARDS.
 A NOTE HAS BEEN ADDED TO THE SITE PLAN INDICATING THE
 LOCATION OF THE OFFSITE PUBLIC AND VALET PARKING LOTS
 THAT SERVE THE VARIOUS USES WITHIN NORA.
 2. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 3. SANITATION/LOADING: PLEASE PROVIDE AUTOTURN ANALYSIS
 FOR ALLEY AND LOADING AREA.
 RESPONSE: ACKNOWLEDGED. AN AUTOTURN ANALYSIS HAS BEEN
 PREPARED TO IDENTIFY THE ABILITY OF UTILITY VEHICLES TO
 ACCESS THE TRASH ENCLOSURE AND THE LOADING ZONE.
 3. ZONING REVIEW 5.1.23 ??? [NOT SATISFIED] NO AUTOTURN
 PROVIDED IN SUBMITTAL PACKAGE
  
 4. PHOTOMETRIC ANALYSIS SHOWS PROPERTY AS A 1-STORY
 10,185 SF BUILDING, PLEASE BE CONSISTENT ACROSS PLAN
 SETS.
 RESPONSE: ACKNOWLEDGED. THE PHOTOMETRIC PLAN SHALL BE
 UPDATED FOR BACKGROUND CONSISTENCY.
 4. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 5. CURB CUT FOR TRASHCAN/ALLEY CUTS INTO ADJACENT
 RESIDENTIAL PROPERTY. PLEASE ADJUST.
 RESPONSE: ACKNOWLEDGED. THE RADIAL CURB HAS BEEN
 REPLACED WITH A FLARE TO AVOID CONFLICT/ENCROACHMENT
 WITH THE ADJACENT PROPERTY TO THE EAST. SEE UPDATED
 SITE AND LANDSCAPE PLANS.
 ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 6. PLEASE INDICATE WHERE REQUIRED BIKE PARKING SPACES
 ARE LOCATED
 RESPONSE: ACKNOWLEDGED. BIKE RACK HAVE BEEN PROVIDED
 THROUGHOUT NORA WITHIN THE PREVIOUSLY APPROVED
 STREETSCAPE PLAN AND PUBLIC OFF-STREET PARKING PLAN
 PROJECTS. AN ADDITIONAL BIKE RACK HAS BEEN SPECIFIED AT
 THE REAR OF THE BUILDING IN THE PAVER PLAZA AREA.
 ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 7. PLEASE PROVIDE STREETSCAPE LANDSCAPING DETAILS FOR N
 RAILROAD AVE. AND 10TH ST. FRONTAGES.
 RESPONSE: ACKNOWLEDGED. LANDSCAPE DETAILS HAVE BEEN
 PROVIDED FOR BOTH RIGHTS-OF-WAYS ALONG THE BOUNDARY OF
 THE SUBJECT SITE.
 ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 8. 5FT. LANDSCAPE BUFFER BETWEEN ADJACENT TO
 RESIDENTIAL USES REQUIRES INSTALLATION OF A WALL.
 RESPONSE: ACKNOWLEDGED. A WALL SHALL BE ADDED ALONG
 THE EAST PROPERTY BOUNDARY AS REQUIRED. SEE UPDATED
 SITE AND LANDSCAPE PLAN.
 PLEASE PROVIDE HEIGHT DETAIL OF MASONRY WALL
  
 NEW ZONING COMMENTS 5.1.23:
 1. PLEASE PROVIDE PROJECTION DETAILS OR DIMENSIONS FOR
 THE CANOPY ELEMENTS SHOWN ON THE ELEVATIONS. BE SURE
 THAT THESE ELEMENTS MEET THE STANDARDS IN SEC. 94-109
 TABLE IV-5. ELEVATIONS PROVIDED, PLEASE SHOW
 PROJECTIONS.
  
 2. 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.
 3. FOR THE LANDSCAPING ON SHEET LP-1:
 SEC.94-113(D.) AND SEC.94-113(G.) APPLIES
 SEC. 94-443(A.)(1.) PROTECTIVE SCREEN WALLS AND
 (2.)LANDSCAPE BUFFER APPLIES; THESE SECTIONS PROVIDE
 MORE DETAIL ON THE REQUIREMENTS OF SEC. 94-113(G.)
 PLEASE AMEND LP-1 & LP-2 TO REFLECT THE THREE
 APPLICABLE CODE SECTIONS ABOVE AND THEIR REQUIREMENTS.
 THE REFERENCE TO 94-442 CAN BE REMOVED.
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 08-08-2022 Cont ID  
Sent By ckimmerl Date 08-08-2022 Time 15:07 Rev Time 0.00
Received By ckimmerl Date 08-08-2022 Time 15:03 Sent To  
Notes
2022-08-08 15:07:531. SETBACKS:
 - PLEASE PROVIDE SETBACK LINES ON SITE PLAN AND
 ARCHITECTURAL DRAWINGS
 - SETBACKS NEED TO BE RECALCULATED AND LABELED:
 - 10TH STREET IS FRONT, MIN. 20 FT. SETBACK REQUIRED
 - RAILROAD AVENUE IS SIDE STREET, 0 FT. SETBACK
 REQUIRED
 - ALLEY, 5 FT. MIN. SETBACK REQUIRED
 - SIDE INTERIOR MIN. 25 FT. SETBACK REQUIRED FOR MIXED
 USE FRONTING RR AVE.
  
 2. PARKING REQUIREMENTS:
 - PLEASE PROVIDE BREAKDOWN OF OFFICE AND RETAIL SF.
 BOTH 7,900 SF?
 - WHAT IS WIDTH OF PARKING DRIVE? APPEARS TO BE 24FT
 BUT PLEASE BE SURE TO FALL UNDER 25FT MAXIMUM WIDTH.
 - PAINTING/STRIPING DETAILS NEED TO MEET CITY STANDARD
 FOR STALL
 - SITE PLAN MENTIONS PARKING REQUIREMENTS BEING MET
 WITH VALET SERVICE OFFSITE, PLEASE INDICATE WHERE THE
 OFF-SITE PARKING IS LOCATED.
  
 3. SANITATION/LOADING:
 - PLEASE PROVIDE AUTOTURN ANALYSIS FOR ALLEY AND
 LOADING AREA.
  
 4. PHOTOMETRIC ANALYSIS SHOWS PROPERTY AS A 1-STORY
 10,185 SF BUILDING, PLEASE BE CONSISTENT ACROSS PLAN
 SETS.
  
 5. CURB CUT FOR TRASHCAN/ALLEY CUTS INTO ADJACENT
 RESIDENTIAL PROPERTY. PLEASE ADJUST.
  
 6. PLEASE INDICATE WHERE REQUIRED BIKE PARKING SPACES
 ARE LOCATED.
  
 7. PLEASE PROVIDE STREETSCAPE LANDSCAPING DETAILS FOR N
 RAILROAD AVE. AND 10TH ST. FRONTAGES.
  
 8. 5FT. LANDSCAPE BUFFER BETWEEN ADJACENT TO
 RESIDENTIAL USES REQUIRES INSTALLATION OF A WALL.
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822.1426 [email protected]
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