Plan Review Details - Project Z22070022
Plan Review Stops For Project Z22070022
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 08-09-2022 Cont ID  
Sent By scwelter Date 08-09-2022 Time 13:06 Rev Time 0.00
Received By rbrown Date 05-04-2023 Time 19:49 Sent To  
Notes
2022-08-09 13:35:58 
  
 THE NORA PROJECT IS UNDER ONE DEVELOPER AND PARTS OF
 THE PROJECT ARE SUBJECT TO THE PUBLIC ART REQUIREMENT:
 Z22070021
 Z22070022
 Z22070023
 Z22070024
 Z22070025
 IT IS MY UNDERSTANDING THAT THE DEVELOPER WILL ADD
 PUBLIC ART WORKS. POTENTIAL ART SITES NEED TO BE
 IDENTIFIED ON EACH OF THE SITE PLAN(S) FOR SITE PLAN
 APPROVAL(S).
 PLEASE EMAIL [email protected] FOR AN ART ASSESSMENT
 APPLICATION.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 05-04-2023 Cont ID  
Sent By rbrown Date 05-04-2023 Time 19:50 Rev Time 0.00
Received By rbrown Date 05-04-2023 Time 19:50 Sent To  
Notes
2023-05-04 19:51:44DEVELOPMENT 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. NUMBER OF ACCESSIBLE PARKING SPACES. SITE PLAN SHEET
 SP1 STATES THAT 1 ACCESSIBLE PARKING SPACE WILL BE
 PROVIDED AND THAT IT WILL BE OFF?SITE VALET PARKING.
 ACCESSIBLE SELF PARKING MUST BE PROVIDED AS A VALET MAY
 NOT BE ABLE TO OPERATE A VEHICLE THAT HAS UNDERGONE
 ACCESSIBILITY MODIFICATIONS NEEDED FOR THE OWNER. THE
 PLANS SHALL SHOW WHERE THE PARKING SPACES ARE LOCATED,
 INCLUDING THE ACCESSIBLE PARKING. THE MINIMUM NUMBER OF
 ACCESSIBLE PARKING SPACES PROVIDED SHALL BE IN
 ACCORDANCE WITH SECTION 208.2 OF FLORIDA ACCESSIBILITY
 CODE.
  
 3. LOCATION OF ACCESSIBLE PARKING SPACES. PER SECTION
 208.3 OF FLORIDA ACCESSIBILITY CODE, ACCESSIBLE PARKING
 SPACES ARE TO BE LOCATED ON THE SHORTEST POSSIBLE ROUTE
 OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE
 ENTRANCE. THE DESIGN OF ACCESSIBLE PARKING SPACES SHALL
 COMPLY WITH SECTION 502 OF FLORIDA ACCESSIBILITY 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. THE ADDITION TO THE EXISTING BUILDING IS COVERED BY
 CHAPTER 11 OF THE FLORIDA EXISTING BUILDING CODE. THE
 HEIGHT AND/OR AREA INCREASE DUE TO THE PROPOSED
 ADDITION SHALL NOT INCREASE THE TOTAL BUILDING HEIGHT
 AND/OR AREA BEYOND THAT ALLOWED UNDER THE APPLICABLE
 PROVISIONS OF CHAPTER 5 OF THE FLORIDA BUILDING CODE
 FOR THE TYPE OF CONSTRUCTION USED.
  
 6. GREASE INTERCEPTOR. 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]
  
 7. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
 SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 8. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 9. 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 F Date 08-10-2022 Cont ID  
Sent By rbrown Date 08-10-2022 Time 20:53 Rev Time 0.00
Received By rbrown Date 08-10-2022 Time 20:53 Sent To  
Notes
2022-08-10 21:08:03DEVELOPMENT 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. EAST EXIT DOOR. THE EXIT DOOR APPEARS TO BE
 DISCHARGING ONTO THE ADJACENT PROPERTY. THE EXIT SHALL
 DISCHARGE ON THE OWNER'S PROPERTY OR ONTO THE RIGHT OF
 WAY IN ORDER TO COMPLY WITH SECTION 1028.5 OF FLORIDA
 BUILDING CODE.
  
 3. NUMBER OF ACCESSIBLE PARKING SPACES. SITE PLAN SHEET
 SP1 STATES THAT 1 ACCESSIBLE PARKING SPACE WILL BE
 PROVIDED AND THAT IT WILL BE OFF?SITE VALET PARKING.
 ACCESSIBLE SELF PARKING MUST BE PROVIDED AS A VALET MAY
 NOT BE ABLE TO OPERATE A VEHICLE THAT HAS UNDERGONE
 ACCESSIBILITY MODIFICATIONS NEEDED FOR THE OWNER. THE
 PLANS SHALL SHOW WHERE THE PARKING SPACES ARE LOCATED,
 INCLUDING THE ACCESSIBLE PARKING. THE MINIMUM NUMBER OF
 ACCESSIBLE PARKING SPACES PROVIDED SHALL BE IN
 ACCORDANCE WITH SECTION 208.2 OF FLORIDA ACCESSIBILITY
 CODE.
  
 4. LOCATION OF ACCESSIBLE PARKING SPACES. PER SECTION
 208.3 OF FLORIDA ACCESSIBILITY CODE, ACCESSIBLE PARKING
 SPACES ARE TO BE LOCATED ON THE SHORTEST POSSIBLE ROUTE
 OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE
 ENTRANCE. THE DESIGN OF ACCESSIBLE PARKING SPACES SHALL
 COMPLY WITH SECTION 502 OF FLORIDA ACCESSIBILITY CODE
  
 5. 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.
  
 6. THE ADDITION TO THE EXISTING BUILDING IS COVERED BY
 CHAPTER 11 OF THE FLORIDA EXISTING BUILDING CODE. THE
 HEIGHT AND/OR AREA INCREASE DUE TO THE PROPOSED
 ADDITION SHALL NOT INCREASE THE TOTAL BUILDING HEIGHT
 AND/OR AREA BEYOND THAT ALLOWED UNDER THE APPLICABLE
 PROVISIONS OF CHAPTER 5 OF THE FLORIDA BUILDING CODE
 FOR THE TYPE OF CONSTRUCTION USED.
  
 7. GREASE INTERCEPTOR. 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]
  
 8. 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.
  
 9. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 10. 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]
  
 11. 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 15:43 Rev Time 0.00
Received By lquinone Date 07-27-2023 Time 15:43 Sent To  
Notes
2023-07-27 15:44:27O PROVIDE CCTV VIDEO OF EXISTING STORMWATER
 INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE (CONDITION
 OF SITE PLAN APPROVAL).
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 10:31 Rev Time 0.00
Received By lquinone Date 04-11-2023 Time 10:31 Sent To  
Notes
2023-04-11 10:32:46NO 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 10:48:07Z22070022 - RESTAURANT, 439 7TH ST 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.
  
 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 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 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 11:26 Sent To  
Notes
2022-08-01 11:28:11THE 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. 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.
  
 13. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 14. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 08-10-2022 Cont ID  
Sent By rcaranci Date 08-10-2022 Time 13:10 Rev Time 0.00
Received By rcaranci Date 08-10-2022 Time 13:10 Sent To  
Notes
2022-08-10 13:11:14FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 439 7TH ST NORA Z22070022
 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. IF ON THE
 ADJACENT PROPERTY, SHOW THEM ON THE LANDSCAPE PLAN PER
 SECTION 94-442(B)(2)Q.
  
 2. SHOW THE PROPERTY LINE CLEARLY ON THE SITE AND
 LANDSCAPE PLAN. BUFFER TREES MUST BE WITHIN THE
 PROPERTY LINE.
  
 3. PROVIDE A DATA TABLE SHOWING ALL REQUIRED
 INFORMATION FOR CODE COMPLIANCE REVIEW.
  
 4. STREETSCAPE MUST BE PROVIDED ADJACENT TO THE
 PROPERTY INCLUDING SIDEWALKS AND STREET TREES.
  
 5. SHOW LOCATIONS OF ALL UTILITIES ON THE LANDSCAPE
 PLAN, AS THERE ARE MULTIPLE CONFLICTS WITH REQUIRED
 LANDSCAPING.
  
 6. FOR BPD 5 DISTRICT, 12% PRIVATE OPEN SPACE IS
 REQUIRED. SHOW LOCATION AND DETAILS.
  
 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 11:22 Rev Time 0.00
Received By mtechnow Date 08-12-2022 Time 11:20 Sent To  
Notes
2022-08-12 11:22:02NO ISSUE WITH THE CONCEPTUAL LEVEL PLAN. PLEASE REFER
 TO CHECKLIST PROVIDED BY RICK ROSSANO FOR ENG SUBMITTAL
 GUIDELINES.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 2 Status P Date 04-13-2023 Cont ID  
Sent By mhurley Date 04-13-2023 Time 10:40 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-04-13 10:40:46-RESPONSE LETTER SAID EXISTING FIRE HYDRANT NEAR
 SOUTHEAST CORNER OF PROPERTY WAS ADDED TO ENGINEERING
 PLANS, BUT STILL CANNOT FIND IT. ADD AT ENGINEERING
 DEVELOPMENT SUBMITTAL.
 -LABEL MONUMENT SIGN ON ENGINEERING PLANS AT
 ENGINEERING DEVELOPMENT SUBMITTAL.
 -ENGINEERING PLANS MAY NEED REVISION AT ENGINEERING
 DEVELOPMENT SUBMITTAL.
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 13:30 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2022-08-10 13:30:29PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -ENSURE FDC IS ACCEPTABLE DISTANCE FROM CITY FIRE
 HYDRANT.
 -CLEARLY SHOW AND LABEL PROPERTY LINES ON PLANS.
 -RECENT PICTURES SHOW CHAIN LINK FENCE AROUND PARTS OF
 THE PROPERTY. WILL IT REMAIN?
 -THERE APPEARS TO BE A PRIVATE FIRE HYDRANT NEAR
 SOUTHEAST AREA OF PROPERTY. PLEASE LABEL IT ON
 ENGINEERING PLAN.
 -ON SHEET C1.1 LABEL THE UTILITY RUNNING UNDER THE BIKE
 RACK AND NEAR THE CROSSWALK.
 -SHOW UTILITIES ON LANDSCAPE PLAN AND ENSURE NO
 CONFLICTS BETWEEN TREES AND UTILITIES.
 -CALLOUT MINIMUM HORIZONTAL CLEARANCE DISTANCE BETWEEN
 END OF WATER MAIN AND SEWER MANHOLE IN ALLEY.
 -CURRENTLY THERE ARE UTILITY POLES AND OVERHEAD
 UTILITIES ALONG NORTH SIDE OF BUILDING. THEY MAY
 CONFLICT WITH PROPOSED IMPROVEMENTS.
 -ADD SEWER LATERAL CLEANOUT ADJACENT PROPERTY LINE.
 -SITE PLAN SHOWS DUMPSTER DETAIL, BUT DOES NOT SHOW
 LOCATION ON PLAN.
 -ARCHITECTURAL PERSPECTIVE 1 SHOWS LARGE NORA MONUMENT
 SIGN, BUT IT IS NOT SHOWN AND LABELED ON PLAN SETS.
 -ON LANDSCAPE PLAN, CLEARLY SHOW AREAS OF LANDSCAPE AND
 HARDSCAPE.
 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 16:00:32PLEASE PROVIDE:
 1- LOCATION AND ORIENTATION OF THE DUMPSTER ENCLOSURE
 ON THE SITE PLAN ALONG WITH THE STAGING AREA FOR THE
 DUMPSTERS, WHERE THEY GET SERVICED.
 2- 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
 3- 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 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 11:34:21PLEASE PROVIDE:
 1- LOCATION AND ORIENTATION OF THE DUMPSTER ENCLOSURE
 ON THE SITE PLAN ALONG WITH THE STAGING AREA FOR THE
 DUMPSTERS, WHERE THEY GET SERVICED.
 2- 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
 3- DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
 RECYCLING CONTAINERS
 4- OWNERS AND/OR OCCUPANTS OF PROPERTY THAT REQUIRE
 GREASE HAULING SERVICES SHALL ENSURE THAT THEIR GREASE
 TANKS OR CONTAINERS REMAIN CLEAN, AND ARE ENCLOSED AND
 NOT IN PUBLIC VIEW.
 5- IN CASE OF PROPOSING ADDITION OF ANY NEW CAN(S) IN
 THE CITY`S RIGHT-OF-WAY , THE LOCATION AND QUANTITY OF
 THE CAN(S) SHALL BE REVIEWED AND APPROVED BY PUBLIC
 WORKS DEPARTMENT AND THE CAN(S) SHALL BE TYPE, SIZE AND
 COLOR APPROVED BY PUBLIC WORKS DEPARTMENT. THE BUILDING
 MAINTENANCE IS RESPONSIBLE TO MAINTAIN AND SERVICE THE
 CAN(S).
 6- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
 CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
 STATUES [553.5041 F.S.].
 7- ALL STRIPING AND SIGNAGE SHALL MEET THE M.U.T.C.D.
 LATEST EDITION.
 8- 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 05-06-2023 Cont ID  
Sent By tward Date 05-06-2023 Time 08:15 Rev Time 0.00
Received By tward Date 05-06-2023 Time 08:22 Sent To  
Notes
2023-05-06 08:18:01THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 3-28-2023 SUBMITTAL:
  
 1. [SATISFIED] CHECK THE PARCEL NUMBER(S) LISTED IN THE
 JUSTIFICATION STATEMENT.
  
 2. [SATISFIED] THE REQUEST IN THE JUSTIFICATION
 STATEMENT DESCRIBES EXPANDING THE EXISTING COMMERCIAL
 BUILDING INTO A RESTAURANT USE. THE SURVEY SHOWS THE
 EXISTING BUILDING 0.7 FEET SETBACK FROM THE NORTH
 PROPERTY LINE. THE SITE PLAN SHOWS THE BUILDING SETBACK
 AT LEAST 5 FEET FROM THE NORTH PROPERTY LINE.
  
 3. [NOT SATISFIED] PROVIDE CROSS SECTIONS FROM
 CENTERLINE OF RIGHTS OF WAY 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.
  
 4. [SATISFIED - STREETSCAPE PROJECT WILL BE
 CONSTRUCTING A PIPE STUB OUT TO WITHIN 5 FEET OF THE
 PROPERTY LINE.] PROVIDE THE TOP AND BOTTOM ELEVATIONS
 AND VERTICAL CLEARANCE BETWEEN THE PROPOSED OUTFALL
 PIPE AND OTHER UTILITIES CROSS BE THE OUTALL PIPE.
  
 5. [NOT SATISFIED] THE ROOF DRAIN SYSTEM SHOULD CONNECT
 DIRECTLY INTO THE DRAINAGE SYSTEM.
  
 6. [NOT SATISFIED] PROVIDE DETAIL OF THE CONTROL
 STRUCTURE.
  
 7. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS
 AND COORDINATE PROPOSED PLANTINGS WITH THE UTILITY
 LAYOUT.
  
 8. [SATISFIED] DOOR ON EAST WALL APPEARS TO OPEN OVER
 THE PROPERTY LINE.
  
 9. [SATISFIED] SHOW AND LABEL PROPERTY LINES, RIGHT OF
 WAY LINES, ALLEY WIDTH.
  
 10. [NOT SATISFIED - INSUFFICIENT GRADES PROVIDED TO
 DETERMINE SURFACE SLOPES.] WILL PORTION OF THE PATIO
 NEED TO BE SLOPED A MAXIMUM OF 2 PERCENT FOR ADA
 ACCESSIBILITY. SHOW WHERE THAT ADA PATH(S) WILL BE.
  
 11. [NOT SATISFIED] REMOVE THE EXISTING DRIVEWAY APRON
 ON 7TH STREET. CONSTRUCT CURBING TO MATCH ADJACENT CURB
 TYPE.
  
 12. [NOT SATISFIED] 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.
  
 13. [NOT SATISFIED] SHOW MILL AND RESURFACE LIMITS.
  
 14.[NOT SATISFIED] CALL OUT WHERE NEW OR REPLACEMENT
 SIDEWALK WILL BE CONSTRUCTED AS PART OF THIS PROJECT.
  
 NEW COMMENTS (3/28/2023 SUBMITTAL):
  
 15. WHEN PREPARING THE WRITTEN RESPONSES FOR ALL OF THE
 COMMENTS, INCLUDE THE SHEET/PLAN NUMBER AND THE
 QUADRANT (UPPER LEFT, UPPER RIGHT, LOWER LEFT, LOWER
 RIGHT) ON THE SHEET WHERE THE INFORMATION IS SHOWN.
  
 16. PROVIDE A DEMOLITION PLAN.
  
 17. THE CITY DOES NOT ALLOW BLEEDERS WITH EXFILTRATION
 TRENCH SYSTEMS.
  
 18. SHOW THE OUTLINE OF THE EXFILTRATION TRENCHES AT
 THEIR DESIGN WIDTHS ON THE PLANS.
  
 19. PROVIDE A DETAIL OF THE EXFILTRATION TRENCH LISTING
 THE TOP AND BOTTOM ELEVATIONS AND WIDTH OF THE TRENCH.
  
 20. CIVIL PLAN DOES NOT MATCH THE SITE PLAN WITH
 REGARDS TO THE DOOR ON THE NORTH WALL OF THE BUILDING.
  
 21. THE CONSTRUCTION ACCESS DRIVEWAY IS SHOWN INSIDE
 THE BUILDING ON THE EROSION CONTROL PLAN.
  
 22. ALL ON-SITE DRAINAGE STRUCTURES ARE TO BE LOCATED
 WITHIN THE PROPERTY BOUNDARY. THE CONTROL STRUCTURE
 APPEARS TO BE OVER THE PROPERTY LINE.
  
 23. PLEASE ADVISE IF THE YARD DRAIN STRUCTURES WILL BE
 COVERED WITH CONCRETE PAVERS AND/OR LANDSCAPING. THE
 YARD DRAIN IN THE SOUTHEAST CORNER OF THE SITE HAS A
 RIM ELEVATION OF 15.5 FT NAVD AND THERE IS A SPOT GRADE
 OF 16.2 FEET NAVD POINTING TO THE STRUCTURE.
  
 24. OUTFALL PIPE ORIENTATION MAY NOT MATCH HOW IT IS
 SHOWN ON THE NORA STREETSCAPE PLANS.
  
 25. LABEL THE NORTH PIPE (SIZE/MATERIAL) AT STRUCTURE
 CS-1. WHAT IS THIS PIPE FOR?
  
 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 06:42 Rev Time 0.00
Received By tward Date 08-11-2022 Time 06:45 Sent To  
Notes
2022-08-11 06:45:39THIS 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. CHECK THE PARCEL NUMBER(S) LISTED IN THE
 JUSTIFICATION STATEMENT.
  
 2. THE REQUEST IN THE JUSTIFICATION STATEMENT DESCRIBES
 EXPANDING THE EXISTING COMMERCIAL BUILDING INTO A
 RESTAURANT USE. THE SURVEY SHOWS THE EXISTING BUILDING
 0.7 FEET SETBACK FROM THE NORTH PROPERTY LINE. THE SITE
 PLAN SHOWS THE BUILDING SETBACK AT LEAST 5 FEET FROM
 THE NORTH PROPERTY LINE.
  
 3. PROVIDE CROSS SECTIONS FROM CENTERLINE OF RIGHTS OF
 WAY 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.
  
 4. PROVIDE THE TOP AND BOTTOM ELEVATIONS AND VERTICAL
 CLEARANCE BETWEEN THE PROPOSED OUTFALL PIPE AND OTHER
 UTILITIES CROSS BE THE OUTALL PIPE.
  
 5. THE ROOF DRAIN SYSTEM SHOULD CONNECT DIRECTLY INTO
 THE DRAINAGE SYSTEM.
  
 6. PROVIDE DETAIL OF THE CONTROL STRUCTURE.
  
 7. SHOW UTILITIES ON THE LANDSCAPE PLANS AND COORDINATE
 PROPOSED PLANTINGS WITH THE UTILITY LAYOUT.
  
 8. DOOR ON EAST WALL APPEARS TO OPEN OVER THE PROPERTY
 LINE.
  
 9. SHOW AND LABEL PROPERTY LINES, RIGHT OF WAY LINES,
 ALLEY WIDTH.
  
 10. WILL PORTION OF THE PATIO NEED TO BE SLOPED A
 MAXIMUM OF 2 PERCENT FOR ADA ACCESSIBILITY. SHOW WHERE
 THAT ADA PATH(S) WILL BE.
  
 11. REMOVE THE EXISTING DRIVEWAY APRON ON 7TH STREET.
 CONSTRUCT CURBING TO MATCH ADJACENT CURB TYPE.
  
 12. 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.
  
 13. SHOW MILL AND RESURFACE LIMITS.
  
 14. CALL OUT WHERE NEW OR REPLACEMENT SIDEWALK WILL BE
 CONSTRUCTED AS PART OF THIS PROJECT.
  
 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 07:43 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2022-08-09 07:52:271. SURVEY NEEDS TO BE OF JUST THE SUBJECT SITE.
 2. SHOW PROPERTY LINES ON ALL PLANS.
 3. CITY DOES NOT WANT A NEW WATER MAIN IN ALLEY.
 RELOCATE SERVICES TO N. RAILROAD.
 4. DOOR ON EAST SIDE CANNOT OPEN INTO ADJOINING
 PROPERTY.
 5. PLANS SHOULD SHOW EXISTING AND PROPOSED ADDITION.
 6. SEPARATE SANITARY SERVICES.
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 22:25:01TRAFFIC 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) WHERE IS THE DUMPSTER LOCATION?
 10) IS THE AREA IN FRONT OF THE RESTAURANT PEDESTRIAN
 ONLY OR VEHICLES MAY ACCESS IT?
 11) SHOW THE TYPE OF CONTROL FOR EACH INTERSECTION
 SURROUNDING THE PROPOSED DEVELOPMENT (I.E. PAVEMENT
 MARKINGS AND SIGNAGE)
 12) HOW ARE DELIVERIES PERFORMED? CLEARLY MARK AND
 DIMENSION THE DESIGNATED LOADING ZONE
 13) PROVIDE CROSSWALKS ACROSS 7TH ST
  
 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 16:21 Rev Time 0.00
Received By ckimmerl Date 05-01-2023 Time 16:21 Sent To  
Notes
2023-05-01 16:21:201. SETBACKS
 - PLEASE PROVIDE SETBACK LINES ON ALL SITE PLAN AND
 ARCHITECTURAL DRAWINGS
 SETBACKS NEED TO BE RECALCULATED AND LABELED:
 - 7TH STREET IS FRONT, PRIMARY PEDESTRIAN ON THIS
 FRONTAGE REQUIRES 16??? SETBACK
 - NORTH RAILROAD AVENUE IS SIDE STREET, PRIMARY
 PEDESTRIAN REQUIRES 16??? SETBACK
 - REAR IS ALLEY, REQUIRES 5??? SETBACK
 - SIDE INTERIOR IS EAST PROPERTY LINE, REQUIRES 0? OR
 NFPA
 RESPONSE: PER A MEETING WITH STAFF THE SETBACKS ARE
 ALIGNED WITH THE APPLICANTS SITE PLAN PROGRAMMING WITH
 N. RAILROAD AS A FRONT SETBACK (0???); 7TH STREET AS A
 FRONT SETBACK (16???); ALLEY AT NORTH BOUNDARY AS SIDE
 INTERIOR (5??? 0??? PROVIDED EXISTING CONDITION); AND,
 EAST BOUNDARY AS REAR SETBACK (5??? FOR NON-RESIDENTIAL
 / 5??? PROPOSED FOR ADDITION).
 1. ZONING REVIEW 5.1.23 ??? [NOT SATISFIED]
 DISCUSSION WAS REGARDING THE BPD-R SETBACKS WHICH HAVE
 A PROVISION SPECIFICALLY CALLING OUT RAILROAD AVE.
 SETBACKS. THE BPD-5 SUBDISTRICT DOES NOT CALL OUT
 RAILROAD AVE., HOWEVER BECAUSE THIS PROPERTY IS NOT IN
 A RESIDENTIAL SUBDISTRICT THE SETBACKS ARE CALCULATED
 FROM BACK OF CURB, NOT PROPERTY LINE.
 SETBACKS STILL APPEAR TO BE MET, JUST NEED TO BE
 PROPERLY LABELED.
 RAILROAD AVE. IS A PRIMARY PEDESTRIAN STREET THEREFORE
 16??? IS REQUIRED ON THIS FRONTAGE (FROM CURB)
 7TH STREET IS A PRIMARY PEDESTRIAN SETBACK REQUIRES
 16??? SETBACK (FROM CURB)
 ALLEY IS CONSIDERED REAR AND WOULD REQUIRE 5???
 (EXISTING STRUCTURE WOULD BE CONSIDERED LEGAL
 NONCONFORMITY)
 SIDE INTERIOR IS EASTERN PROPERTY LINE, REQUIRES 0???
 OR NFPA.
  
 2. LANDSCAPING
 - 12% PRIVATE OPEN SPACE REQUIREMENT. HOW IS THIS BEING
 MET? PLEASE PROVIDE OPEN SPACE TYPE AND HOW IT MEETS
 THE STANDARDS OF THAT TYPE. SEE. TABLE IV-6 AND TABLE
 IV-7.
 - PLEASE PROVIDE STREETSCAPE LANDSCAPING DETAILS FOR N
 RAILROAD AVE. AND 7TH ST. FRONTAGES.
 RESPONSE: ACKNOWLEDGED. SEE SITE ANALYSIS EXHIBIT
 PROVIDED HEREIN.
 2. ZONING REVIEW 5.1.23 ??? [NOT SATISFIED]
 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, AND GARDEN COURTYARD);
 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.
 MAX OVERHEAD COVER IS A PERCENTAGE; USUALLY 20% PLEASE
 CLARIFY HOW MUCH OF THIS SPACE IS BEING COVERED BY
 ROOFS OR OVERHEAD STRUCTURES.
  
 3. TRANSPARENCY REQUIREMENTS - PLEASE PROVIDE
 TRANSPARENCY CALCULATIONS; 50% ON N RAILROAD AND 50% ON
 7TH
 RESPONSE: ACKNOWLEDGED. SEE SITE ANALYSIS EXHIBIT
 PROVIDED HEREIN.
 3. ZONING REVIEW 5.1.23 ??? [PARTIALLY SATISFIED]
 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.
  
  
 4. SITE PLAN MENTIONS PARKING REQUIREMENTS BEING MET
 WITH VALET SERVICE OFFSITE, PLEASE INDICATE WHERE THE
 OFF-SITE PARKING IS LOCATED. - IS ALL OF THE PARKING
 UNDER A VALET SERVICE?
 RESPONSE: PARKING SHALL BE PROVIDED WITHIN THE CENTRAL
 PARKING LOT; ON-STREET AND WITHIN THE TEMPORARY PARKING
 LOT LOCATED AT THE NORTH END OF THE PROJECT. EACH
 TENANT OR BUILDING WILL COORDINATE VALET PARKING
 SERVICES FOR THEIR RESPECTIVE CUSTOMERS.
 4. ZONING REVIEW 5.1.23 ??? [SATISFIED] OFFSITE PARKING
 TO GO BEFORE DAC
  
 5. WHERE IS THE GARBAGE ENCLOSURE LOCATED? DETAIL IS
 SHOWN ON SITE PLAN, BUT NO LOCATION INDICATED. PLEASE
 CLARIFY LOCATION AND OPERATION.
 RESPONSE: THE DUMPSTER DETAIL HAS BEEN REMOVED FROM
 THE PLAN. A TRASH ROOM THAT WILL ACCOMMODATE GARBAGE;
 RECYCLING AND BULK PICK UP ITEMS HAD BEEN FURNISHED AT
 THE NORTH END OF THE BUILDING ACCESSING THE ALLEY.
 5. ZONING REVIEW 5.1.23 ??? [SATISFIED] ARE THE CANS TO
 BE ROLLED OUT TO THE ALLEY? BE SURE SANITATION IS OKAY
 WITH PROPOSAL.
  
 6. WHERE IS THE LOADING OPERATION LOCATED? DETAIL IS
 SHOWN ON SITE PLAN, BUT NO LOCATION INDICATED. PLEASE
 CLARIFY LOCATION AND OPERATION.
 RESPONSE: ACKNOWLEDGED. THE SITE WILL BE ACCESSED FROM
 THE PUBLIC ALLEY FOR LOADING/UNLOADING AND TRASH
 REMOVAL. SEE UPDATED SITE PLAN INDICATING THE LOCATION
 OF THE SERVICE AREA OF THE BUILDING AND TRASH ROOM
 ACCORDINGLY.
 6. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 7. PHOTOMETRIC ANALYSIS SHOWS SOUTHEASTERN CORNER OF
 PROPERTY ALONG 7TH STREET WITH AREAS BELOW REQUIRED 0.6
 FOOTCANDLES.
 RESPONSE: SEE UPDATED PHOTOMETRIC PLAN FOR
 MODIFICATIONS TO THE AREAS OF THE PLAN NOT IN
 COMPLIANCE WITH THE 0.6 FOOTCANDLE REQUIREMENT.
 7. ZONING REVIEW 5.1.23 ??? [NOT SATISFIED]
 PHOTOMETRICS STILL SHOW AREAS AT 0.5 AT SOUTHEAST END
 OF PROPERTY.
  
 8. PLEASE INDICATE WHERE REQUIRED BIKE PARKING SPACES
 ARE LOCATED.
  
 RESPONSE: BICYCLE PARKING EXISTS WITHIN THE R-O-W (UP
 TO THREE BIKE RACKS ARE PROVIDED) IN CLOSE PROXIMITY TO
 THE PUBLIC ENTRANCE TO THE SITE. SEE UPDATED SITE PLAN
 AND ASSOCIATED STREETSCAPE PLAN.
 8. ZONING REVIEW 5.1.23 ??? [SATISFIED] BIKE PARKING
 FACILITATED IN ROW; REQUIREMENT FOR THE TABLE IS 1
 SPACE FOR EVERY 100??? OF FRONTAGE; THEREFORE 2 SPACES
 REQUIRED. THOSE ARE IN ROW.
  
 9. RENDERING SHOWS NORA NEIGHBORHOOD SIGNAGE ONSITE,
 PLEASE NOTE ANY SIGNAGE WILL BE UNDER A SEPARATE
 PERMIT.
 RESPONSE: ACKNOWLEDGED
 9. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
  
 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. MECHANICAL EQUIPMENT ON THE GROUND CAN ENCROACH INTO
 SETBACKS A MAXIMUM OF 4FT MUST LEAVE AT LEAST 1FT. BE
 SURE THAT THE MECHANICAL EQUIPMENT MEETS THIS
 ENCROACHMENT STANDARD.
  
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822.1426 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 08-08-2022 Cont ID  
Sent By ckimmerl Date 08-08-2022 Time 11:46 Rev Time 0.00
Received By ckimmerl Date 08-08-2022 Time 11:40 Sent To  
Notes
2022-08-08 11:45:441. SETBACKS
 - PLEASE PROVIDE SETBACK LINES ON ALL SITE PLAN AND
 ARCHITECTURAL DRAWINGS
 SETBACKS NEED TO BE RECALCULATED AND LABELED:
 - 7TH STREET IS FRONT, PRIMARY PEDESTRIAN ON THIS
 FRONTAGE REQUIRES 16? SETBACK
 - NORTH RAILROAD AVENUE IS SIDE STREET, PRIMARY
 PEDESTRIAN REQUIRES 16? SETBACK
 - REAR IS ALLEY, REQUIRES 5? SETBACK
 - SIDE INTERIOR IS EAST PROPERTY LINE, REQUIRES 0? OR
 NFPA
  
 2. LANDSCAPING
 - 12% PRIVATE OPEN SPACE REQUIREMENT. HOW IS THIS BEING
 MET? PLEASE PROVIDE OPEN SPACE TYPE AND HOW IT MEETS
 THE STANDARDS OF THAT TYPE. SEE. TABLE IV-6 AND TABLE
 IV-7.
 - PLEASE PROVIDE STREETSCAPE LANDSCAPING DETAILS FOR N
 RAILROAD AVE. AND 7TH ST. FRONTAGES.
  
 3. TRANSPARENCY REQUIREMENTS
 - PLEASE PROVIDE TRANSPARENCY CALCULATIONS; 50% ON N
 RAILROAD AND 50% ON 7TH
  
 4. SITE PLAN MENTIONS PARKING REQUIREMENTS BEING MET
 WITH VALET SERVICE OFFSITE, PLEASE INDICATE WHERE THE
 OFF-SITE PARKING IS LOCATED.
 - IS ALL OF THE PARKING UNDER A VALET SERVICE?
  
 5. WHERE IS THE GARBAGE ENCLOSURE LOCATED? DETAIL IS
 SHOWN ON SITE PLAN, BUT NO LOCATION INDICATED. PLEASE
 CLARIFY LOCATION AND OPERATION.
  
 6. WHERE IS THE LOADING OPERATION LOCATED? DETAIL IS
 SHOWN ON SITE PLAN, BUT NO LOCATION INDICATED. PLEASE
 CLARIFY LOCATION AND OPERATION.
  
 7. PHOTOMETRIC ANALYSIS SHOWS SOUTHEASTERN CORNER OF
 PROPERTY ALONG 7TH STREET WITH AREAS BELOW REQUIRED 0.6
 FOOTCANDLES.
  
 8. PLEASE INDICATE WHERE REQUIRED BIKE PARKING SPACES
 ARE LOCATED.
  
 9. RENDER SHOWS NORA NEIGHBORHOOD SIGNAGE ONSITE,
 PLEASE NOTE ANY SIGNAGE WILL BE UNDER A SEPARATE
 PERMIT.
  
  
 CHRIS KIMMERLY, AICP
 URBAN DESIGN PLANNER
 822.1426 [email protected]
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