Plan Review Details - Project Z23040023
Plan Review Stops For Project Z23040023
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By swelter Date 05-11-2023 Time 09:50 Rev Time 0.00
Received By swelter Date 05-11-2023 Time 09:50 Sent To  
Notes
2023-05-11 09:50:37PROJECT SUBJECT TO PUBLIC ART REQUIREMENT. CONTACT
 SYBILLE WELTER AT [email protected] TO SCHEDULE AN
 INTRODUCTORY MEETING TO REVIEW THE REQUIREMENTS,
 OPTIONS, AND PROCESS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By rbrown Date 05-10-2023 Time 20:05 Rev Time 0.00
Received By rbrown Date 05-10-2023 Time 20:05 Sent To  
Notes
2023-05-10 20:14:51DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS
 SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
 REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
 COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
 OR BY EMAIL: [email protected]
  
 3. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
 THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
 THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
 AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
 FLORIDA BUILDING CODE.
  
 4. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
 OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
 COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
 OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
 CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
 VERIFIED.
  
 5. EGRESS FROM ROOF DECK. ONLY ONE EXIT STAIR IS
 PROPOSED FOR THE 3RD FLOOR DWELLING UNIT. THE PROPOSED
 OCCUPANCY OF THE THE ROOF DECK IS OCCUPANCY OF A FOURTH
 STORY ABOVE GRADE PLANE WHICH IS NOT PERMITTED FOR AN
 OCCUPANCY WITH A SINGLE EXIT. SECTION 1006.3.3 OF
 FLORIDA BUILDING CODE.
  
 6. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, BACKFLOW PREVENTERS,
 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. THE CONTRACTOR SHALL SUBMIT A
 CONSTRUCTION PARKING PLAN TO THE ENGINEERING SERVICES
 DEPARTMENT.
  
 8. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 9. 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 2 Status F Date 07-28-2023 Cont ID  
Sent By lquinone Date 07-28-2023 Time 11:09 Rev Time 0.00
Received By lquinone Date 07-28-2023 Time 11:09 Sent To  
Notes
2023-07-28 11:09:48 
 COMMENTS FROM LINDA M. QUINONES-CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES AT 561-494-1085
 [email protected]
  
 WATER/WASTEWATER PLAN:
 O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT FRONTAGE
 (CONDITION OF SITE PLAN APPROVAL).
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 05-01-2023 Cont ID  
Sent By lquinone Date 05-01-2023 Time 14:10 Rev Time 0.00
Received By lquinone Date 05-01-2023 Time 14:10 Sent To  
Notes
2023-05-01 14:10:57Z23040023 ??? SUBMITTAL COMMENTS ??? 1ST REVIEW
  
 COMMENTS FROM LINDA M. QUINONES-CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES AT 561-494-1085
 [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 PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW
 PREVENTION.
  
 WATER/WASTEWATER PLAN:
 O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, INCLUDING STUBS TO EACH
 PROPERTY LINE FOR WATER AND SANITARY SEWERS, THE MAKE
 AND MODEL OF ALL VALVES, POTABLE AND IRRIGATION METERS,
 BACKFLOWS, FIRE HYDRANTS AND FDCS, AND OTHER DEVICES TO
 BE INSTALLED ON THE SYSTEM, CATCH BASINS, CULVERTS,
 DITCHES INCLUDING GRADES, PIPES SIZES, MATERIALS,
 ELEVATIONS, ASSUMPTIONS, CALCULATIONS, INVERT
 ELEVATIONS FOR ALL INLETS AND MANHOLES AND PROFILES OF
 SANITARY SEWER LINES.
 O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR
 SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW.
 O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW FOR ALL
 SANITARY AND STORM SEWERS.
 O PLAN VIEW SHALL SHOW ALL EXISTING AND PROPOSED
 UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER OPTIC,
 ELECTRIC, GAS, AND CABLEVISION & TELECOMMUNICATION
 FACILITIES INCLUDING PIPE SIZE AND MATERIAL LOCATED IN
 THE RIGHT-OF-WAY.
 O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
 DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. PLEASE
 INCLUDE FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES INCLUDING PIPE SIZE AND
 MATERIAL LOCATED IN THE RIGHT-OF-WAY.
 O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING
 AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE,
 MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS
 SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008
 FOR WATER.
 O PROVIDE 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 COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER,
 [email protected], 561-494-1047:
 O COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS
 EXAMINER, [email protected] , 561-494-1101:
 O COMMENTS FROM TRACY WARD, SR. STORMWATER ENGINEER,
 ENG. SERVICES DEPT. AT 561-494-1120 OR [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 07-25-2023 Cont ID  
Sent By pleduc Date 07-25-2023 Time   Rev Time 0.00
Received By pleduc Date 07-25-2023 Time 12:41 Sent To  
Notes
2023-07-25 12:42:19FIRE HAS NO OBJECTIONS TO THE PROPOSED AND APPROVES.
  
 FIRE'S APPROVAL OF THIS SUBMITTED PROJECT MAY NOT
 CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 IF APPLICABLE, FIRE SHALL REVIEW ALL SUBMITTED PROJECT
 PLANS AT THE APPLICABLE TIME AND IN ACCORDANCE WITH THE
 REQUIREMENTS OF ALL APPLICABLE FIRE CODES AND
 STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 05-05-2023 Cont ID  
Sent By pleduc Date 05-05-2023 Time 11:58 Rev Time 0.00
Received By pleduc Date 05-05-2023 Time 11:31 Sent To  
Notes
2023-05-05 11:37:35THE 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.
  
 THE PROPOSED LOCATIONS ON THE CIVIL PLAN ARE
 ACCEPTABLE.
  
 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. AREAS OF REFUGE SHALL BE PROVIDED AS REQUIRED PER
 THE FLORIDA BUILDING CODE AND NFPA 101, CH 7, MEANS OF
 EGRESS.
  
 12A. ALL ELEVATORS SHALL BE EQUIPPED WITH A REGION 7
 KEYWAY SYSTEM IN BUILDINGS 6 OR MORE STORIES PER THE
 F.A.C.
  
 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.
  
 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 PU PUBLIC UTILITIES
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By relizond Date 05-11-2023 Time 11:15 Rev Time 0.00
Received By relizond Date 05-11-2023 Time 11:11 Sent To  
Notes
2023-05-11 11:14:56-LIST SIZE AND MATERIAL FOR ALL EXISTING AND PROPOSED
 UTILITIES
 -LABEL ALL EXISTING UTILITIES WITH IN THE PROJECT SCOPE
 DENOTE CITY'S POINT OF SERVICE
 -PROVIDE A PROFILE FOR THE FIRE LINE FROM THE TAP TO
 THE CITY'S POINT OF SERVICE TO ENSURE PROPER CLEARANCES
 FOR UTILITY CONFLICTS
 -INCLUDE TOP/BOP ELEVATIONS FOR ALL UTILITY CONFLICTS
 -PROVIDE PROJECT ADDRESS AS WELL AS ADJACENT PARCELS
 -SHOW ALL UNDERGROUND DRY UTILITIES WITHIN THE PROJECT
 LIMITS
 -TRENCH RESTORATION NEEDED PER CITY DETAIL GC-8
 -DENOTE THE LIFT STATION BOUNDARY THAT THE PROJECT
 FALLS WITHIN
 - ENSURE GATE VALVE INSTALLATION WILL BE OUTSIDE OF
 SIDEWALK OR CURB AREAS
 -VERIFY THAT PROPOSED SANITARY SEWER CONNECTION IS
 DEDICATED TO PROJECT LOCATION AND NOT PROPERTY TO THE
 SOUTH.
 -CCTV OF MAINS ON OLIVE AND ALLEY TO THE NORTH REQUIRED
 IN ORDER TO DETERMINE LOCATION OF EXISTING LATERALS
 (MANHOLE TO MANHOLE)
 -WATER MAIN CONNECTIONS IN THE ALLEY ARE TO ASBESTOS
 CONCRETE PIPE. WHICH WOULD REQUIRE REPLACEMENT
 -WATER METER CANNOT BE LOCATED ON PRIVATE PROPERTY
 -FIRE HYDRANT CONNECTION MADE VIA ANCHOR TEE PER P-8
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 2 Status F Date 07-25-2023 Cont ID  
Sent By mhurley Date 07-25-2023 Time 13:11 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-07-25 13:11:18PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -ENSURE MINIMUM 3 FEET HORIZONTAL CLEARANCE DISTANCE
 BETWEEN WATER METER BOX AND TREE TRUNK.
 -WHAT ARE THE TWO GREEN CIRCLES NEAR THE WESTERN
 PROPERTY LINE SHOWN ON SHEET C2.2? PLEASE LABEL OR ADD
 TO LEGEND.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 05-05-2023 Cont ID  
Sent By mhurley Date 05-05-2023 Time 15:11 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-05-05 15:11:00PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -UTILITY BILLING SYSTEM SHOWS EXISTING WATER METER SIZE
 TO BE 5/8 INCH. PLEASE CONFIRM IF THAT WILL BE
 SUFFICIENT FOR IRRIGATION.
 -EXISTING METERED WATER SERVICE CURRENTLY DOES NOT HAVE
 AN ACTIVE USAGE BILLING ACCOUNT AND THE WATER CANNOT BE
 USED. ACCOUNT WOULD HAVE TO BE STARTED AND ANY FEES,
 CHARGES, AND DEPOSITS PAID BEFORE COULD BE USED.
 -VERIFY PRIVATE FIRELINE WILL NOT HAVE ANY ADDED
 CHEMICALS OR AUXILIARY WATER SOURCES SUCH AS WELLS.
 -VERIFY SLIDING GATE WILL NOT HIT FIRELINE BACKFLOW
 ASSEMBLY.
 -FIRELINE BACKFLOW ASSEMBLY WILL HAVE A CITY DETECTOR
 WATER METER ON IT. PROPERTY OWNER AND UTILITY ACCOUNT
 HOLDER MUST ALLOW ACCESS AS NEEDED TO UTILITY PERSONNEL
 FOR THE PURPOSES OF READING AND MAINTAINING THE METER.
 -ON ENGINEERING PLANS, SHOW EXISTING UTILITY EASEMENT
 AT EAST SIDE OF PROPERTY IF IT WILL REMAIN. ALSO SHOW
 UTILITY EASEMENT FOR WATER METER IF WILL BE ON PRIVATE
 PROPERTY.
 -IS A WALL ABOVE/OVER PROPOSED 2 INCH WATER SERVICE
 LINE?
 -BACKFLOW ASSEMBLY WAS INSTALLED FOR EXISTING METER,
 BUT NEVER INSPECTED. BEFORE EXISTING WATER SERVICE
 COULD BE TURNED ON AND USED, INSTALLATION WOULD NEED TO
 PASS INSPECTION AND THEN INTERNAL TEST WOULD BE NEEDED.
 CHARGES WOULD GO TO THE NEW UTILITY ACCOUNT.
 RESPECTFULLY,
 MARK HURLEY [email protected]
  
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 07-26-2023 Cont ID  
Sent By jbjoseph Date 07-26-2023 Time 13:15 Rev Time 0.00
Received By jbjoseph Date 07-26-2023 Time 13:15 Sent To  
Notes
2023-07-26 13:15:45NO COMMENTS. APPROVED
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By jbjoseph Date 05-10-2023 Time 14:27 Rev Time 0.00
Received By jbjoseph Date 05-10-2023 Time 14:25 Sent To  
Notes
2023-05-10 14:26:48PLEASE PROVIDE THE FOLLOWING:
 1. PLEASE SHOW LOCATION OF DUMPSTER ENCLOSURE.
 2. DUMPSTER ENCLOSURE 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
 3. 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 FOR THE SANITATION SERVICE.
  
 BRUCELY A. JOSEPH
 PW PROGRAM MANAGER
 561-494-1141
  
Review Stop STORM STORMWATER
Rev No 2 Status P Date 07-24-2023 Cont ID  
Sent By tward Date 07-24-2023 Time 09:21 Rev Time 0.00
Received By tward Date 07-24-2023 Time 09:24 Sent To  
Notes
2023-07-24 09:23:53.CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929 ON
 SURVEY (1.52 FEET) DIFFERS FROM THE CIVIL PLANS (1.50
 FEET). RECTIFY THIS DISCREPANCY ON THE ENGINEERING
 PERMIT SUBMITTAL.
  
 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 05-10-2023 Cont ID  
Sent By tward Date 05-10-2023 Time 13:41 Rev Time 0.00
Received By tward Date 05-10-2023 Time 13:42 Sent To  
Notes
2023-05-10 13:41:54THIS 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 PER CITY CODE IS
 NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF
 THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929
 IS PROVIDED. LABEL THE VERTICAL DATUM ON THE SURVEY AND
 LIST THE CONVERSION TO NGVD1929.
  
 2. REVIEW ALLOWABLE SLOPING REQUIREMENTS FOR HANDICAP
 PARKING SPACES (MAX. 2% IN ALL DIRECTIONS) AND ADJUST
 PROPOSED GRADES ACCORDINGLY.
  
 3. CREATE RETENTION AREAS BEHIND THE SIDEWALKS TO HOLD
 STORMWATER RUNOFF ONSITE.
  
 4. LABEL PERIMETER WALLS / FENCES.
  
 5. INDICATE HOW/WHERE THE AREA SOUTH OF THE BUILDING
 WILL DRAIN.
  
 6. CONNECT ROOF DRAINS DIRECTLY TO THE STORMWATER
 DRAINAGE SYSTEM.
  
 7. NO STORMWATER RUNOFF IS ALLOWED TO FLOW ONTO
 ADJACENT PRIVATE PROPERTY.
  
 8. PROVIDE A CROSS SECTION AT THE DRIVEWAY FROM THE
 NORTH ALLEY R/W TO THE SOUTH PROPERTY LINE OF THE SITE.
 SHOW SURFACE FEATURES, GENERAL DIRECTION OF HOW
 SURFACES SLOPE, LOCATION OF HIGH POINT SOUTH OF THE
 ALLEY, DIMENSIONS, ETC. CREATE A HIGH POINT IN THE
 DRIVEWAY SOUTH OF THE NORTH PROPERTY LINE TO KEEP THE
 ALLEY RUNOFF FROM FLOWING INTO THE ONSITE DRAINAGE
 SYSTEM. THE NORTH CATCH BASIN WILL NEED TO BE LOCATED
 SOUTH OF THE HIGH POINT..THE DRIVEWAY PAVER AREA SHOULD
 BE SLOPED TO THE CATCH BASINS.
  
  
 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 AND FDEP NPDES
 CONSTRUCTION PERMIT BEFORE START OF CONSTRUCTION.
  
 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE
 ENGINEERING PERMIT SUBMITTAL.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By vnoel Date 05-10-2023 Time 10:02 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2023-05-10 10:16:031. IS EXISTING FPL POLES IN THE REAR UTILITY EASEMENT
 TO BE UNDERGROUNDED?
 2. LANDSCAPE PLANS SHOWS 2 TREES IN EASEMENT TO REMAIN
 BUT NOT SHOWN ON SURVEY.
 3. SHOW UE ON ENG. PLANS.
 4. WATER MAIN IN ALLEY IS FROM THE 1930'S. ANY NEW TAPS
 MAY BE REQUIRED TO BE IN OLIVE AVE.
 5. ADD DATUM FOR ELEVATIONS ON SURVEY. ADD CONVERSION
 TO NGVD-29 IF ELEVATIONS ARE NAVD-88.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 05-11-2023 Cont ID  
Sent By   Date 05-11-2023 Time   Rev Time 0.00
Received By   Date 05-11-2023 Time   Sent To  
Notes
2023-05-11 00:28:38TRAFFIC COMMENTS
 1) PROVIDE COUNTY TPS LETTER, ONCE RECEIVED
  
 SITE COMMENTS
 2) PROVIDE A TRANSPORTATION SPECIFIC SITE PLAN FOR THE
 GROUND FLOOR. SHOWCASING TRANSPORTATION RELATED
 FEATURES (E.G. ROADWAY & EACH TRAVEL LANE WIDTHS,
 DRIVING AISLES, PARKING STALLS, SIDEWALK, CURB, GUTTER,
 DRIVEWAY, GATES, CROSSWALKS, VISIBILITY TRIANGLE,
 CORNER & DRIVEWAY SEPARATION DISTANCES, SLOPES, ETC.)
 PROPERLY LABELED AND DIMENSIONED. PLEASE PROVIDE
 DOCUMENT NAME OR SHEET NUMBER
 3) 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, INCLUSIVE OF THE ALLEY, SURROUNDING THE
 PROPOSED DEVELOPMENT
 4) PROVIDE A SIGNAGE AND PAVEMENT MARKING PLAN.
 INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED
 DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE. SUCH
 PLAN COULD BE INTEGRATED IN THE TRANSPORTATION SITE
 PLAN
 5) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND/OR
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND WHEEL
 PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT COLORS
 6) PROVIDE A PARKING TABLE SHOWCASING THE NUMBER OF
 REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA
 AND BICYCLE ONES
 7) PER THE PROPOSED GATE, PLEASE PROVIDE AND SHOWCASE
 THE 20 FEET SETBACK DISTANCE FROM THE EDGE OF THE ALLEY
 DRIVING LANE
 8) PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE REFER
 TO CITY CODE 86-246 FOR DETAILS
 9) PLEASE PROVIDE AND SHOWCASE THE DESIGNATED LOADING
 ZONE, IF REQUIRED BY THE USE TYPE OF THE PROPOSED
 DEVELOPMENT
 10) DUE TO THE INCREASE OF VEHICULAR TRAFFIC AND FOR
 SAKE OF OPERATIONAL SAFETY, THE ALLEY SHALL BE
 DESIGNATED ONE-WAY, WITH EASTBOUND-SOUTHBOUND
 DIRECTIONALITY. PLEASE PROVIDE AND SHOWCASE THE
 CORRESPONDING SIGNAGE AND PAVEMENT MARKINGS THROUGHOUT
 THE WHOLE EXTENT OF THE ALLEY
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 05-10-2023 Cont ID  
Sent By cibaven Date 05-10-2023 Time 16:57 Rev Time 0.00
Received By cibaven Date 05-10-2023 Time 16:54 Sent To  
Notes
2023-05-10 16:55:43ZONING AND PLANNING
 PROJECT: 1010 N OLIVE ??? TUTTLE OFFICE
 CONTACT: CLAUDIA IBAVEN, CITY URBAN DESIGNER, AT
 561-822-1402 OR VIA [email protected].
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 GENERAL COMMENTS:
 1. THE TPS SHOWS TOTAL SQ.FT. AS OFFICE AND DOES NOT
 INCLUDE THE 1 DU PROPOSED, PLEASE REVISE. TO ACCURATELY
 REFLECT THE SQ. FT. OF THE PROPOSED DEVELOPMENT.
 2. ON PROJECT FAST SHEET, THE RESIDENTIAL GBA PLUS THE
 NON-RESIDENTIAL GBA DOES NOT TOTAL THE AMOUNT ON THE
 TOTAL PROJECT GBA PROVIDED ON THE SP-1, PLEASE REVISE.
 3. PROVIDE LETTERS FROM ALL PUBLIC UTILITIES CONFIRMING
 THAT THE PROPOSED PROJECT DOES NOT ENCROACH INTO THEIR
 EASEMENTS OR OTHERWISE INTERFERE WITH THE PROVISIONS OF
 THEIR SERVICES. WE RECEIVED AT&T LETTER.
 4. FPL WILL NEED TO APPROVE IF IT IS ACCEPTABLE TO HAVE
 THE WALL AND LANDSCAPING PROPOSED ON THE BACK OF THE
 PROPERTY WHERE THE 6 FEET EASEMENT IS LOCATED.
 5. THE PROJECT IS SUBJECT TO THE CITY OF WPB'S ART LIFE
 ASSESSMENT. PLEASE CONTACT SYBILLE WELTER, ART IN
 PUBLIC PLACES COORDINATOR AT 561-822-1521 OR VIA EMAIL
 AT [email protected].
  
 ZONING DIAGRAMS AND CALCULATIONS
 1. THE STAIRS AND ELEVATOR AREAS ON THE 3RD LEVEL WILL
 NEED TO COUNT AS PART OF THE BUILDING FOOTPRINT ON THE
 3RD FLOOR, PLEASE REVISE.
 2. ON SHEET SP-1, REQUIREMENT OF FRONT SETBACK IS 25
 FEET AND IN THE TABLE IS SAYS THAT THE PROPOSED IS 21
 FEET, PLEASE CORRECT.
 3. AS PER SEC. 94-106, CULTURAL USES MAY BE PERMITTED
 BY COMPLYING WITH SPECIAL CONDITIONS, PLEASE REVIEW.
 THE PROPOSED GALLERY SEEMS TO BE PART OF THE OFFICE AND
 NOT A SEPARATE USE, SO PLEASE MAKE SURE TO ADD AREA TO
 THE OFFICE SQ.FT.
 4. PLEASE NOTE, THE DEVELOPMENT DOES NOT HAVE REQUIRED
 OPEN SPACE AND DOES NOT NEED TO COMPLY WITH OPEN SPACE
 STANDARDS ON SEC. 94-109, TABLE IV-7. PLEASE REMOVE
 FROM CALCULATIONS AND SP-1 SHEET.
  
 LANDSCAPE AND STREETSCAPE
 1. PLEASE PROVIDE A TREE DISPOSITION PLAN SHOWING THE
 LOCATIONS AND SPECIES OF ALL EXISTING TREES AND THEIR
 DISPOSITION, WHETHER THEY ARE BEING REMOVED OR
 RELOCATED OR REMAINING. YOU WILL NEED TO PROVIDE AN
 ARBORIST REPORT FROM AN ISA CERTIFIED ARBORIST
 JUSTIFYING THE RATING OF TREES AND REASON WHY THEY
 CANNOT BE RELOCATED.
 2. EXISTING TREES SHOWN ON THE LANDSCAPE PLANS DO NOT
 MATCH SURVEY, PLEASE REVISE.
 3. NOTE, ON THE SURVEY THERE ARE OVERHEAD LINES SHOWING
 ON THE BACK OF THE PROPERTY, WILL THESE BE RELOCATED OR
 UNDERGROUND, SO YOU ARE ABLE TO PROPOSE THE LANDSCAPE
 BUFFER?
 4. ON SHEET SP-1, PLEASE CLARIFY IF SIDEWALK DIRECTLY
 ADJACENT TO THE PROPERTY LINE IS CONCRETE AND THAT THE
 FULL 5 FEET ARE COVERED WITH CONCRETE AND ARE
 UNINTERRUPTED FOR PEDESTRIAN USE.
 5. PLEASE PROVIDE DIMENSIONS ON LANDSCAPE PLANS TO SHOW
 HOW STREET TREES ARE INSTALLED AT A MAXIMUM OF 30 FEET
 BETWEEN THEM.
 6. STREET TREES SHALL BE A MINIMUM OF 20 FEET IN
 HEIGHT, AND HAVE A MINIMUM OF EIGHT FEET CLEAR TRUNK,
 THE PROPOSED SILVER BUTTON WOOD DOES NOT MEET THE
 REQUIREMENTS.
 7. PER SEC. 94-113 (D)(4), STREET TREES SHALL BE
 PLANTING WITHIN PLANNING BEDS WITH A 4 FEET WIDTH. IN
 ADDITION, PLANTING GRATES SHOULD HAVE SHRUBS OR
 GROUNDCOVERS AS APPROPRIATE. THE LANDSCAPE PLANS SHOW
 TREES ON SIDEWALK PAVERS WITH NO PLANTING BEDS.
 8. PER SEC. 94-113, ALL LANDSCAPED AREAS AND PLANT
 MATERIALS WITHIN OR ADJACENT TO VEHICULAR USE AREAS
 SHALL BE PROTECTED FROM VEHICULAR ENCROACHMENT BY WHEEL
 STOPS, CURBS, OR OTHER SIMILAR DEVICES.
 9. PER SEC. 94-113 (G), AS NONRESIDENTIAL USE ADJOINING
 RESIDENTIAL PROPERTY WILL NEED TO PROVIDE A LANDSCAPE
 BUFFER AND SCREEN WALL, PLEASE CLARIFY HOW THIS
 REQUIREMENT WILL BE MET IF AN EASEMENT IS LOCATED AT
 THE REAR AREA. NOTE, ON THE LANDSCAPE BUFFER WILL NEED
 TO HAVE SHADE TREES PLANTED AT 30-FOOT INTERVALS.
 10. PLEASE ADD UTILITY LINES TO LANDSCAPE PLANS.
 11. PLEASE NOTE ALL STREET TREES AND LANDSCAPED AREAS
 WITHIN MINIMUM REQUIRED SETBACK AND THE RIGHT-OF-WAY
 SHALL HAVE IRRIGATION PROVIDED FROM THE ADJACENT
 PROPERTY, AS PROVIDED IN THE APPROVED SITE PLAN OR
 APPROVED LANDSCAPE PLAN.
 12. NOTE, THE PROPERTY OWNER AND THEIR SUCCESSORS OR
 ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
 MAINTENANCE OF LANDSCAPING, TREE GRATES, STRUCTURAL
 SOIL AND IRRIGATION, AS PROVIDED IN THE APPROVED SITE
 PLAN OR APPROVED LANDSCAPE PLAN. A MAINTENANCE
 AGREEMENT WITH THE CITY SHALL BE REQUIRED.
  
 PARKING
 1. PLEASE CLARIFY IF THE PROPOSED DEVELOPMENT WILL HAVE
 BOTH USES (RESIDENTIAL AND OFFICE) OCCUPIED BY A COMMON
 OWNER OR TENANT AS PER SEC. 94-109, LIVE/WORK
 DEFINITION. IF SO, PARKING REQUIREMENTS ON SEC. 94-111,
 TABLE IV-9 WILL NEED TO BE MEET THE MINIMUM
 REQUIREMENTS OF 1 PER 1,000 SQ.FT. FOR LIVE/WORK USE.
 IF NOT, THEN PARKING REQUIREMENT WILL BE 1 PER UNIT FOR
 RESIDENTIAL AND 1 PER 1,000SQ.FT. FOR OFFICE.
 2. PLEASE REVISE PARKING ASSOCIATE WITH CULTURAL USE.
 SEE COMMENT ON ZONING DIAGRAMS AND CALCULATIONS SECTION
 ABOVE.
 3. PLEASE NOTE, YOU DO NOT NEED TO COUNT THE ON-STREET
 PARKING SPACE AS PART OF YOUR REQUIRED PARKING IF YOU
 MEET THE MINIMUM REQUIRED PARKING. IF EXISTING
 ON-STREET PARKING SPACES WILL BE COUNTED TOWARD
 REQUIRED PARKING, THEN THE CITY PARKING ADMINISTRATOR
 AND THE CITY TRAFFIC ENGINEER WILL NEED TO APPROVE IT.
 4. PLEASE PROVIDE APPROPRIATE STRIPING TO DELINEATE AND
 DIFFERENTIATE THE ADA AND STANDARD PARKING SPACES
 FRONTING THE ALLEY.
 5. ON SHEET C2.3, A 'TYPE D CURB' IS SHOWN ADJACENT TO
 PARKING SPACES ON THE ALLEY AND SEEMS TO GO ALL THE WAY
 EAST TO WHERE THE SLIDING GATE BEGINS, YET ON LANDSCAPE
 AND ARCH PLANS THERE IS A 4 FEET HIGH CONCRETE WALL
 PROPOSED. PLEASE REVISE AND MAKE SURE ALL PLANS ARE
 CONSISTENT IN DESIGN. NOTE, ARCH PLANS DO NOT SHOW CURB
 IN FRONT OF THE ADA PARKING SPACE.
 6. PER SEC. 94-111, IN THOSE CASES WHERE THE SIDE OF
 ANY STALL IS ADJACENT TO A WALL, FENCE, BUILDING, OR
 OTHER PHYSICAL OBSTRUCTION, THE STALL WIDTHS SHALL BE
 INCREASED BY A MINIMUM OF ONE FOOT. WHERE THERE IS AN
 OBSTRUCTION ON BOTH SIDES OF THE STALL, THE STALL
 WIDTHS SHALL BE INCREASED BY A MINIMUM OF TWO FEET. THE
 PARKING SPACES ADJACENT TO THE ALLEY SEEMS TO BE TOO
 CLOSE TO WALLS, PLEASE REVISE.
  
 OTHER COMMENTS:
 PLEASE NOTE, AS PER SEC. 94-54 (A)(1), THE APPLICANT
 SHALL ADDRESS ANY COMMENTS OF THE PPRC AND SUBMIT A
 REVISED APPLICATION WITHIN 60 DAYS OF THE MEETING
 SCHEDULED ON 1/12/2023. FAILURE TO MAKE THE REQUIRED
 SUBMITTALS WITHIN THE 60-DAY DEADLINE WILL DEEM THE
 APPLICATION AS WITHDRAWN. AT LEAST 15 DAYS PRIOR TO THE
 EXPIRATION OF THE 60-DAY REVISION PERIOD, THE APPLICANT
 MAY REQUEST A 30-DAY EXTENSION. NO FURTHER EXTENSION
 REQUEST IS PERMITTED. COMMENTS RELATING TO REVISED
 APPLICATIONS SHALL BE ADDRESSED WITHIN 30 DAYS OF THE
 DATE OF SUCH COMMENTS.
 WHEN RESUBMITTING, WRITTEN RESPONSES TO COMMENTS NEED
 TO BE PROVIDED AS WELL AS A MINIMUM OF TWO (2) PAPER
 COPIES AND AN ELECTRONIC COPY IN .PNG/.PDF FORMAT OF
 ALL PLANS AND ALL DOCUMENTATION REQUIRED IN THE
 APPLICATION. PLEASE NOTE THAT CHANGES ON THE
 RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
 TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE.
  
 --END OF COMMENTS---
  
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