Plan Review Details - Project Z22070023
Plan Review Stops For Project Z22070023
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 14:18 Rev Time 0.00
Received By scwelter Date 08-09-2022 Time 14:19 Sent To  
Notes
2022-08-09 14:19:01THE 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 19:30 Rev Time 0.00
Received By rbrown Date 05-04-2023 Time 19:30 Sent To  
Notes
2023-05-04 19:32:56DEVELOPMENT 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.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.
  
 3. GREASE INTERCEPTOR. IF THE RETAIL SPACE IS TO BE A
 RESYAURANT 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]
  
 4. 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.
  
 5. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES.
  
 6. 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]
  
 7. 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 21:17 Rev Time 0.00
Received By rbrown Date 08-10-2022 Time 21:16 Sent To  
Notes
2022-08-10 21:20:00DEVELOPMENT 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
 CP1 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. GREASE INTERCEPTOR. IF THE RETAIL SPACE IS TO BE A
 RESYAURANT 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. 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 ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status F Date 07-27-2023 Cont ID  
Sent By lquinone Date 07-27-2023 Time 13:34 Rev Time 0.00
Received By lquinone Date 07-27-2023 Time 13:34 Sent To  
Notes
2023-07-27 13:34:35PROVIDE 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 10:19 Rev Time 0.00
Received By lquinone Date 04-11-2023 Time 10:19 Sent To  
Notes
2023-04-11 10:24:30NO 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 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-8 FOR WATER AND PER FAC 64-E.008 FOR SEWER.
  
  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 10:46:57Z22070023 - 818 N RAILROAD AVE, 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 11:15 Sent To  
Notes
2022-08-01 11:20:14THE 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 13:28 Rev Time 0.00
Received By rcaranci Date 08-10-2022 Time 13:28 Sent To  
Notes
2022-08-10 13:29:25FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 818 N RAILROAD NORA Z22070023
 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. PROVIDE A DATA TABLE SHOWING ALL REQUIRED
 INFORMATION FOR CODE COMPLIANCE REVIEW.
  
 3. LIST ANY VARIANCES REQUESTED FOR LANDSCAPING.
  
 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.
  
  
 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 11:38 Rev Time 0.00
Received By mtechnow Date 08-12-2022 Time 11:29 Sent To  
Notes
2022-08-12 11:38:26NO ISSUE WITH CONCEPTUAL REVIEW. PLEASE REFERENCE
 CHECKLIST FOR ENGINEERING SUBMITTAL REQUIREMENTS.
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 09:43 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-04-13 09:43:32-SITE PLAN NEEDS TO BE UPDATED TO REFLECT UPDATED WATER
 METER AND BACKFLOW ASSEMBLY LOCATIONS ON CIVIL
 ENGINEERING PLAN.
  
 -ENGINEERING PLANS MAY NEED REVISION AT ENGINEERING
 DEVELOPMENT SUBMITTAL.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 08-08-2022 Cont ID  
Sent By mhurley Date 08-08-2022 Time 19:00 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2022-08-08 18:59:56PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -ARCHITECTURAL DRAWINGS DO NOT MATCH SITE PLAN LAYOUT
 WITH REGARD TO PARKING LOT AREA. PLEASE ENSURE PLANS
 HAVE SAME GENERAL LAYOUT.
 -BACKFLOW ASSEMBLIES ON ENGINEERING PLAN APPEAR TO
 CONFLICT WITH PLANTS ON LANDSCAPING PLAN. ARCHITECTURAL
 PERSPECTIVE 3 ALSO SHOWS LARGE BUILDING OPENING ON
 NORTH SIDE OF BACKFLOW ASSEMBLIES.
 -WHY ARE GREASE TRAPS PROPOSED?
 -PLANS PROPOSE A SHARED SEWER LATERAL BETWEEN
 NEIGHBORING PROPERTIES. EACH PROPERTY MAY BE ADVERSELY
 AFFECTED BY ACTIONS OF THE OTHER PROPERTY OWNERS. THE
 SIZING IS ALSO LESS THAN WOULD HAVE WITH SEPARATE SEWER
 LATERALS.
 -IF FDC ARE NEEDED OR REQUIRED, THEN SHOW AND LABEL ON
 PLANS.
 -ON ENGINEERING PLAN, LABEL PROPERTY LINES OF 818 N
 RAILROAD AS WELL AS THE PROPERTY TO THE SOUTH ACROSS
 THE ALLEY.
 -CALLOUT MINIMUM CLEARANCE DISTANCE BETWEEN END OF
 PROPOSED WATER MAIN AND EXISTING SANITARY SEWER
 MANHOLE.
 -RECENT PICTURES OF AREA SHOW UTILITY POLES AND GUY
 WIRES NEAR SOUTH SIDE OF ALLEY.
 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 16:04:35 
 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- DUMPSTER ENCLOSURE DETAIL. DETAILS FOR SANITATION
 SERVICE (I.E. SOLID WASTE CONTAINER(S) TYPE, COLLECTION
 LOCATION, ETC.). FOR A FREESTANDING SITE DUMPSTER
 ENCLOSURE, THE ENCLOSURE SHALL COMPLY WITH THE LATEST
 REVISION OF CITY OF WEST PALM BEACH GENERAL
 CONSTRUCTION-GARBAGE ENCLOSURE STANDARD, GC-7. (LINK TO
 THE LATEST REVISION OF THE GC-7 DOCUMENT: HTTPS://WWW.W
 PB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3690/6376290604221000
 00)
 3- AUTOTURN EXHIBIT (DYNAMIC ENVELOPE AND THE VEHICLE?S
 WHEEL PATH) FOR THE SANITATION SERVICE, FRONT LOADER
 TRUCK WITH THE FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
 4- CONTINGENCY PLAN, FOR WHEN THE COMPACTOR IS OUT OF
 SERVICE (I.E. CITY DUMPSTER, ROLL-OFF CONTAINER)
 5- DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
 RECYCLING CONTAINERS
 6- 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.
 7- 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).
 8- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
 CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
 STATUES [553.5041 F.S.].
 9- ALL STRIPING AND SIGNAGE SHALL MEET THE M.U.T.C.D.
 LATEST EDITION.
 10- ALL PAVEMENT MARKING , SIGNING AND SIDEWALK DAMAGED
 DURING CONSTRUCTION SHALL BE RESTORED.
  
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop PW PUBLIC WORKS
Rev No 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 11:50:51 
 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- DUMPSTER ENCLOSURE DETAIL. DETAILS FOR SANITATION
 SERVICE (I.E. SOLID WASTE CONTAINER(S) TYPE, COLLECTION
 LOCATION, ETC.). FOR A FREESTANDING SITE DUMPSTER
 ENCLOSURE, THE ENCLOSURE SHALL COMPLY WITH THE LATEST
 REVISION OF CITY OF WEST PALM BEACH GENERAL
 CONSTRUCTION-GARBAGE ENCLOSURE STANDARD, GC-7. (LINK TO
 THE LATEST REVISION OF THE GC-7 DOCUMENT: HTTPS://WWW.W
 PB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3690/6376290604221000
 00)
 3- AUTOTURN EXHIBIT (DYNAMIC ENVELOPE AND THE VEHICLE?S
 WHEEL PATH) FOR THE SANITATION SERVICE, FRONT LOADER
 TRUCK WITH THE FOLLOWING SPECS:
 - DUAL AXLES
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
 4- CONTINGENCY PLAN, FOR WHEN THE COMPACTOR IS OUT OF
 SERVICE (I.E. CITY DUMPSTER, ROLL-OFF CONTAINER)
 5- DESIGNATED LOCATION FOR THE BULK ITEM PICK UP AND
 RECYCLING CONTAINERS
 6- 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.
 7- 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).
 8- ALL THE PARKING STALL PAINTING SHALL COMPLY WITH THE
 CITY`S MUNICIPAL CODE SECTION 94-485 AND FLORIDA
 STATUES [553.5041 F.S.].
 9- ALL STRIPING AND SIGNAGE SHALL MEET THE M.U.T.C.D.
 LATEST EDITION.
 10- 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 14:48 Rev Time 0.00
Received By tward Date 05-06-2023 Time 14:50 Sent To  
Notes
2023-05-06 14:48:52THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 3-28-2023 SUBMITTAL:
  
 1. [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.
  
 2. [PARTIALLY SATISFIED - RECESSED DOORS NOT SHOWN ON
 THE ENGINEERING PLANS.] ENGINEERING PLAN AND LANDSCAPE
 PLAN DO NOT MATCH ARCHITECTURAL SITE PLAN.
  
 3. [SATISFIED] 24 FEET NEEDED AS BACKUP SPACE FOR
 90-DEGREE PARKING.
  
 4. [SATISFIED] ENGINEERING PLAN SHOWS DOORS OPENING AT
 BOTTOM OF EXTERIOR STAIRS.
  
 5. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS
 AND COORDINATE PLANTINGS WITH THE UTILITIES.
  
 6. [NOT SATISFIED - NOT FOUND ON SHEET C2.1] PROVIDE A
 CONTROL STRUCTURE DETAIL.
  
 7. [NOT SATISFIED - NOT FOUND ON SHEET C1.1] 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.
  
 8. [SATISFIED] IDENTIFY THE GREEN DASHED LINE RUNNING
 NORTH-SOUTH BETWEEN THE GREASE TRAPS AND DRAINAGE
 SYSTEM ON SHEET C1.1.
  
 9. [NOT SATISFIED] SHOW MILL AND RESURFACE LIMITS.
  
 10. [PARTIALLY SATISFIED] CALLOUT WHERE NEW OR
 REPLACEMENT SIDEWALK WILL BE CONSTRUCTED AS PART OF
 THIS PROJECT. ADDITIONAL COMMENT: DRIVEWAY FOR THIS
 DEVELOPMENT IS NOT IN THE SAME LOCATION AS THE PROPOSED
 PARKING LOT THAT IS SHOWN ON THE STREETSCAPE PLANS. THE
 6-INCH THICK SIDEWALK ACROSS THE DRIVEWAY WILL NOT LINE
 UP WITH THIS DEVELOPMENT.
  
 NEW COMMENTS (3-28-2023 SUBMITTAL):
  
 11. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH
 EXFILTRATION TRENCH SYSTEMS.
  
 12. REMOVE THE LARGE BLACK ARROW ON NORTH SIDE OF
 BUILDING ON SHEET C1.1.
  
 13. WEST INVERT MISSING FOR STRUCTURE CS-2.
  
 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 06:47 Rev Time 0.00
Received By tward Date 08-11-2022 Time 06:51 Sent To  
Notes
2022-08-11 06:50:55THIS 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. ENGINEERING PLAN AND LANDSCAPE PLAN DO NOT MATCH
 ARCHITECTURAL SITE PLAN.
  
 3. 24 FEET NEEDED AS BACKUP SPACE FOR 90-DEGREE
 PARKING.
  
 4. ENGINEERING PLAN SHOWS DOORS OPENING AT BOTTOM OF
 EXTERIOR STAIRS.
  
 5. SHOW UTILITIES ON THE LANDSCAPE PLANS AND COORDINATE
 PLANTINGS WITH THE UTILITIES.
  
 6. PROVIDE A CONTROL STRUCTURE DETAIL.
  
 7. 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.
  
 8. IDENTIFY THE GREEN DASHED LINE RUNNING NORTH-SOUTH
 BETWEEN THE GREASE TRAPS AND DRAINAGE SYSTEM ON SHEET
 C1.1.
  
 9. SHOW MILL AND RESURFACE LIMITS.
  
 10. CALLOUT 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 07:53 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2022-08-09 08:02:501. SURVEY SHOULD BE JUST OF SUBJECT SITE.
 2. SANITARY SERVICES NEED TO BE SEPARATE.
 3. CITY DOES NOT WANT ADDITIONAL WATER MAIN IN ALLEY.
 RELOCATE SERVICES TO N. RAILROAD AVE.
 4. DRIVEWAY FLAIR SHOULD NOT EXTEND INTO ADJOINING
 PROPERTY.
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 22:26:10TRAFFIC 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 12:47 Rev Time 0.00
Received By ckimmerl Date 05-01-2023 Time 12:46 Sent To  
Notes
2023-05-01 12:47:241. FLOOR PLAN DOES NOT MATCH SITE PLAN, PLEASE
 COORDINATE PLANS APPROPRIATELY.
 - SHOWS STAIRWELL IN PATH OF DRIVE AISLE AND
 INGRESS/EGRESS
 RESPONSE: ACKNOWLEDGED. SEE UPDATED PLANS THAT ARE
 FULLY RECONCILED.
 1. ZONING REVIEW 5.1.23 ??? [SATISFIED]
 - SHOWS TWO-WAY TRAFFIC FLOW
 RESPONSE: ACKNOWLEDGED
 1A. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 - SHOWS 8 PARKING SPACES ON SITE, DOES NOT PROVIDE ADA
 SPACE
 RESPONSE: ACKNOWLEDGED. A SINGLE ADA PARKING SPACE HAS
 BEEN PROVIDED AT THE REAR OF THE SITE. ALL OTHER
 REQUIRED PARKING SPACES ARE TO BE PROVIDED WITHIN THE
 OFF-SITE PARKING LOTS, SUBJECT TO SEPARATE APPROVAL.
 1B. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 ??? SERVICE COURT/PARKING LOT APPEARS TO EXTEND ACROSS
 THE PROPERTY FROM 8TH TO ALLEY
 RESPONSE: ACKNOWLEDGED
 1C. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
  
 2. SETBACKS
 - PLEASE PROVIDE SETBACK LINES ON SITE PLAN AND
 ARCHITECTURAL DRAWINGS
 RESPONSE: ACKNOWLEDGED. ALL SETBACKS HAVE BEEN
 PROVIDED ON THE SITE PLAN.
 2. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 - SETBACKS NEED TO BE RECALCULATED AND LABELED
 RESPONSE: ACKNOWLEDGED. SEE UPDATED SITE PLAN.
 2A. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 - NORTH RAILROAD AVENUE, REQUIRES 0FT SETBACK
 RESPONSE: ACKNOWLEDGED. SITE DATA HAS BEEN UPDATED
 ACCORDINGLY.
 2B. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 - REAR, REQUIRES 20FT SETBACK
 RESPONSE: ACKNOWLEDGED. SITE DATA HAS BEEN UPDATED
 ACCORDINGLY.
 2C. ZONING REVIEW 5.1.23 ??? [PARTIALLY SATISFIED]
 PLEASE ADJUST THIS TO READ AS SIDE INTERIOR SETBACK.
 WILL REQUIRE 25 FT.
  
 - ALLEY FOR COMMERCIAL USES, REQUIRES 5FT SETBACK
 RESPONSE: ACKNOWLEDGED. SITE DATA HAS BEEN UPDATED
 ACCORDINGLY.
 2D. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
 - SIDE RESIDENTIAL STREET (10TH), REQUIRES 10FT
 RESPONSE: ACKNOWLEDGED. SITE DATA HAS BEEN UPDATED
 ACCORDINGLY.
 2E. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
  
 3. 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: ACKNOWLEDGED. THE OFFSITE PARKING WILL BE
 PROVIDED IN THE ADJACENT PARKING LOTS WHICH AREA A
 COMBINATION OF PUBLIC ACCESS AND VALET PARKING.
 3. ZONING REVIEW 5.1.23 ??? [SATISFIED] OFFSITE PARKING
 TO GO BEFORE DAC
  
  
 4. WHERE IS THE LOADING OPERATION LOCATED? DETAIL IS
 SHOWN ON SITE PLAN, BUT NO LOCATION INDICATED. PLEASE
 CLARIFY IS THE SERVICE COURT ALSO SERVING AS LOADING
 SPACE?
 RESPONSE: ACKNOWLEDGED. THE LOADING SPACE IS LOCATED
 ADJACENT TO THE REAR OF THE BUILDING
 4. ZONING REVIEW 5.1.23 ??? [NOT SATISFIED] WHAT IS THE
 DEPTH OF THE 12FT. WIDE SPACE AT THE REAR OF THE
 BUILDING? IS THIS THE LOADING? LOADING SPACE OPERATES
 AS THE TURNAROUND SPACE FOR THE ADA PARKING, IF ENOUGH
 DEPTH IS PROVIDED.
 OPERATIONAL CONCERNS WITH LOADING AND ADA. IF EITHER
 THE PARKING SPOT OR LOADING BAY ARE OCCUPIED, NEITHER
 USER CAN EFFECTIVELY MANEUVER IN OR OUT.
 LOADING CAN BE DONE FROM ALLEYWAY.
 ADA PATH TO AN ACCESSIBLE ENTRY TO BUILDING APPEARS TO
 BE INEFFICIENT OR POSES MANY OBSTACLES
  
  
 5. PHOTOMETRIC ANALYSIS SHOWS SOUTHEASTERN CORNER OF
 PROPERTY ALONG ALLEY/ADJACENT TO HVL WITH AREAS BELOW
 REQUIRED 0.6 FOOTCANDLES.
 RESPONSE: ACKNOWLEDGED. SEE UPDATED PHOTOMETRIC PLAN.
 5. ZONING REVIEW 5.1.23 ??? [NOT SATISFIED]
 MINOR FIX NEEDED: PHOTOMETRIC PLAN SHOWS 0.5 FOOTCANDLE
 ADJACENT TO ADA SPACE/AISLE.
  
  
 6. PLEASE PROVIDE AUTOTURN ANALYSIS FOR
 SANITATION/LOADING ACCESS
 RESPONSE: ACKNOWLEDGED.
 6. ZONING REVIEW 5.1.23 ??? [NOT SATISFIED] NO AUTOTURN
 ANALYSIS PROVIDED
  
  
 7. PLEASE INDICATE WHERE REQUIRED BIKE PARKING SPACES
 ARE LOCATED.
 RESPONSE: ACKNOWLEDGED. BIKE PARKING HAS BEEN ADDED AT
 THE NORTH END OF THE SITE ADJACENT TO THE 8TH STREET
 SIDEWALK.
 7. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
  
 8. PLEASE PROVIDE STREETSCAPE LANDSCAPING DETAILS FOR N
 RAILROAD AVE. AND 8TH ST. FRONTAGES.
 RESPONSE: ACKNOWLEDGED. ALL HARDSCAPE AND LANDSCAPE
 BACKGROUNDS HAVE BEEN ADDED ACCORDINGLY.
 8. ZONING REVIEW 5.1.23 ??? [SATISFIED]
  
  
 9. PLEASE PROVIDE COMPLETE LANDSCAPE PLAN WITH CHARTS
 AND CALCULATIONS.
 RESPONSE: ACKNOWLEDGED. SEE UPDATED LANDSCAPE
 PLANS/LANDSCAPE DETAILS/TREE DISPOSITION PLANS WITH
 ASSOCIATED DETAILS.
 9. ZONING REVIEW 5.1.23 ??? [PARTIALLY SATISFIED]
 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.
 PLEASE SHOW ON LP-1 THE LOCATION OF THE SHRUBS AND
 TREES AS SHOWN ON SHEET 818 (SITE ANALYSIS EXHIBITS)
 TRANSFORMERS AND HVL TO BE SCREENED BY LANDSCAPING
 HEDGES
 PLEASE PROVIDE HEIGHT DETAIL OF MASONRY WALL
  
 10. 5FT. LANDSCAPE BUFFER BETWEEN ADJACENT TO
 RESIDENTIAL USES REQUIRES INSTALLATION OF A WALL
 RESPONSE: ACKNOWLEDGED. SEE UPDATED LANDSCAPE PLAN
 WITH 5 FOOT WALL INCLUDED IN BUFFER DESIGN.
 10. ZONING REVIEW 5.1.23 ??? [PARTIALLY SATISFIED]
 PLEASE PROVIDE HEIGHT DETAIL OF MASONRY WALL IN
 DRAWINGS
  
  
 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.
  
 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 12:11 Rev Time  
Received By ckimmerl Date   Time   Sent To  
Notes
2022-08-08 12:08:561. FLOOR PLAN DOES NOT MATCH SITE PLAN, PLEASE
 COORDINATE PLANS APPROPRIATELY.
 - SHOWS STAIRWELL IN PATH OF DRIVE AISLE AND
 INGRESS/EGRESS
 - SHOWS TWO-WAY TRAFFIC FLOW
 - SHOWS 8 PARKING SPACES ON SITE, DOES NOT PROVIDE ADA
 SPACE
 - SERVICE COURT/PARKING LOT APPEARS TO EXTEND ACROSS
 THE PROPERTY FROM 8TH TO ALLEY
  
 2. SETBACKS
 - PLEASE PROVIDE SETBACK LINES ON SITE PLAN AND
 ARCHITECTURAL DRAWINGS
 - SETBACKS NEED TO BE RECALCULATED AND LABELED
 - NORTH RAILROAD AVENUE, REQUIRES 0FT SETBACK
 - REAR, REQUIRES 20FT SETBACK
 - ALLEY FOR COMMERCIAL USES, REQUIRES 5FT SETBACK
 - SIDE RESIDENTIAL STREET (10TH), REQUIRES 10FT
  
 3. 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?
  
 4. WHERE IS THE LOADING OPERATION LOCATED? DETAIL IS
 SHOWN ON SITE PLAN, BUT NO LOCATION INDICATED. PLEASE
 CLARIFY IS THE SERVICE COURT ALSO SERVING AS LOADING
 SPACE?
  
 5. PHOTOMETRIC ANALYSIS SHOWS SOUTHEASTERN CORNER OF
 PROPERTY ALONG ALLEY/ADJACENT TO HVL WITH AREAS BELOW
 REQUIRED 0.6 FOOTCANDLES.
  
 6. PLEASE PROVIDE AUTOTURN ANALYSIS FOR
 SANITATION/LOADING ACCESS
  
 7. PLEASE INDICATE WHERE REQUIRED BIKE PARKING SPACES
 ARE LOCATED.
  
 8. PLEASE PROVIDE STREETSCAPE LANDSCAPING DETAILS FOR N
 RAILROAD AVE. AND 8TH ST. FRONTAGES.
  
 9. PLEASE PROVIDE COMPLETE LANDSCAPE PLAN WITH CHARTS
 AND CALCULATIONS.
  
 10. 5FT. LANDSCAPE BUFFER BETWEEN ADJACENT TO
 RESIDENTIAL USES REQUIRES INSTALLATION OF A WALL.
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