Plan Review Details - Project Z18010013
Plan Review Stops For Project Z18010013
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 02-13-2018 Cont ID  
Sent By rbrown Date 02-13-2018 Time 17:50 Rev Time 0.00
Received By rbrown Date 02-13-2018 Time 17:50 Sent To  
Notes
2018-02-13 18:08:34DEVELOPMENT 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. ACCESSIBLE PARKING. SHEET A1.0, SITE PLAN, SHOWS
 THAT 142 PARKING SPACES WILL BE PROVIDED SO 5
 ACCESSIBLE PARKING SPACES ARE REQUIRED. THE SUBMITTED
 PLANS DO NOT SHOW 5 ACCESSIBLE PARKING SPACES AND ONLY
 SHOW 1 ACCESSIBLE PARKING SPACE ON THE MAIN ENTRY
 LEVEL. THE MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES
 PROVIDED SHALL BE IN ACCORDANCE WITH SECTION 208.2 OF
 FLORIDA ACCESSIBILITY CODE.
  
 3. VAN ACCESSIBLE PARKING. THE PLANS DO NOT CALL OUT
 THE LOCATION OF A VAN ACCESSIBLE PARKING SPACE. PER
 SECTION 208.2.4 OF FLORIDA ACCESSIBILITY CODE, ONE IN
 EVERY SIX ACCESSIBLE SPACES (AT LEAST ONE) IN A PARKING
 STRUCTURE, SHALL BE ?VAN ACCESSIBLE? AND DESIGNED IN
 ACCORDANCE WITH SECTION OF 502 OF FLORIDA ACCESSIBILITY
 CODE (VERTICAL CLEARANCE NOT LESS THAN 98 INCHES AT
 SPACE AND VEHICULAR ACCESS ROUTE)
  
 4. LOCATION OF ACEESIBLE PARKING. CANNOT DETERMINE
 WHETHER THE ACCESSIBLE PARKING SPACES ARE CORRECTLY
 LOCATED BECAUSE SHEETS A2.1 AND A2.2, LEVEL 2 AND LEVEL
 3 - OVERALL PLAN, DO NOT CLEARLY SHOW THE ENTRANCE TO
 THE BUILDING FROM THE PARKING GARAGE OR THE ROUTE TO
 THE ELEVATOR. 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 FOR EACH
 BUILDING.
  
 5. 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.
  
 6. 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.
  
 7. IS THIS AN ENCLOSED PARKING GARAGE OR AN OPEN
 PARKING GARAGE? IF THE PARKING GARAGE DOES NOT HAVE
 WALL OPENINGS, OR SUFFICIENT WALL OPENINGS TO MEET THE
 DEFINITION OF AN OPEN PARKING GARAGE, IT WILL BE
 CONSIDERED AN ENCLOSED PARKING GARAGE AND MUST HAVE
 EXHAUST SYSTEMS. THE EXHAUST SYSTEMS SHALL BE DESIGNED
 TO MINIMIZE NOISE LEVELS USING INLINE FAN SILENCERS OR
 OTHER APPROVED METHODS.
  
 8. LEVEL 2 EGRESS FROM PARKING GARAGE. SHEET A2.1,
 LEVEL 2 - OVERALL PLAN, DOES NOT SHOW A ROUTE FOR
 OCCUPANTS ON LEVEL 2 OF THE PARKING GARAGE TO GET TO
 THE EAST STAIR.
  
 9. 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.
  
 10. THIS PROJECT WILL BE SUBJECT TO ART IN PUBLIC
 PLACES (AIPP) ASSESSMENT. 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 1 Status F Date 02-12-2018 Cont ID  
Sent By squinone Date 02-12-2018 Time   Rev Time 0.00
Received By squinone Date 02-05-2018 Time   Sent To  
Notes
2018-02-12 12:07:25CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 DATE: 02/12/2018
 PROJECT: GOOD SAMARITAN MOB
 ADDRESS: 300 PALM BEACH LAKES BLVD
 STATUS: FAILED
  
 THIS IS AN INITIAL 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. FOLLOWING COMMENTS NEED TO BE
 ADDRESSED PRIOR TO SITE PLAN APPROVAL:
  
 1. ADVISORY: BURGER KING IS CURRENTLY GOING THROUGH THE
 BUILDING SERVICES DEPARTMENT AND ARE PROPOSING TO
 REMOVE THE 12-INCH RCP;
  
 2. SIDEWALK SHOULD CONTINUE ALONG THE RIGHT-OF-WAY LINE
 OF PALM BEACH LAKES AND SHALL NOT BE DEFLECTED ONSITE.
 DEVIATED SIDEWALK IS TO BE CONSIDERED AS PRIVATE;
  
 3. DRIVEWAY APRONS SHALL COMPLY WITH CITY STANDARD
 DETAIL GC-6: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUB
 LIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 4. DETECTABLE WARNING SURFACES MARK BOUNDARIES BETWEEN
 PEDESTRIAN AND VEHICULAR WAYS WHERE THERE IS NO RAISED
 CURB SUCH AS RAMPS WILL BE REQUIRED. DETECTABLE WARNING
 SURFACES ARE REQUIRED BY 49 CFR, PART 37 AND BY THE
 AMERICANS WITH DISABILITIES ACT (ADA) WHERE CURB RAMPS
 ARE CONSTRUCTED AT THE JUNCTION OF SIDEWALKS AND THE
 ROADWAY, FOR MARKED AND UNMARKED CROSSWALKS. DETECTABLE
 WARNING SURFACES CONTRAST VISUALLY WITH ADJACENT
 WALKING SURFACES, EITHER LIGHT-ON-DARK, OR
 DARK-ON-LIGHT. THE AMERICANS WITH DISABILITIES ACT
 ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES
 (ADAAG).
  
 5. INCLUDE CROSSWALK MARKINGS WHICH PROVIDE GUIDANCE
 FOR PEDESTRIANS WHO ARE CROSSING DRIVEWAYS BY DEFINING
 AND DELINEATING PATHS ON APPROACHES.
  
 6. PUBLIC UTILITIES DEPARTMENT NEEDS TO ASSESS EXISTING
 LIFT STATION CONDITIONS;
  
 7. SANITARY SEWER SHOULD CONNECT FROM N. OLIVE AVENUE
 AND NOT FROM THE ALLEYWAY;
  
 8. PHOTOMETRIC ANALYSIS WAS NOT PROVIDED FOR DRIVEWAY
 CONNECTING TO ALLEYWAY;
  
 9. SUBMIT ESTIMATES FOR WATER AND FIRE DEMAND, BOTH
 AVERAGE AND PEAK FLOW WITH PEAKING FACTOR. ALSO SUBMIT
 ESTIMATES OF SANITARY SEWER FLOW FOR THE PROPOSED
 DEVELOPMENT. SHOW PROJECTED DEMANDS ON THE UTILITY PLAN
 SHEET;
  
 10. THE AVAILABLE WATER PRESSURE IN THIS PORTION OF THE
 CITY MAY NOT BE ACCEPTABLE AT ELEVATIONS HIGHER THAN
 THE 2ND FLOOR. WE RECOMMEND A LONG-TERM PRESSURE STUDY
 BE PERFORMED PRIOR TO FINALIZATION OF THE UTILITY
 DESIGN;
  
 11. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE
 NON-STANDARD ELEMENTS (TREES AND TREE GRATES; PAVERS,
 ETC.) PROPOSED WITHIN RIGHT-OF-WAYS;
  
 AFTER THE SITE PLAN IS APPROVED, IN THE NEXT PHASE, THE
 FOLLOWING GENERAL COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK: HTTP
 ://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-
 PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 3. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
 SANITARY SEWER CALCULATION (IN DETAIL I.E. AVERAGE AND
 PEAK WITH PEAKING FACTOR). SUBMIT CALCULATIONS TO
 VALIDATE METER SIZE SELECTION. SHOW THESE CALCULATIONS
 ON THE UTILITY PLAN SHEET AS WELL;
  
 4. CCTV MUST BE PROVIDED FROM MANHOLE TO MANHOLE WHERE
 THE PROPOSED SANITARY SEWER WILL BE LOCATED. CONTACT ME
 FOR THE MANHOLE NUMBER AND SUBMIT CD WITH THE
 ENGINEERING DEVELOPMENT APPROVAL APPLICATION.
 COORDINATE WITH UTILITIES O&M SANITARY SEWER
 SUPERINTENDENT CHARLES PHOENIX PROVIDE 48-HOUR NOTICE
 AND MUST OBTAIN A RIGHT-OF-WAY PERMIT;
  
 5. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE
 FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM
 EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN
 SUBMITTAL. SHOW HYDRANT FLOW TEST DATA RESULT ON THE
 PLANS;
  
 6. FIRE HYDRANT TEST CAN BE REQUESTED AT (561)804-4700;
  
 7. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
 WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
 AN EASEMENT WITHIN THE PROPERTY;
  
 8. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE
 CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE
 DETAIL SHEET/S DURING SUBMISSION OF THE FINAL
 ENGINEERING PLANS. CONTACT THE ENGINEERING SERVICES
 DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD
 FORMAT. CITY'S STANDARD DETAILS (IN PDF FILE FORMAT)
 CAN BE DOWNLOADED FROM THE FOLLOWING SITE: HTTP://WPB.O
 RG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-
 APPLICATIONS
  
 9. PLACEMENT OF THE ANY PROPOSED METER, BACKFLOW
 PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY?S
 STANDARD DETAILS. WATER METER SHOULD BE WITHIN THE
 RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST
 INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND
 ACCESSIBLE;
  
 10. IN THE FINAL PLANS, MUST PROVIDE UTILITY CONFLICT
 TABLE (BOTTOM AND TOP OF CROSSING PIPES) AT THE
 CONFLICT POINTS OF ALL WATER, STORM AND SANITARY SEWER
 PIPES AS WELL AS OTHER FRANCHISE UTILITIES. EXISTING
 UTILITIES WITHIN THE PROPOSED SANITARY SEWER LATERAL
 ARE TO BE VERIFIED VIA SOFTDIGS, PROVIDE ALL UTILITY
 CROSSING INFORMATION;
  
 11. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
 EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
 POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
 LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 12. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR
 UTILITY CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE
 WITH 2016 CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE
 MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL
 LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A
 TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH.
 PLEASE SHOW ON THE FINAL PLANS THE EXTENT OF THE
 MILLING AND RESURFACING;
  
 13. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL
 EXISTING UTILITIES ON PALM BEACH LAKES BLVD, N. OLIVE
 AVE AND ALLEYWAY INCLUDING BUT NOT LIMITED TO WATER,
 SEWER, GAS, UNDERGROUND ELECTRIC CONDUITS ETC. PLEASE
 IDENTIFY THE SOURCE OF THE AS-BUILT INFORMATION
 UTILIZED FOR THE POTABLE WATER, SANITARY SEWER, AND
 STORM SEWER DESIGN;
  
 14. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A NOTE
 THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM
 BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE." FOR MORE INFORMATION REFER TO THE LINK BELOW: HT
 TP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLICA
 TIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 01-31-2018 Cont ID  
Sent By pleduc Date 01-31-2018 Time   Rev Time 0.00
Received By pleduc Date 01-31-2018 Time 15:59 Sent To  
Notes
2018-01-31 16:23:11THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 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.
  
 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 SHALL COMPLY WITH
 THE 6TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, CHAPTER 38, NEW BUSINESS
 OCCUPANCIES AND ALL ASSOCIATED FIRE CODES.
 THE GARAGE SHALL COMPLY WITH NFPA 88A AND ASSOCIATED
 CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE OR EACH AREA, PER THE FLORIDA FIRE
 PREVENTION CODE, AND WHETHER IT IS MIXED OR SEPARATED
 OCCUPANCY.
  
 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.
 ALL NEW FIRE HYDRANTS AND FDC?S PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION.
  
 THERE APPEARS TO BE A FIRE LINE DDCV INDICATED ON THE
 CIVIL PLAN, THAT MAY NOT COMPLY WITH NFPA 24,
 PROTECTION REQUIREMENTS. PLEASE REVIEW CHAPTER 6.2 OF
 NFPA 24 FOR REQUIRMENTS.
  
  
 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 FS 61G AND
 SUBMITTED WITH THE MASTER PLAN.
  
 10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 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 FOR ANY ACCESS GATES THAT
 THEY BE PROVIDED WITH KNOX KEY ACCESS LOCKS, PADLOCKS
 AND/OR SWITCHES FOR 24 HOUR EMERGENCY ACCESS.
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 13. 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 3 Status F Date 06-21-2018 Cont ID  
Sent By rcaranci Date 06-21-2018 Time 16:54 Rev Time 0.00
Received By rcaranci Date 06-14-2018 Time 15:35 Sent To  
Notes
2018-06-21 16:54:48FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: 300 PALM BEACH LAKES BLVD. Z18010013
 JUNE 14, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PREVIOUSLY SATISFIED.
  
 2. PREVIOUSLY SATISFIED.
  
 3. SATISFIED. PLEASE PROVIDE AN OPEN SPACE DIAGRAM TO
 SHOW QUALIFIED OPEN SPACE AREAS FOR BRELSFORD PARK
 DISTRICT 5 FOR 18% PRIVATE OPEN SPACE AND IDENTIFY THE
 TYPE OF OPEN SPACE FROM TABLE IV-6 AND MEETING THE
 DEFINITION OF THAT TYPE OF OPEN SPACE IN SECTION
 94-109.
 THE AREA SHOWN FOR THE PRIVATE OPEN SPACE CANNOT
 INCLUDE THE DROP OFF AREA ON THE NORTH SIDE OF THE
 BUILDING. ADDITIONAL AREA IN A PRIVATE OPEN SPACE
 CATEGORY WILL HAVE TO BE PROVIDED, SUCH AS A TERRACE.
  
 4. PARTIALLY SATISFIED. PLEASE PROVIDE CALCULATIONS TO
 SHOW THE PRIVATE OPEN SPACE AREAS BY CATEGORY, AND
 PERCENTAGE OF VEGETATED AREA AND TREE CANOPY TO MEET
 THE REQUIREMENTS OF SECTION 94-109 TABLE IV-7.
 PLEASE RECALCULATE THE TREE CANOPY SQUARE FOOTAGE USING
 SECTION 94-109 TABLE IV-8.
 EXISTING SEAGRAPES-LARGE TREE =500 SQ FT EACH, MEDIUM
 TREE 2100 SQ FT OK, LARGE PALM 3 RR =150 SQ FT, TOTAL
 IS 3250.
  
  
 5. SATISFIED. PLANNING STAFF IS RECOMMENDING A
 DIFFERENT DESIGN ADJACENT TO THE STREET. PLEASE REVISE
 THE STREETSCAPE TO MEET THE REQUIREMENTS OF SECTION
 94-113 WITH SPACING OF TREES EVERY 30 FEET AND ADJUST
 THE LANDSCAPING ADJACENT TO THE BUILDING TO WORK IN
 HARMONY WITH THE STREETSCAPE.
 STAFF HAS MET WITH THE APPLICANT, AND A NEW DESIGN WILL
 BE SUBMITTED.
  
 6. SATISFIED. STREET TREES PLANTED IN SIDEWALKS WITH
 TREE GRATES SHALL HAVE STRUCTURAL SOIL INSTALLED 5 FEET
 ON THE SIDES AND REAR OF THE TREE GRATE. PLEASE PROVIDE
 A DETAIL. PLEASE SHOW THESE AREAS ON THE LANDSCAPE
 PLAN.
 STAFF HAS MET WITH THE APPLICANT, AND A NEW DESIGN WILL
 BE SUBMITTED.
  
  
 7. SATISFIED. STREET TREES LOCATED IN A SIDEWALK THAT
 IS ADJACENT TO A PERVIOUS LANDSCAPE AREA SHALL HAVE THE
 STRUCTURAL SOIL EXTENDED UNDER THE SIDEWALK TO MEET THE
 LANDSCAPE AREA IF THE DISTANCE BETWEEN THE 5 FOOT
 REQUIRED STRUCTURAL SOIL AND THE LANDSCAPE AREA IS LESS
 THAN 4 FEET. PLEASE SHOW THESE AREAS ON THE LANDSCAPE
 PLAN.
 STAFF HAS MET WITH THE APPLICANT, AND A NEW DESIGN WILL
 BE SUBMITTED.
  
  
 8. PREVIOUSLY SATISFIED.
  
 ADDITIONAL COMMENTS 6/14/18:
  
 9. PLEASE CHANGE THE ADONIDIA PALMS AT THE FRONT OF THE
 BUILDING AND IN THE STREET BULBOUTS TO TREES. CRAPE
 MYRTLE, SILVER BUTTONWOOD OR ANY QUALIFYING SPECIES FOR
 UNDER THE FPL LINES THAT WILL PROVIDE SHADE FOR THE
 SIDEWALK AND PARKING SPACES WILL MEET THE INTENT OF THE
 STREETSCAPE CODE.
  
  
 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 ADJACENT TO THE
 DEVELOPMENT. THIS WILL BE THROUGH A SEPARATE
 MAINTENANCE AGREEMENT WITH THE CITY.
  
 4. IRRIGATION FOR STREET TREES AND LANDSCAPING IN THE
 RIGHT OF WAYS SHALL BE PROVIDED BY THE APPLICANT,
 SUCCESSORS AND ASSIGNS FROM THE SUBJECT DEVELOPMENT.
 ALL EXISTING CITY IRRIGATION LINES RUNNING TO
 INDIVIDUAL AREAS OR TREES SHALL BE REMOVED AND CAPPED
 IN SUCH A WAY TO ENSURE CITY IRRIGATION SUPPLY LINES
 SHALL REMAIN INTACT AND CONTINUOUS FOR OTHER AREAS
 SERVED BY THE LINES.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 04-27-2018 Cont ID  
Sent By rcaranci Date 04-27-2018 Time 13:17 Rev Time 0.00
Received By rcaranci Date 04-27-2018 Time 13:17 Sent To  
Notes
2018-04-27 13:17:54FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: 300 PALM BEACH LAKES BLVD. Z18010013
 APRIL 26, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. EXISTING TREES ON SITE ARE SHOWN ON THE
 SURVEY PROVIDED. PLEASE PROVIDE A TREE DISPOSITION PLAN
 SHOWING THE CORRECT SPECIES, CANOPY SIZE AND
 IDENTIFYING IF TREES WILL BE PRESERVED IN PLACE,
 RELOCATED OR REMOVED.
  
 2. SATISFIED. PLEASE PROVIDE A TREE MITIGATION CHART TO
 SHOW ANY REMOVED TREES ARE MITIGATED PER CODE.
  
 3. PARTIALLY SATISFIED. PLEASE PROVIDE AN OPEN SPACE
 DIAGRAM TO SHOW QUALIFIED OPEN SPACE AREAS FOR
 BRELSFORD PARK DISTRICT 5 FOR 18% PRIVATE OPEN SPACE
 AND IDENTIFY THE TYPE OF OPEN SPACE FROM TABLE IV-6 AND
 MEETING THE DEFINITION OF THAT TYPE OF OPEN SPACE IN
 SECTION 94-109.
 THE AREA SHOWN FOR THE PRIVATE OPEN SPACE CANNOT
 INCLUDE THE DROP OFF AREA ON THE NORTH SIDE OF THE
 BUILDING. ADDITIONAL AREA IN A PRIVATE OPEN SPACE
 CATEGORY WILL HAVE TO BE PROVIDED, SUCH AS A TERRACE.
  
 4. PARTIALLY SATISFIED. PLEASE PROVIDE CALCULATIONS TO
 SHOW THE PRIVATE OPEN SPACE AREAS BY CATEGORY, AND
 PERCENTAGE OF VEGETATED AREA AND TREE CANOPY TO MEET
 THE REQUIREMENTS OF SECTION 94-109 TABLE IV-7.
 SEE COMMENT #3, SUBMIT NEW DESIGN AND CALCULATIONS.
  
 5. PARTIALLY SATISFIED. PLANNING STAFF IS RECOMMENDING
 A DIFFERENT DESIGN ADJACENT TO THE STREET. PLEASE
 REVISE THE STREETSCAPE TO MEET THE REQUIREMENTS OF
 SECTION 94-113 WITH SPACING OF TREES EVERY 30 FEET AND
 ADJUST THE LANDSCAPING ADJACENT TO THE BUILDING TO WORK
 IN HARMONY WITH THE STREETSCAPE.
 STAFF HAS MET WITH THE APPLICANT, AND A NEW DESIGN WILL
 BE SUBMITTED.
  
 6. PARTIALLY SATISFIED. STREET TREES PLANTED IN
 SIDEWALKS WITH TREE GRATES SHALL HAVE STRUCTURAL SOIL
 INSTALLED 5 FEET ON THE SIDES AND REAR OF THE TREE
 GRATE. PLEASE PROVIDE A DETAIL. PLEASE SHOW THESE AREAS
 ON THE LANDSCAPE PLAN.
 STAFF HAS MET WITH THE APPLICANT, AND A NEW DESIGN WILL
 BE SUBMITTED.
  
  
 7. PARTIALLY SATISFIED. STREET TREES LOCATED IN A
 SIDEWALK THAT IS ADJACENT TO A PERVIOUS LANDSCAPE AREA
 SHALL HAVE THE STRUCTURAL SOIL EXTENDED UNDER THE
 SIDEWALK TO MEET THE LANDSCAPE AREA IF THE DISTANCE
 BETWEEN THE 5 FOOT REQUIRED STRUCTURAL SOIL AND THE
 LANDSCAPE AREA IS LESS THAN 4 FEET. PLEASE SHOW THESE
 AREAS ON THE LANDSCAPE PLAN.
 STAFF HAS MET WITH THE APPLICANT, AND A NEW DESIGN WILL
 BE SUBMITTED.
  
  
 8. SATISFIED. PLEASE SHOW THE LOCATIONS OF EXISTING OAK
 TREES TO THE WEST OF THE PROPERTY TO COORDINATE WITH
 PLACEMENT OF BUFFER PALMS AND TREES.
  
 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 ADJACENT TO THE
 DEVELOPMENT. THIS WILL BE THROUGH A SEPARATE
 MAINTENANCE AGREEMENT WITH THE CITY.
  
 4. IRRIGATION FOR STREET TREES AND LANDSCAPING IN THE
 RIGHT OF WAYS SHALL BE PROVIDED BY THE APPLICANT,
 SUCCESSORS AND ASSIGNS FROM THE SUBJECT DEVELOPMENT.
 ALL EXISTING CITY IRRIGATION LINES RUNNING TO
 INDIVIDUAL AREAS OR TREES SHALL BE REMOVED AND CAPPED
 IN SUCH A WAY TO ENSURE CITY IRRIGATION SUPPLY LINES
 SHALL REMAIN INTACT AND CONTINUOUS FOR OTHER AREAS
 SERVED BY THE LINES.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 02-13-2018 Cont ID  
Sent By rcaranci Date 02-13-2018 Time 12:19 Rev Time 0.00
Received By rcaranci Date 02-13-2018 Time 12:19 Sent To  
Notes
2018-02-13 12:19:27FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: 300 PALM BEACH LAKES BLVD. Z18010013
 FEBRUARY 12, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. EXISTING TREES ON SITE ARE SHOWN ON THE SURVEY
 PROVIDED. PLEASE PROVIDE A TREE DISPOSITION PLAN
 SHOWING THE CORRECT SPECIES, CANOPY SIZE AND
 IDENTIFYING IF TREES WILL BE PRESERVED IN PLACE,
 RELOCATED OR REMOVED.
  
 2. PLEASE PROVIDE A TREE MITIGATION CHART TO SHOW ANY
 REMOVED TREES ARE MITIGATED PER CODE.
  
 3. PLEASE PROVIDE AN OPEN SPACE DIAGRAM TO SHOW
 QUALIFIED OPEN SPACE AREAS FOR BRELSFORD PARK DISTRICT
 5 FOR 18% PRIVATE OPEN SPACE AND IDENTIFY THE TYPE OF
 OPEN SPACE FROM TABLE IV-6 AND MEETING THE DEFINITION
 OF THAT TYPE OF OPEN SPACE IN SECTION 94-109 .
  
 4. PLEASE PROVIDE CALCULATIONS TO SHOW THE PRIVATE OPEN
 SPACE AREAS BY CATEGORY, AND PERCENTAGE OF VEGETATED
 AREA AND TREE CANOPY TO MEET THE REQUIREMENTS OF
 SECTION 94-109 TABLE IV-7.
  
 5. PLANNING STAFF IS RECOMMENDING A DIFFERENT DESIGN
 ADJACENT TO THE STREET. PLEASE REVISE THE STREETSCAPE
 TO MEET THE REQUIREMENTS OF SECTION 94-113 WITH SPACING
 OF TREES EVERY 30 FEET AND ADJUST THE LANDSCAPING
 ADJACENT TO THE BUILDING TO WORK IN HARMONY WITH THE
 STREETSCAPE.
  
 6. STREET TREES PLANTED IN SIDEWALKS WITH TREE GRATES
 SHALL HAVE STRUCTURAL SOIL INSTALLED 5 FEET ON THE
 SIDES AND REAR OF THE TREE GRATE. PLEASE PROVIDE A
 DETAIL. PLEASE SHOW THESE AREAS ON THE LANDSCAPE PLAN.
  
 7. STREET TREES LOCATED IN A SIDEWALK THAT IS ADJACENT
 TO A PERVIOUS LANDSCAPE AREA SHALL HAVE THE STRUCTURAL
 SOIL EXTENDED UNDER THE SIDEWALK TO MEET THE LANDSCAPE
 AREA IF THE DISTANCE BETWEEN THE 5 FOOT REQUIRED
 STRUCTURAL SOIL AND THE LANDSCAPE AREA IS LESS THAN 4
 FEET. PLEASE SHOW THESE AREAS ON THE LANDSCAPE PLAN.
  
 8. PLEAS SHOW THE LOCATIONS OF EXISTING OAK TREES TO
 THE WEST OF THE PROPERTY TO COORDINATE WITH PLACEMENT
 OF BUFFER PALMS AND TREES.
  
 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 ADJACENT TO THE
 DEVELOPMENT. THIS WILL BE THROUGH A SEPARATE
 MAINTENANCE AGREEMENT WITH THE CITY.
  
 4. IRRIGATION FOR STREET TREES AND LANDSCAPING IN THE
 RIGHT OF WAYS SHALL BE PROVIDED BY THE APPLICANT,
 SUCCESSORS AND ASSIGNS FROM THE SUBJECT DEVELOPMENT.
 ALL EXISTING CITY IRRIGATION LINES RUNNING TO
 INDIVIDUAL AREAS OR TREES SHALL BE REMOVED AND CAPPED
 IN SUCH A WAY TO ENSURE CITY IRRIGATION SUPPLY LINES
 SHALL REMAIN INTACT AND CONTINUOUS FOR OTHER AREAS
 SERVED BY THE LINES.
  
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 PW PUBLIC WORKS
Rev No 1 Status P Date 06-11-2018 Cont ID  
Sent By   Date 06-11-2018 Time   Rev Time  
Received By   Date 02-12-2018 Time   Sent To  
Notes
2018-06-11 14:28:09BASED ON PREVIOUS COMMENT, ENCLOSURE ROOM/ENCLOSURE HAS
 BEEN MOVED BACK. CUSTOMER WILL BE REQUIRED TO USE A
 ROLL OUT DUMPSTER IN ORDER TO SERVICE THIS LOCATION.
2018-02-12 14:34:59THE DUMPSTER ENCLOSURE LOOKS APPROPRIATE BUT BASED ON
 TRUCK ACCESS I NEED TO SEE A TURN RADIUS TO ENSURE THE
 TRUCK DOES NOT COME INTO CONTACT WITH THE CORNER ON THE
 GENERATOR ROOM. WHEN THE COMMERCIAL TRUCK APPROACHES
 THE DUMPSTER IS THERE AND OVERHEAD ROOF, IF SO WILL
 THERE BE ENOUGH ROOM TO REMOVE THE DUMPSTER OR WILL A
 ROLL OUT DUMPSTER BE REQUIRED.
Review Stop STORM STORMWATER
Rev No 3 Status F Date 06-01-2018 Cont ID  
Sent By tward Date 06-01-2018 Time 16:36 Rev Time 0.00
Received By tward Date   Time   Sent To  
Notes
2018-06-01 16:51:26A REVIEW WAS MADE OF THE MAY 29, 2018 SUBMITTAL
 PACKAGE. THE STATUS OF THE COMMENTS ARE FROM THE REVIEW
 OF THE APRIL 12, 2018 SUBMITTAL PACKAGE ARE AS FOLLOWS:
  
 1. VERTICAL DATUM ON THE SURVEY AND ENGINEERING PLANS
 NEEDS TO BE CONSISTANT. ELEVATIONS ON THE SURVEY ARE
 INDICATED TO BE IN REFERENCE TO NAVD 1988. ELEVATIONS
 ON THE ENGINEERING PLANS ARE INDICATED TO BE IN
 REFERENCE TO NGVD 1929. EXISTING SPOT GRADE VALUES ARE
 THE SAME ON THE SURVEY AND ENGINEERING PLANS. COMMENT
 SATISFIED. BOTH PLANS ARE USING NAVD1988 AS THE
 VERTICAL DATUM.
  
 2. THE CONVERSION (DIFFERENCE) BETWEEN NAVD 1988 AND
 NGVD 1929 VERTICAL DATUMS LISTED ON THE SURVEY AND ON
 THE ENGINEERING PLANS NEEDS TO BE CONSISTANT. ONE USES
 1.52 FEET AND THE OTHER USES 1.53 FEET. COMMENT
 SATISFIED. BOTH PLANS ARE USING THE 1.53 FEET
 CONVERSION FACTOR BETWEEN NAVD AND NGVD.
  
 3. SHEET C4.00 LISTS THE FINISHED FLOOR ELEVATION AS
 12.00 FEET NGVD. SHEET A1.0 LISTS THE FINISHED FLOOR
 ELEVATION AS 12 FT 6 INCHES.NGVD. COMMENT NOT ADDRESSED
 OTHER THAN CHANGING THE VERTICAL DATUM ON SHEET C4.00.
 THE FINISHED FLOOR IS LISTED AS 12.00 FEET NAVD. SHEET
 A1.0 STILL LISTS THE FINISHED FLOOR ELEVATION AS 12 FT
 6 INCHES NGVD.
  
 4. SHEET C4.00 SHOWS ONSITE CONCRETE STEPS ALONG THE
 NORTH SIDE OF THE ALLEY ACROSS THE DRIVEWAY TO THE
 TRASH / GAS '/ GENERATOR ROOM AND OUTSIDE THE DOOR TO
 THE STAIRWELL AT THE EAST END OF THE ALLEY. NEITHER
 SETS OF STEPS ARE SHOWN ON THE SITE PLAN (SHEET A1.0).
 INDICATE HOW THE TRASH BE HANDLED IF THERE ARE STEPS IN
 THIS LOCATION. CAN THE BOTTOM FLOOR OF THE STAIRWELL BE
 TAKEN DOWN TO THE ELEVATION OF THE ALLEY SO STEPS WILL
 NOT BE NEEDED OUTSIDE THE DOOR? COMMENT SATISFIED. THE
 STEPS IN FRONT OF THE TRASH ROOM HAVE BEEN ELIMINATED.
 THE STEPS AT THE EAST END OF THE ALLEY HAVE BEEN TURNED
 90 DEGREES.
  
 5. PROVIDE DETAIL OF THE EXFILTRATION TRENCH INCLUDING
 WIDTH AND TOP ELEVATION OF THE TRENCH. COMMENT
 SATISFIED. SHEET C4.00 LABELS THE TRENCH AS 4 FEET WIDE
 BY 4 FEET HIGH.
  
 6. PROVIDE THE WEIR ELEVATION FOR STRUCTURE ST-01.
  
 7. MINIMUM 15" RCP STORM PIPE WITHIN THE PUBLIC
 RIGHT-OF-WAY.
  
 ADDITIONAL COMMENTS FROM THE MAY 29, 2018 SUBMITTAL
 PACKAGE:
 8. LABEL THE DRAINAGE FIXTURES ACROSS THE DRIVEWAYS AS
 "TRENCH" DRAINS AND NOT "FRENCH" DRAINS.
  
 9. ADD'L COMMENTS TO BE ADDED.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
  
  
  
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 04-18-2018 Cont ID  
Sent By tward Date 04-18-2018 Time 17:29 Rev Time 0.00
Received By tward Date 04-18-2018 Time 18:01 Sent To  
Notes
2018-04-18 18:01:11THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE APRIL
 12, 2018 REVIEW PACKAGE FROM THE PLANNER:
  
 1. VERTICAL DATUM ON THE SURVEY AND ENGINEERING PLANS
 NEEDS TO BE CONSISTANT. ELEVATIONS ON THE SURVEY ARE
 INDICATED TO BE IN REFERENCE TO NAVD 1988. ELEVATIONS
 ON THE ENGINEERING PLANS ARE INDICATED TO BE IN
 REFERENCE TO NGVD 1929. EXISTING SPOT GRADE VALUES ARE
 THE SAME ON THE SURVEY AND ENGINEERING PLANS.
  
 2. THE CONVERSION (DIFFERENCE) BETWEEN NAVD 1988 AND
 NGVD 1929 VERTICAL DATUMS LISTED ON THE SURVEY AND ON
 THE ENGINEERING PLANS NEEDS TO BE CONSISTANT. ONE USES
 1.52 FEET AND THE OTHER USES 1.53 FEET.
  
 3. SHEET C4.00 LISTS THE FINISHED FLOOR ELEVATION AS
 12.00 FEET NGVD. SHEET A1.0 LISTS THE FINISHED FLOOR
 ELEVATION AS 12 FT 6 INCHES.NGVD.
  
 4. SHEET C4.00 SHOWS ONSITE CONCRETE STEPS ALONG THE
 NORTH SIDE OF THE ALLEY ACROSS THE DRIVEWAY TO THE
 TRASH / GAS '/ GENERATOR ROOM AND OUTSIDE THE DOOR TO
 THE STAIRWELL AT THE EAST END OF THE ALLEY. NEITHER
 SETS OF STEPS ARE SHOWN ON THE SITE PLAN (SHEET A1.0).
 INDICATE HOW THE TRASH BE HANDLED IF THERE ARE STEPS IN
 THIS LOCATION. CAN THE BOTTOM FLOOR OF THE STAIRWELL BE
 TAKEN DOWN TO THE ELEVATION OF THE ALLEY SO STEPS WILL
 NOT BE NEEDED OUTSIDE THE DOOR?
  
 5. PROVIDE DETAIL OF THE EXFILTRATION TRENCH INCLUDING
 WIDTH AND TOP ELEVATION OF THE TRENCH.
  
 6. PROVIDE THE WEIR ELEVATION FOR STRUCTURE ST-01.
  
 7. MINIMUM 15" RCP STORM PIPE WITHIN THE PUBLIC
 RIGHT-OF-WAY.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
  
  
  
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 02-14-2018 Cont ID  
Sent By tward Date 02-14-2018 Time 13:01 Rev Time 0.00
Received By tward Date 02-14-2018 Time 13:02 Sent To  
Notes
2018-02-14 13:02:14THIS 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 ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP://
 WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER
 MITS-APPLICATIONS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. NEW FEMA FIRM MAPS AND TWO FEET OF FREEBOARD ABOVE
 BASE FLOOD ELEVATION FOR STRUCTURES IN SPECIAL FLOOD
 HAZARD AREA ARE NOW IN EFFECT. THE MAPS ARE AVAILABLE
 AT HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?
  
 2. UPDATE THE FLOOD ZONE INFORMATION ON THE SURVEY.
  
 3. INDICATE WHETHER A DRAINAGE EASEMENT EXISTS FOR
 STORMWATER RUNOFF TO FLOW THROUGH THE BURGER KING SITE.
 A SEPARATE OUTFALL TO PALM BEACH LAKES BLVD DRAINAGE
 SYSTEM OR TOTAL ONSITE RETENTION MAY BE REQUIRED.
  
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
 ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 2. PROVIDE SFWMD ERP FOR THE DEVELOPMENT.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 05-02-2018 Cont ID  
Sent By vnoel Date 05-02-2018 Time 13:12 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2018-05-02 13:19:34PASSED WITH CONDITIONS:
 1. REPLAT WILL NEED TO BE RECORDED PRIOR TO C.O.
 2. SIGNED AND SEALED COPY OF SURVEY REQUIRED FOR NEXT
 SUBMITTAL.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 02-14-2018 Cont ID  
Sent By vnoel Date 02-14-2018 Time 08:08 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2018-02-14 08:21:181. PROPERTY WILL NEED TO BE REPLATTED.
 2. SURVEY NEEDS TO BE SIGNED AND SEALED.
 3. ALLEY WILL NEED TO BE REPAVED.
 4. WHAT IS THE ITEM SHOWN BETWEEN THE RAMP AND THE
 ALLEY?
 5. STEPS WILL NOT BE ALLOWED IN ALLEY.
 6. DRAINAGE WILL NEED TO BE REVISED TO NOT FLOW THROUGH
 THE BURGER KING PARCEL.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date   Cont ID  
Sent By   Date 06-11-2018 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2018-06-11 14:15:43300 PALM BEACH LAKES MEDICAL OFFICE (RECEIVED ON MAY
 29, 2018) SITE PLAN COMMENTS:
 - IN THE PARKING GARAGE, THERE IS ZERO CORNER RADIUS AT
 EVERY RAMP DUE TO COLUMNS AND WALLS, AND PASSENGER CARS
 ARE NOT ABLE TO TURN RIGHT INTO OR OUT OF THE RAMPS
 WHILE STAYING ON THEIR OWN LANE. CONSIDER PROVIDING
 BUFFER SPACE AROUND THE COLUMNS AND WALLS OR RELOCATE
 OR REDESIGN THEM.
 - THE COLUMNS IN PARKING SPACES WILL MAKE IT VERY
 DIFFICULT FOR CARS TO TURN INTO THE PARKING SPACES AND
 FOR OCCUPANTS OF THE VEHICLES TO ENTER AND EXIT THE
 VEHICLE. CONSIDER A DESIGN WITHOUT COLUMNS. PROVIDE
 TURNING PATH EXHIBIT TO DEMONSTRATE THAT CARS CAN
 MANEUVER INTO THE SPACES WITH THE COLUMNS PRESENT.
 - IN THE DOWN RAMP TO THE LOWER LEVEL PARKING, IT IS
 UNCLEAR IF THE GARAGE WALL ON THE NORTH SIDE IS A SOLID
 WALL. IF SO, THERE WOULD BE INSUFFICIENT SIGHT DISTANCE
 FOR VEHICLES EXITING ONTO THE GROUND FLOOR LOOKING
 NORTH. CONSIDER REDESIGNING THE GARAGE WALL OR
 PROVIDING WINDOWS ON THE WALL.
 - PROVIDE BACK UP AND DEDICATED PULL-IN AREA AT THE
 TERMINUS OF ANY DEAD-END AISLE PER CITY CODE
 94-111(C)(2): ?A MINIMUM THREE-FOOT BACK UP AREA SHALL
 BE PROVIDED AT THE TERMINUS OF ANY DEAD-END DRIVE AISLE
 TO ALLOW FOR VEHICLES TO SAFELY PULL OUT OF THE END
 PARKING SPACES. IN ADDITION, THE EQUIVALENT OF ONE
 PARKING SPACE AT THE TERMINUS OF A DEAD-END AISLE SHALL
 BE STRIPED AS A DEDICATED PULL-IN AREA FOR TURNING
 AROUND.?
 - CLARIFY IF BIKE RACKS ARE PROVIDED ON THE GROUND
 LEVEL NEAR THE DRIVEWAY ON PALM BEACH LAKES BOULEVARD.
 THOSE BIKE RACKS ARE SHOWN ON SHEET A1.0 BUT NOT ON
 SHEET A2.1. PLEASE PROVIDE BIKE RACKS AS SHOWN ON SHEET
 A1.0 IF NOT.
 - CLARIFY HOW CYCLISTS WOULD ACCESS THE BIKE RACKS ON
 LEVEL 2 PARKING WITH THEIR BICYCLES. WOULD THEY BE
 ALLOWED TO CARRY THEIR BICYCLES INTO THE MEDICAL OFFICE
 LOBBY AND TAKE THE ELEVATOR TO LEVEL 2?
 - REMOVE THE FIRST ON-STREET PARKING SPACE TO THE WEST
 AT THE PALM BEACH LAKES BOULEVARD TO IMPROVE SIGHT
 DISTANCE LOOKING WEST.
 - PROVIDE ADDITIONAL LANDSCAPE AREA ON THE SOUTH SIDE
 OF PALM BEACH LAKES BOULEVARD IMMEDIATELY WEST OF OLIVE
 AVENUE.
 - PROVIDE PAVEMENT MARKING PLAN INCLUDING THE PROPOSED
 LANE ELIMINATION ON PALM BEACH LAKES BOULEVARD TO BE
 IMPLEMENTED BY THE APPLICANT, AND ILLUSTRATE HOW IT
 TIES INTO ADJACENT STREET SECTIONS AND INTERSECTIONS.
 NOTE THAT THE YELLOW CENTERLINE CLOSEST TO THE SITE
 WILL HAVE TO BE SHIFTED TO THE NORTH.
 - SHOW TOTAL RIGHT OF WAY OF PALM BEACH LAKES BOULEVARD
 AND ALSO CENTERLINE OF RIGHT OF WAY.
 - THE GORE STRIPING ON PALM BEACH LAKES BOULEVARD IS
 ANGLED IN THE WRONG DIRECTION. IT SHOULD ANGLED AGAINST
 THE DIRECTION OF TRAFFIC.
 - ADA TACTILE SURFACES TYPICALLY AREN?T INSTALLED FOR
 DRIVEWAYS. VERIFY IF THESE ARE REQUIRED.
 - EXIT OUT ONTO PALM BEACH LAKES BOULEVARD IS SHOWN AS
 RIGHT OUT ONLY. CONFIRM IF THIS IS THE INTENT OR A
 DRAFTING ERROR. IF IT IS INTENT THEN PROVIDE RATIONAL
 FOR THE RIGHT OUT ONLY RESTRICTION.
 - THE SIDEWALK ALONG PALM BEACH LAKES BOULEVARD
 FRONTAGE IS 5.5' WIDE ON THE PAVING, GRADING, AND
 DRAINAGE PLANS. THIS IS VERY NARROW AND DOESN'T APPEAR
 TO MEET DOWNTOWN MASTER PLAN SIDEWALK WIDTHS. PROVIDE
 CODE REFERENCE FOR SIDEWALK WIDTH WITH RESUBMITTAL.
 - THE ALLEY IS SHOWN AS ONE WAY. NOTE THE ALLEY IS
 DESIGNATED BY CITY CODE AS BI-DIRECTIONAL. REMOVE ONE
 WAY ARROWS FROM PLANS.
  
 ERIK D. FERGUSON, P.E.
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 04-25-2018 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2018-04-25 17:08:14300 PALM BEACH LAKES MEDICAL OFFICE (RECEIVED ON APRIL
 2, 2018) SITE PLAN COMMENTS:
 - DIMENSION THE SLOPE FOR ALL PARKING AND NON-PARKING
 RAMPS.
 - MINIMIZE THE USE OF PUBLIC STREETS FOR TRAFFIC
 CIRCULATION WHICH WOULD CREATE ADDITIONAL TRIPS ON
 ADJACENT INTERSECTIONS AND ROADWAYS.
 - VEHICLES STACKING ON THE EXIT OF THE TWO-WAY DRIVEWAY
 ON PALM BEACH LAKES BOULEVARD WOULD IMPACT INBOUND
 VEHICLES FROM ACCESSING THE DROP-OFF LANE.
 - VEHICLES MAY ATTEMPT TO TURN LEFT AT THE ONE-WAY
 DRIVEWAY ON PALM BEACH LAKES BOULEVARD AFTER THE
 DROP-OFF. THIS MAY CREATE SAFETY CONCERN DUE TO THE
 CLOSE PROXIMITY TO THE SIGNAL AT OLIVE AVENUE.
 - THE ALLEY IS ENCOURAGED FOR SERVICE RELATED USES ONLY
 AND SHOULD REMAIN TWO-WAY OPERATIONS. CHANGING THE
 ALLEY TO A ONE-WAY OPERATION WOULD REQUIRE CODE
 AMENDMENT TO SECTION 86-166 WHICH DEFINES THE DIRECTION
 OF MOVEMENT OF TRAFFIC FOR ONE-WAY STREETS AND ALLEYS
 WITHIN THE CITY.
 - USING THE ALLEY FOR TRAFFIC CIRCULATION IS
 DISCOURAGED. HOWEVER, IF THE ALLEY IS USED FOR TRAFFIC
 CIRCULATION, IT WOULD NEED TO BE WIDENED TO ACCOMMODATE
 TWO-WAY OPERATIONS.
 - CONSIDER RELOCATING THE BUILDING TO FRONT PALM BEACH
 LAKES BOULEVARD WITH MINIMUM SETBACK. THIS CHANGE WOULD
 ALLOW ADDITIONAL ROOM ON THE SOUTH SIDE OF THE BUILDING
 FOR INTERNAL FOR DROP-OFF AND TRAFFIC CIRCULATION
 COMPLETELY ON-SITE.
  
 ERIK FERGUSON, PE
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 02-13-2018 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2018-02-13 15:57:381 - SHOW TOTAL RIGHT OF WAY OF PALM BEACH LAKES
 BOULEVARD AND ALSO CENTERLINE OF RIGHT OF WAY.
 2 - PROVIDE PLAN VIEW WHICH SHOWS BOTH SIDES OF THE
 STREET INCLUDING DRIVEWAYS ON THE OTHER SIDE OF THE
 STREET. WE ARE UNABLE TO REVIEW THE DRIVEWAY
 INFORMATION WITHOUT THIS INFORMATION.
 3 - THE PROPOSED TWO ENTRANCES ON PALM BEACH LAKES
 BOULEVARD ARE NOT ALLOWED.
 4 - STAIRS FOR THE BUILDING ARE NOT ALLOWED IN ALLEY
 RIGHT OF WAY.
 5 - DEMONSTRATE THAT ADEQUATE SIGHT LINES WILL BE
 PROVIDED.
 6 - THE EXISTING ALLEY APPEARS TOO NARROW FOR TWO WAY
 TRAFFIC. WHAT PERCENTAGE OF TRIPS WILL UTILIZE THE
 ALLEY? CAN PORTION OF ALLEY FRONTING THE PROJECT BE
 WIDENED FOR TWO WAY TRAFFIC?
 7 - THIS PORTION OF PALM BEACH LAKES BOULEVARD HAS BEEN
 IDENTIFIED IN THE MOBILITY PLAN AS A LANE REPURPOSING
 CANDIDATE. THE LANE REPURPOSING WOULD ALLOW FOR THE
 ADDITION OF BIKE LANES AND ON STREET PARKING. THE
 TRANSPORTATION DIVISION WILL PROVIDE TWO OPTIONS FOR
 LANE REPURPOSING AT PPRC.
 8 - TRAFFIC IMPACT ANALYSIS SITE CIRCULATION AND TURN
 LANE REQUIREMENTS. PROJECT IS NOT LOCATED ON A PALM
 BEACH COUNTY ROAD. REMOVE REFERENCES TO PALM BEACH
 COUNTY TURN LANE REQUIREMENTS AS A REQUIREMENT.
 9 - TRAFFIC IMPACT ANALYSIS (T.I.A.) SITE CIRCULATION
 AND TURN LANE REQUIREMENTS. IN ADDITION TO PALM BEACH
 LAKES BOULEVARD, ACCESS TO THE SITE IS ALSO PROPOSED
 FROM THE ALLEY. T.I.A. NEEDS TO BE REVISED TO DISCUSS
 VOLUMES ON THE ALLEY.
  
 UPDATE 2/15/2018 - T.I.A. NEEDS TO DISCUSS HOW VEHICLES
 LEAVING THE DROP OFF AREA ON PALM BEACH LAKES BOULEVARD
 WILL TRAVEL TO THE PARKING GARAGE. THE USE OF LOCAL
 STREETS FOR INTERNAL SITE CIRCULATION IS DISCOURAGED.
 IN ADDITION, THERE MAY BE OPERATIONAL PROBLEMS WITH THE
 EXISTING ALLEY IF VEHICLES LEAVING THE DROP OFF AREA GO
 TO THE GRAGE VIA OLIVE AND THE ALLEY.
  
  
 ERIK D. FERGUSON, P.E.
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
Review Stop Z ZONING
Rev No 3 Status F Date 06-28-2018 Cont ID  
Sent By elevesqu Date 06-28-2018 Time 16:41 Rev Time 0.00
Received By elevesqu Date 06-28-2018 Time 16:40 Sent To  
Notes
2018-06-28 16:41:151. SATISFIED
 2. ONGOING.
 3. PARTIALLY SATISFIED. PLEASE SUBMIT A CLEAR COPY OF
 THE SURVEY PRIOR TO PERMIT PLAN SUBMITTAL.
 4. SATISFIED.
 5. SATISFIED.
 6. SATISFIED.
 7. NOT SATISFIED. PLEASE CONSIDER THE USE OF ADDITIONAL
 WINDOWS ON THE ACTIVE USE (STAIRWELL) AREA FACING SOUTH
 TO COMPLY WITH THE 15% FENESTRATION REQUIREMENT. PLEASE
 PROVIDE MORE DETAILS ON ARCHITECTURAL TREATMENT FOR THE
 GARAGE INCLUDING THE TRANSPARENCY SEPARATION BETWEEN
 THE HORIZONTAL ELEMENTS TO ENSURE SUFFICIENT SCREENING
 ON THE PARKING GARAGE.
 THE PROVIDED SEPARATION BETWEEN THE HORIZONTAL ELEMENTS
 WILL NOT PROVIDE SUFFICIENT SCREENING OF THE PARKING
 GARAGE. THE OPPORTUNITIES FOR ENHANCED SCREENING WILL
 BE EVALUATED AT TIME OF PERMIT.
 8. NOT SATISFIED.
 PLEASE INCLUDE REQUIRED AND PROVIDED BIKE PARKING IN
 THE PARKING DATA.
 9. NOT SATISFIED.
 THE PROPOSED BICYCLE RACK IS NOT AN ACCEPTABLE RACK
 TYPE IN THE CITY. STAFF WILL PROVIDE DETAIL OF ACCEPTED
 BICYCLE RACK TYPES. PLEASE SHOW DETAIL OF THE BIKE
 RACK, INCLUDING SPECIFICATIONS OF THE RACK AND SPACING.
 PLEASE INCLUDE REQUIRED AND PROVIDED BIKE PARKING IN
 PARKING DATA.
 10. SATISFIED.
 11. SATISFIED.
 12. SATISFIED.
 13. SATISFIED.
 14. ACKNOWLEDGED.
 15. NOT SATISFIED.
 PHOTOMETRICS WILL BE EVALUATED AT TIME OF BUILDING
 PERMIT. PLEASE PROVIDE REQUIRED PHOTOMETRICS ALONG ALL
 STREET FRONTAGES.
 16. SATISFIED.
 17. SATISFIED.
 18. CONDITIONALLY SATISFIED.
 NEW COMMENTS:
 1. PER SECTION 94-113(D), SIDEWALKS, A SIDEWALK WITH A
 MINIMUM OF EIGHT FEET CLEAR WIDTH SHALL BE PROVIDED
 ALONG THE BUILDING FRONTAGE. PLEASE REVISE ACCORDINGLY.
 2. THE PARKING GARAGE ENTRANCE/EXIT IS WIDER THAN THE
 RECOMMENDED 20?. PLEASE REVISE.
 3. PLEASE PROVIDE A PEDESTRIAN CROSSING FROM THE
 SIDEWALK ALONG PALM BEACH LAKES BOULEVARD ACROSS THE
 PORTE COCHERE AREA TO THE SIDEWALK IN FRONT OF THE
 PROJECTS MAIN ENTRANCE.
 4. PLEASE REVISE FROM PALMS ALONG THE BUILDING?S ENTRY
 DRIVEWAY TO A DIFFERENT TREE SPECIES.
 5. A BACK-UP SPACE IS REQUIRED FOR DEAD-END AISLES
 WITHIN THE PARKING GARAGE.
  
Review Stop Z ZONING
Rev No 2 Status F Date 04-19-2018 Cont ID  
Sent By elevesqu Date 04-19-2018 Time 10:29 Rev Time 0.00
Received By elevesqu Date 04-19-2018 Time 10:28 Sent To  
Notes
2018-04-19 10:31:411. SATISFIED
 2. CODE AMENDMENT IS CURRENTLY UNDER REVIEW. FINAL
 APPROVAL IS CONDITIONAL TO FINAL CODE REVISION
 APPROVAL. CODE REVISION APPROVAL DOES NOT GUARANTEE
 APPROVAL OF PORTE-COCHERE FOR SPECIFIC PROJECTS.
 PROPOSED PORTE-COCHERE NEEDS TO COMPLY WITH CODE
 REQUIREMENTS AND WORK FOR SPECIFIC LOCATION.
 3. PARTIALLY SATISFIED. PLEASE ALSO INCLUDE THE SETBACK
 DIMENSION OF THE EXISTING BUILDING ON THE SURVEY.
 4. NOT SATISFIED. PLEASE PROVIDE A TABLE OF EACH FLOOR
 GROSS AREA FOR THE TOTAL BUILDING GROSS AREA. PLEASE
 INCLUDE GRAPHICS SPECIFICALLY ILLUSTRATING THE AREA
 COUNTED AS FAR ON EACH INDIVIDUAL FLOOR.
 5. PARTIALLY SATISFIED. SEE LANDSCAPE COMMENTS.
 6. NOT SATISFIED. PLEASE PROVIDE A GRAPHIC WITH
 ILLUSTRATIONS OF THE ACTUAL AREA OF COMPLIANCE FOR
 ACTIVE USE REQUIREMENTS.
 7. PARTIALLY SATISFIED. PLEASE CONSIDER THE USE OF
 ADDITIONAL WINDOWS ON THE ACTIVE USE (STAIRWELL) AREA
 FACING SOUTH TO COMPLY WITH THE 15% FENESTRATION
 REQUIREMENT. PLEASE PROVIDE MORE DETAILS ON
 ARCHITECTURAL TREATMENT FOR THE GARAGE INCLUDING THE
 TRANSPARENCY SEPARATION BETWEEN THE HORIZONTAL ELEMENTS
 TO ENSURE SUFFICIENT SCREENING ON THE PARKING GARAGE.
 8. NOT SATISFIED. PLEASE LABEL THE SHOWER FACILITY AND
 CHANGING ROOM. PLEASE CONSIDER AN ALTERNATE LOCATION
 FOR THE INTERIOR BIKE RACKS FOR EASE OF ACCESS FOR
 BUILDING OCCUPANTS. PLEASE LABEL, SHOW THE BIKE RACKS
 AND INCLUDE REQUIRED AND PROVIDED BIKE PARKING IN THE
 PARKING DATA.
 9. PARTIALLY SATISFIED. PLEASE SHOW DETAIL OF THE BIKE
 RACK, INCLUDING SPECIFICATIONS OF THE RACK AND SPACING.
 PLEASE INCLUDE REQUIRED AND PROVIDED BIKE PARKING IN
 PARKING DATA.
 10. NOT SATISFIED. THE DIMENSIONS OF PARKING SPACES
 NEED TO INCLUDE AN ADDITIONAL 1 FOOT OF WIDTH FOR
 PARKING ADJACENT TO ONE COLUMN OR WALL, AND PARKING
 SPACES ADJACENT TO TWO COLUMNS/WALLS NEED TO PROVIDE AN
 ADDITIONAL TWO FEET OF SPACE.
 11. SATISFIED. THERE IS NO EXPOSED PARKING OR PARKING
 ON ROOF.
 12. PARTIALLY SATISFIED. SEE COMMENT NUMBER 7.
 13. SATISFIED.
 14. THE CURB OF PALM BEACH LAKES BOULEVARD WILL NOT BE
 MODIFIED WITH ANY CHANGES TO THE ROADWAY. STAFF CAN
 PROVIDE MORE INFORMATION IN FUTURE DISCUSSIONS.
 15. THE CURB OF PALM BEACH LAKES BOULEVARD WILL NOT BE
 MODIFIED. PLEASE IDENTIFY POLE LOCATIONS AND PROVIDE
 PHOTOMETRICS FOR ALL STREET FRONTAGES, INCLUDING THE
 ALLEYWAY.
 16. SATISFIED.
 17. SATISFIED.
 18. NEW COMMENT: PLEASE NOTE, ALL PARKING STRUCTURES
 ARE REQUIRED TO TREAT THE INTERIOR PORTION OF THE
 GARAGE ENTRY TO A DEPTH OF 20 FEET. PLEASE ADDRESS ON
 THE PLANS TO CONFIRM COMPLIANCE.
  
Review Stop Z ZONING
Rev No 1 Status F Date 02-13-2018 Cont ID  
Sent By aaponte Date 02-13-2018 Time 09:36 Rev Time 0.00
Received By aaponte Date 02-13-2018 Time 09:36 Sent To  
Notes
2018-02-13 12:12:561 - SURVEY SHALL INCLUDE TOTAL SITE'S SQUARE FOOTAGE.
 PLEASE INCLUDE THE OTHER SIDE OF PALM BEACH LAKES
 BOULEVARD AND OLIVE AVENUE ON SURVEY.
 2 - PROPOSED PORTE COCHERE IS NOT PERMITTED ALONG AN
 AVENUE.
 3 - PLEASE INDICATE LOCATION OF EXISTING BUILDING
 INMEDIATELY SOUTH OF PROPOSED PROJECT TO CONFIRM
 COMPLIANCE WITH CONTEXTUAL SETBACK.
 4 - PLEASE PROVIDE A TABLE WITH THE DETAIL CALCULATION
 FOR THE BUILDING GROSS AREA. PLEASE INCLUDE GRAPHICS
 INDICATING THE AREA COUNTED AS FAR IN EACH FLOOR, AND
 INDICATE THE AREA NOT COUNTED (MECHANICAL, PARKING,
 ETC).
 5 - LANDSCAPE PROPOSED ALONG WEST PROPERTY LINE SHALL
 CONSIDER EXISTING TREES ON ADJACENT PROPERTY.
 6 - PLEASE PROVIDE SKEMATICS TO DEMONSTRATE COMPLIANCE
 WITH ACTIVE USE REQUIREMENTS.
 7 - PLEASE PROVIDE MORE DETAIL INFORMATION FOR
 ARCHITECTURAL TREATMENT OF NON-ACTIVE USES.
 8 - BIKE PARKING SHALL BE PROVIDED. 1 SPACE/15 REQUIRED
 PARKING SPACES. ONE SHOWER FACILITY AND CHANGING ROOM
 SHALL BE PROVIDED INSIDE THE BUILDING.
 9 - PUBLIC BIKE PARKING SPACES SHALL BE PROVIDED ALONG
 THE STREET. 1/100 LINER FEET OF FRONTAGE.
 10 - PARKING SPACE WIDTH SHALL BE ADJUSTED WHEN COLUMNS
 OR OBSTRUCTIONS PRESENT.SEC 94-111(C)
 11 - PLEASE CONFIRM COMPLIANCE WITH EXPOSED PARKING
 DECK REGULATIONS.
 12 - PLEASE IDENTIFY THE CALL OUT MATERIALS ON THE
 FACADE.
 13- PLEASE SPECIFY THE GRADE ELEVATION OF THE OLIVE AVE
 OPEN SPACE, IT IS ABOVE SIDEWALK LEVEL?
 STREETSCAPE COMMENTS
 14 -DUE TO EXCESS PAVEMENT ON PALM BEACH LAKES
 BOULEVARD CITY IS LOOKING AT A LANE ELIMINATION. THE
 LANE ELIMINATION WOULD ALLOW ADDITIONAL ON-STREET
 PARKING AND ENOUGH SPACE FOR A BIKE LANE. ADDITIONAL
 BULB OUTS FOR TREE ARE ALSO AN OPTION. FURTHER
 DISUCSSION NECESSARY FOR DETAILED LAYOUT.
 15 - PROJECT IS REQUIRED TO PROVIDE DECORATIVE LIGHT
 POLES AND FIXTURES ALONG THE STREET FRONTAGE. SPEC
 SHALL MATCH CITY STANDARD. PHOTOMETHICS SHALL BE
 PROVIDED FOR THE SIDEWALK AREA.
 NOTES:
 16 - PLEASE REMOVE SHADOWS FROM DRAWINGS, IT IS
 DIFFICULT TO READ THE LINES.
 17 - PLEASE RESUBMIT DRAWINGS ADDRESSING COMMENTS, AND
 INCLUDE A LETTER RESPONDING TO EACH COMMENT.
  
  
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