Plan Review Details - Project Z18020025
Plan Review Stops For Project Z18020025
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 05-31-2018 Cont ID  
Sent By rbrown Date 05-31-2018 Time 10:15 Rev Time 0.00
Received By rbrown Date 05-31-2018 Time 10:15 Sent To  
Notes
2018-05-31 10:21:51DEVELOPMENT 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. COMMENT HAS BEEN ADDRESSED. ACCESSIBLE ROUTE FROM
 PUBLIC RIGHT-OF-WAY. SHEET SP-1, SITE PLAN, HAS BEEN
 REVISED TO SHOW A WHEELCHAIR ACCESSIBLE ROUTE TO THE
 RESTAURANT FROM THE PUBLIC SIDEWALK.
  
 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. GREASE INTERCEPTOR. A GREASE INTERCEPTOR WILL BE
 REQUIRED. PLEASE CONTACT JEFFREY ODOMS, UTILITIES O&M
 SUPERINTENDENT, PUBLIC UTILITIES DEPARTMENT, FATS OILS
 AND GREASE DIVISION, AT (561) 822-2172, 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. EACH SEPARATE BUILDING SHALL HAVE A SEPARATE
 ADDRESS. FOR STREET ADDRESSING, CONTACT MICHAEL ORIO,
 GIS SUPPORT SPECIALIST, AT (561) 494 1080, 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 03-13-2018 Cont ID  
Sent By rbrown Date 03-13-2018 Time 21:09 Rev Time 0.00
Received By rbrown Date 03-13-2018 Time 21:09 Sent To  
Notes
2018-03-13 21:16:24DEVELOPMENT 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 ROUTE FROM PUBLIC RIGHT-OF-WAY. SHEET
 SP-1, SITE PLAN DOES NOT SHOW HOW A WHEELCHAIR USER CAN
 GET TO THE RESTAURANT FROM THE PUBLIC SIDEWALK. WHEN
 SUBMITTED FOR PERMIT, THE PLANS SHALL SHOW AT LEAST ONE
 ACCESSIBLE ROUTE, COMPLYING WITH SECTIONS 206.2 AND
 402.2 OF FLORIDA ACCESSIBILITY CODE, FROM THE PUBLIC
 RIGHT-OF-WAY TO ALL ACCESSIBLE BUILDING OR FACILITY
 ENTRANCES.
  
 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. GREASE INTERCEPTOR. A GREASE INTERCEPTOR WILL BE
 REQUIRED. PLEASE CONTACT JEFFREY ODOMS, UTILITIES O&M
 SUPERINTENDENT, PUBLIC UTILITIES DEPARTMENT, FATS OILS
 AND GREASE DIVISION, AT (561) 822-2172, 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. EACH SEPARATE BUILDING SHALL HAVE A SEPARATE
 ADDRESS. FOR STREET ADDRESSING, CONTACT MICHAEL ORIO,
 GIS SUPPORT SPECIALIST, AT (561) 494 1080, 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 P Date 06-13-2018 Cont ID  
Sent By mgonzale Date 06-13-2018 Time   Rev Time 4.00
Received By mgonzale Date 06-13-2018 Time   Sent To I
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 03-14-2018 Cont ID  
Sent By mgonzale Date 03-14-2018 Time   Rev Time  
Received By mgonzale Date 03-14-2018 Time   Sent To  
Notes
2018-03-14 13:15:04#1 DEMONSTRATE HOW PARCEL(S) WILL BE SERVED WITH WATER
 AND SEWER.
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 IMPORTANT MESSAGE: 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:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 06-18-2018 Cont ID  
Sent By pleduc Date 06-18-2018 Time   Rev Time 0.00
Received By pleduc Date 06-18-2018 Time 13:15 Sent To  
Notes
2018-06-18 13:16:553RD REVIEW
  
 AFTER A REVIEW OF THE PPRC RESPONSE MEMO FROM PAUL
 GREILICH, SENIOR PLANNER, THE ATTACHMENT DATED JUNE 14,
 2018, FROM JOHNSTON GROUP, AND THE DRAWING DOCUMENTS,
 THE PREVIOUSLY SUBMITTED FIRE PREVENTION BUREAU
 COMMENTS APPEAR TO HAVE BEEN ADDRESSED.
  
 HOWEVER, THE BUREAU'S APPROVAL OF THIS SUBMITTED
 PROJECT DOES NOT CONSTITUTE ITS FINAL REVIEW OR
 APPROVAL.
  
 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
 WEST PALM BEACH FIRE RESCUE
 561-804-4709
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 05-21-2018 Cont ID  
Sent By pleduc Date 05-21-2018 Time 11:19 Rev Time 0.00
Received By pleduc Date 05-21-2018 Time 11:17 Sent To  
Notes
2018-05-21 11:19:27AFTER A REVIEW OF THE PPRC RESPONSE MEMO FROM PAUL
 GREILICH, SENIOR PLANNER, THE ATTACHMENT DATED MAY 15,
 2018, FROM JOHNSTON GROUP, AND THE DRAWING DOCUMENTS,
 THE PREVIOUSLY SUBMITTED FIRE PREVENTION BUREAU
 COMMENTS APPEAR TO HAVE BEEN ADDRESSED.
  
 HOWEVER, THE BUREAU'S APPROVAL OF THIS SUBMITTED
 PROJECT DOES NOT CONSTITUTE ITS FINAL REVIEW OR
 APPROVAL.
  
 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
 WEST PALM BEACH FIRE RESCUE
 561-804-4709
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 03-09-2018 Cont ID  
Sent By pleduc Date 03-09-2018 Time 10:53 Rev Time 0.00
Received By pleduc Date 03-09-2018 Time 10:40 Sent To  
Notes
2018-03-09 10:53:28THE 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, AND ALL ASSOCIATED FIRE CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE, PER THE FLORIDA FIRE PREVENTION CODE,
 NFPA 101.
  
 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, IF REQUIRED, TO BE 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. PROPOSED FIRE HYDRANTS AND
 FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE ACCESS
 ROADWAY TO ALLOW FREE ACCESS FOR OTHER ARRIVING
 EMERGENCY VEHICLES.
  
 9. IF REQUIRED BY THE OCCUPANCY TYPE AND OCCUPANCY LOAD
 CLACULATIONS, 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 (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS 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 P Date 06-26-2018 Cont ID  
Sent By rcaranci Date 06-26-2018 Time 16:07 Rev Time 0.00
Received By rcaranci Date 06-26-2018 Time 16:07 Sent To  
Notes
2018-06-26 16:07:33FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: SOUTHWIND PLAZA CPD Z18020025
 JUNE 26, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SATISFIED. STAFF HAS CONCERNS ABOUT THE MAINTENANCE
 OF THE EXISTING TO BE PRESERVED PARKING LOT LIVE OAK
 TREES AND NEW PROPOSED LIVE OAK TREES. THERE ARE STILL
 MAJOR LIGHTING CONFLICTS AND STAFF RECOMMENDS LOOKING
 AT OPTIONS TO UPDATE AND ADJUST THE LOCATIONS OF
 LIGHTING IN CONCERT WITH THE LANDSCAPE PLAN TO PREVENT
 CONFLICTS WITH REQUIRED TREES, AND ASSURE THE ABILITY
 TO MAINTAIN THE TREES WITH PROPER PRUNING PER SECTION
 94-446(2).
 THE PROPOSED LANDSCAPE PLAN INDICATES REPLACING LARGE
 CANOPY TREES WITH PALMS THAT DO NOT PROVIDE SHADE FOR
 THE PARKING SPACES. THIS DOES NOT MEET THE INTENT OF
 THE CODE OR THE APPROVED LANDSCAPE PLAN. AND THE
 APPLICANT NEEDS TO EXAMINE SOLUTIONS TO ADJUST THE
 LIGHTING PLACEMENT TO ACCOMMODATE THE APPROVED SPECIES
 OR EQUIVALENT.
  
 THE PLAN SUBMITTED IS MUCH IMPROVED AND PROVIDES NEW
 SUSTAINABLE POTENTIAL TREE CANOPY FOR THE PARKING
 AREAS, HOWEVER THERE ARE THREE AREAS THAT NEED FURTHER
 IMPROVEMENT:
  
 ? A REQUIRED TREE MUST BE PLACED IN THE LANDSCAPE
 TERMINAL ISLAND AT THE SOUTH END OF THE THIRD ROW OF
 PARKING WEST OF THE BANK BUILDING.
  
 ? THE SECOND ROW OF PARKING EAST OF THE PROPOSED ONE
 STORY BUILDING CANNOT EXCEED 10 SPACES IN A ROW WITHOUT
 A LANDSCAPE ISLAND OF AT LEAST 10 FEET INSIDE CURB, OR
 12 SPACES IN A ROW IF THE LANDSCAPE ISLANDS ARE 10 OR
 MORE FEET WIDE INSIDE CURB. THE NO PARKING AREA DOES
 NOT QUALIFY. THE ISLAND SHOULD BE PLACED SO THAT ROWS
 ONE AND TWO ARE SIMILAR TO ROWS THREE AND FOUR.
  
 ? ROWS FIVE AND SIX EAST OF PROPOSED ONE STORY
 BUILDING MEET THE PARKING SPACE SPACING REQUIREMENTS,
 BUT LEAVE A LARGE GAP IN THE TREE CANOPY. STAFF
 REQUESTS A SEPARATE PLAN SHOWING THE POTENTIAL TREE
 CANOPY AT MATURITY FOR EACH TREE INDICATED WITH A RED
 CIRCLE TO SHOW THE EVENTUAL CANOPY COVERAGE. THIS WILL
 BE USED TO SHOW THE PLANNING BOARD AND CITY COMMISSION
 HOW WELL THE FUTURE TREE CANOPY WILL MINIMIZE THE HEAT
 ISLAND EFFECTS FROM THE PAVED AREAS.
  
 2. SATISFIED. THE NEW DUMPSTER ENCLOSURE ADDED EAST OF
 TRACT C MUST MEET THE REQUIREMENT FOR A HEDGE ON 3 NON
 ACCESS SIDES.
 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.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 05-31-2018 Cont ID  
Sent By rcaranci Date 05-31-2018 Time 15:38 Rev Time 0.00
Received By rcaranci Date 05-31-2018 Time 15:38 Sent To  
Notes
2018-05-31 15:39:12FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: SOUTHWIND PLAZA CPD Z18020025
 MAY 31, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. PARTIALLY SATISFIED. STAFF HAS CONCERNS ABOUT THE
 MAINTENANCE OF THE EXISTING TO BE PRESERVED PARKING LOT
 LIVE OAK TREES AND NEW PROPOSED LIVE OAK TREES. THERE
 ARE STILL MAJOR LIGHTING CONFLICTS AND STAFF RECOMMENDS
 LOOKING AT OPTIONS TO UPDATE AND ADJUST THE LOCATIONS
 OF LIGHTING IN CONCERT WITH THE LANDSCAPE PLAN TO
 PREVENT CONFLICTS WITH REQUIRED TREES, AND ASSURE THE
 ABILITY TO MAINTAIN THE TREES WITH PROPER PRUNING PER
 SECTION 94-446(2).
 THE PROPOSED LANDSCAPE PLAN INDICATES REPLACING LARGE
 CANOPY TREES WITH PALMS THAT DO NOT PROVIDE SHADE FOR
 THE PARKING SPACES. THIS DOES NOT MEET THE INTENT OF
 THE CODE OR THE APPROVED LANDSCAPE PLAN. AND THE
 APPLICANT NEEDS TO EXAMINE SOLUTIONS TO ADJUST THE
 LIGHTING PLACEMENT TO ACCOMMODATE THE APPROVED SPECIES
 OR EQUIVALENT.
  
 THE PLAN SUBMITTED IS MUCH IMPROVED AND PROVIDES NEW
 SUSTAINABLE POTENTIAL TREE CANOPY FOR THE PARKING
 AREAS, HOWEVER THERE ARE THREE AREAS THAT NEED FURTHER
 IMPROVEMENT:
  
 ? A REQUIRED TREE MUST BE PLACED IN THE LANDSCAPE
 TERMINAL ISLAND AT THE SOUTH END OF THE THIRD ROW OF
 PARKING WEST OF THE BANK BUILDING.
  
 ? THE SECOND ROW OF PARKING EAST OF THE PROPOSED ONE
 STORY BUILDING CANNOT EXCEED 10 SPACES IN A ROW WITHOUT
 A LANDSCAPE ISLAND OF AT LEAST 10 FEET INSIDE CURB, OR
 12 SPACES IN A ROW IF THE LANDSCAPE ISLANDS ARE 10 OR
 MORE FEET WIDE INSIDE CURB. THE NO PARKING AREA DOES
 NOT QUALIFY. THE ISLAND SHOULD BE PLACED SO THAT ROWS
 ONE AND TWO ARE SIMILAR TO ROWS THREE AND FOUR.
  
 ? ROWS FIVE AND SIX EAST OF PROPOSED ONE STORY
 BUILDING MEET THE PARKING SPACE SPACING REQUIREMENTS,
 BUT LEAVE A LARGE GAP IN THE TREE CANOPY. STAFF
 REQUESTS A SEPARATE PLAN SHOWING THE POTENTIAL TREE
 CANOPY AT MATURITY FOR EACH TREE INDICATED WITH A RED
 CIRCLE TO SHOW THE EVENTUAL CANOPY COVERAGE. THIS WILL
 BE USED TO SHOW THE PLANNING BOARD AND CITY COMMISSION
 HOW WELL THE FUTURE TREE CANOPY WILL MINIMIZE THE HEAT
 ISLAND EFFECTS FROM THE PAVED AREAS.
  
 2. THE NEW DUMPSTER ENCLOSURE ADDED EAST OF TRACT C
 MUST MEET THE REQUIREMENT FOR A HEDGE ON 3 NON ACCESS
 SIDES.
  
  
 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.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 03-12-2018 Cont ID  
Sent By rcaranci Date 03-12-2018 Time 13:04 Rev Time 0.00
Received By rcaranci Date 03-12-2018 Time 13:04 Sent To  
Notes
2018-03-12 13:05:24FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 MEMO TO FILE
 PROJECT: SOUTHWIND PLAZA CPD Z18020025
 MARCH 12, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. STAFF HAS CONCERNS ABOUT THE MAINTENANCE OF THE
 EXISTING TO BE PRESERVED PARKING LOT LIVE OAK TREES AND
 NEW PROPOSED LIVE OAK TREES. THERE ARE STILL MAJOR
 LIGHTING CONFLICTS AND STAFF RECOMMENDS LOOKING AT
 OPTIONS TO UPDATE AND ADJUST THE LOCATIONS OF LIGHTING
 IN CONCERT WITH THE LANDSCAPE PLAN TO PREVENT CONFLICTS
 WITH REQUIRED TREES, AND ASSURE THE ABILITY TO MAINTAIN
 THE TREES WITH PROPER PRUNING PER SECTION 94-446(2).
 THE PROPOSED LANDSCAPE PLAN INDICATES REPLACING LARGE
 CANOPY TREES WITH PALMS THAT DO NOT PROVIDE SHADE FOR
 THE PARKING SPACES. THIS DOES NOT MEET THE INTENT OF
 THE CODE OR THE APPROVED LANDSCAPE PLAN. AND THE
 APPLICANT NEEDS TO EXAMINE SOLUTIONS TO ADJUST THE
 LIGHTING PLACEMENT TO ACCOMMODATE THE APPROVED SPECIES
 OR EQUIVALENT.
  
  
  
 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.
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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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   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 3 Status P Date 07-10-2018 Cont ID  
Sent By tward Date 07-10-2018 Time 13:47 Rev Time 0.00
Received By tward Date 07-10-2018 Time 13:47 Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 2 Status P Date 05-17-2018 Cont ID  
Sent By tward Date 05-17-2018 Time 13:06 Rev Time 0.00
Received By tward Date 05-17-2018 Time 13:09 Sent To  
Notes
2018-05-17 13:09:39THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 5/16/2018 SUBMITTAL PACKAGE.
  
 1. DRAINAGE EASEMENT ADJACENT TO THE NEW RESTAURANT
 SITE NEEDS TO BE REVISED.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status P Date 03-09-2018 Cont ID  
Sent By tward Date 03-09-2018 Time 13:54 Rev Time 0.00
Received By tward Date 03-09-2018 Time 13:55 Sent To  
Notes
2018-03-09 13:55:48THE 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 REVISED 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 3 Status P Date 07-02-2018 Cont ID  
Sent By vnoel Date 07-02-2018 Time 11:23 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2018-07-02 11:24:39MODIFIED THE CONDITION OF UNITY OF TITLE BEING RECORDED
 OVER ONLY THE MAIN PARCEL, PCN # 74424301150000010
 PRIOR TO BUILDING PERMIT.
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 05-30-2018 Cont ID  
Sent By vnoel Date 05-30-2018 Time 10:12 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2018-05-30 10:12:52PASSED WITH CONDITION OF UNITY OF TITLE BEING RECORDED
 PRIOR TO BUILDING PERMIT.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 03-13-2018 Cont ID  
Sent By vnoel Date 03-13-2018 Time 07:12 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2018-03-13 07:14:241. NO PRELIMINARY ENGINEERING PLANS RECEIVED.
 2. UNITY OF TITLE SHOULD BE RECORDED FOR THE ENTIRE
 SITE. APPLICATION IS MADE THROUGH ENGINEERING SERVICES.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date   Cont ID  
Sent By   Date 06-20-2018 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2018-06-20 17:31:15Z18020025_SOUTHWIND_CPD (JUNE 14, 2018)
  
 TRAFFIC STUDY COMMENTS:
 - IN TABLE 5, PLEASE ALSO SUMMARIZE THE EB THROUGH AND
 RIGHT-TURN VEHICLE QUEUE LENGTHS. THE 95TH-PERCENTILE
 EB RIGHT-TURN QUEUE IS EXPECTED TO BE LONGER THAN THE
 EXISTING STORAGE LENGTH. THE QUEUE SPILLBACK WILL ADD
 TO THE EB THROUGH VEHICLE QUEUE WHICH WILL FURTHER
 AFFECT VEHICLES EXITING THE DRIVEWAYS. ALSO, THE WB
 LEFT-TURN QUEUE IS SHOWN AS GREATER THAN 2,000 FEET
 DURING PM PEAK HOUR. PLEASE VERIFY AND REVISE.
 - INDICATE THE SOURCE OF THE CRASH DATA.
 - ON PAGE 12 UNDER CRASH DATA REVIEW, SOME OF THE
 CRASHES ON THE WEST LEG OF 45TH STREET APPROACHING THE
 INTERSECTION ARE NOT INCLUDED IN THE SUMMARY. FOR
 EXAMPLE, THE "NORTH LEFT REAR" AND "NORTH-EAST RIGHT
 ANGLE" CRASHES APPEARED TO INVOLVE VEHICLES EXITING THE
 EXISTING SITE DRIVEWAY, BUT ARE NOT INCLUDED IN THE
 SUMMARY. PLEASE VERIFY AND REVISE.
 - IN THE VOLUME DEVELOPMENT SHEET FOR 45TH
 STREET/MEDIAN OPENING DRIVEWAY AND 45TH STREET/MILITARY
 TRAIL, THE BACKGROUND GROWTH FOR AM PEAK HOUR IS NOT
 THE MAXIMUM OF "COMMITTED + 1% GROWTH" OR "HISTORIC
 GROWTH". PLEASE REVISE.
 - IN THE VOLUME DEVELOPMENT SHEET FOR 45TH
 STREET/MEDIAN OPENING DRIVEWAY, INCLUDE VEHICULAR
 PASS-BY TRIP REDUCTION FOR THROUGH VOLUMES ALONG 45TH
 STREET.
 - IN THE ATTACHMENTS, THE HCM ANALYSES WITH PROPOSED
 SECOND NB RIGHT-TURN LANE AT 45TH STREET/MILITARY TRAIL
 ARE INCLUDED. PLEASE CLARIFY IF THE DEVELOPER PROPOSES
 TO MAKE THIS IMPROVEMENT. IF SO, PLEASE DISCUSS IN THE
 REPORT.
 - THE GREEN TIMES USED IN THE HCM ANALYSIS AT 45TH
 STREET/MILITARY TRAIL DURING PM PEAK HOUR ARE NOT
 CONSISTENT WITH THE TIMING SHEET. FOR EXAMPLE, A GREEN
 TIME OF 40 SECONDS WAS USED FOR THE EB LEFT-TURN
 MOVEMENT WHILE THE TIMING SHEET SHOWS 17 SECONDS; A
 GREEN TIME OF 17 SECONDS WAS USED FOR THE WB LEFT-TURN
 MOVEMENT WHILE THE TIMING SHEET SHOWS 40 SECONDS.
 PLEASE REVISE. PLEASE ALSO REVISE THE QUEUING ANALYSIS
 WITH THE REVISED GREEN TIMES.
 - ALTHOUGH THE CRASH FREQUENCY AT THE EXISTING
 DRIVEWAYS IS NOT HIGHER THAN OTHER FACILITIES OF
 SIMILAR TYPE BASED ON HISTORICAL CRASH DATA, THE
 VEHICULAR VOLUMES AT THE DRIVEWAYS ARE EXPECTED TO
 INCREASE OVER 31% WITH THE PROPOSED DEVELOPMENT. THE
 CRASH FREQUENCY MAY CHANGE WITH THE PROPOSED
 DEVELOPMENT.
 - COORDINATE WITH FDOT AND CONSTRUCT A DIRECTIONAL
 MEDIAN OPENING AT THE SOUTHERNMOST DRIVEWAY ON MILITARY
 TRAIL. THIS WILL ELIMINATE APPROXIMATELY 70 NB U-TURN
 VEHICLES PER HOUR AT 45TH STREET/MILITARY TRAIL AND
 IMPROVE INTERSECTION OPERATIONS. PROVIDE FDOT DRIVEWAY
 PERMIT/PRE-APPLICATION APPROVAL ASSOCIATED WITH THIS
 IMPROVEMENT.
 - THE NB LEFT-TURN MOVEMENT AT 45TH STREET/MEDIAN
 OPENING DRIVEWAY IS EXPECTED TO HAVE A DELAY OF OVER
 3.5 MINUTES PER THE ANALYSES. DRIVERS MAY BECOME
 IMPATIENT AND TAKE SMALLER GAPS TO MAKE THAT MANEUVER,
 CAUSING SAFETY CONCERN. PLEASE CONDUCT A TRAFFIC SIGNAL
 WARRANT ANALYSIS AT 45TH STREET/MEDIAN OPENING DRIVEWAY
 FOR BOTH SCENARIOS WITH AND WITHOUT THE EASTERNMOST
 DRIVEWAY. FOR THE SCENARIO WITHOUT THE EASTERNMOST
 DRIVEWAY, THE VEHICULAR TRAFFIC VOLUMES USING THE
 EASTERNMOST DRIVEWAY WOULD BE REDIRECTED TO THE MAIN
 DRIVEWAY. THIS SHOULD BE REFLECTED IN THE SIGNAL
 WARRANT ANALYSIS. SHOULD PALM BEACH COUNTY DETERMINE
 THAT A TRAFFIC SIGNAL IS WARRANTED, THE DEVELOPER MAY
 BE REQUIRED TO REMOVE THE EASTERNMOST DRIVEWAY.
 SITE PLAN COMMENTS:
 - PROVIDE DIRECT ACCESSIBLE PEDESTRIAN CONNECTION
 BETWEEN THE FAST FOOD RESTAURANT AND THE EXISTING
 RETAIL BUILDING, BETWEEN THE EXISTING BANK AND EXISTING
 RETAIL BUILDING, AND BETWEEN THE PROPOSED BUS STOP AND
 THE EXISTING RETAIL BUILDING. NARROW THE INTERNAL
 ROADWAY CONNECTING TO THE EASTERNMOST DRIVEWAY AND
 PROVIDE WIDER SIDEWALK FOR THE PEDESTRIAN CONNECTION
 FROM/TO THE PROPOSED BUS STOP.
 - PROVIDE CROSS ACCESS EASEMENT FOR FUTURE VEHICLE
 CONNECTION POINT TO THE PROPERTY TO THE WEST PER CODE
 SECTION 94-312(2)C, AND INDICATE ON THE SITE PLAN THE
 LOCATION OF THE PROPOSED CROSS ACCESS EASEMENT.
  
 ERIK D. FERGUSON, P.E.
 CITY TRANSPORTATION ENGINEER
  
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2018-05-25 14:22:14THE RESPONSE LETTER FROM THE APPLICANT DATED MAY 15,
 2018 DID NOT INCLUDE ANY RESPONSES TO TRAFFIC
 ENGINEERING'S COMMENTS. OUR COMMENTS FROM THE FIRST
 REVIEW ARE COPIED BELOW:
  
 SOUTH WIND PLAZA TRAFFIC STUDY (DATED JANUARY 26, 2018)
 COMMENTS:
 - PROVIDE APPROVAL LETTER FROM PALM BEACH COUNTY ON
 TRAFFIC CONCURRENCY
 - PROVIDE BUILD-OUT YEAR OF THE DEVELOPMENT
 - REVISE THE TRAFFIC STUDY TO COMPLY WITH THE CITY?S
 TRAFFIC PERFORMANCE STANDARDS, WHICH ARE DOCUMENTED IN
 CITY CODE SECTION 94-311
 - INCLUDE AN EVALUATION OF THE REQUIREMENT FOR A
 TRAFFIC STUDY PER SECTION 94-311(C), AND DETERMINE THE
 RADIUS OF DEVELOPMENT INFLUENCE PER SECTION
 94-311(D)(4)F
 - INCLUDE ACCIDENT DATA PER SECTION 94-311(D)(3)I TO
 DETERMINE HAZARDOUS INTERSECTIONS AT 45TH
 STREET/MILITARY TRAIL AND 45TH STREET/FULL ACCESS
 - INCLUDE HCM OPERATIONAL ANALYSIS AT 45TH
 STREET/MILITARY TRAIL AND 45TH STREET/FULL ACCESS
 DRIVEWAY. ALSO, DETERMINE IF THE WB LEFT-TURN LANE
 STORAGE AT 45TH STREET/FULL ACCESS DRIVEWAY IS
 SUFFICIENT TO ACCOMMODATE THE INCREASE IN TRAFFIC
 - THE TRAFFIC STUDY INDICATES THE TOTAL APPROVED
 INTENSITY OF 146,261 SQUARE FEET OF RETAIL, BUT THE
 PROJECT NARRATIVE/JUSTIFICATION STATEMENT INDICATES
 130,436 SQUARE FEET. PLEASE CLARIFY AND REVISE.
 - IN TABLE 4, THE PROJECT TRAFFIC VOLUMES SHOULD BE
 BASED ON ?PROPOSED MINUS EXISTING? TRIPS INSTEAD OF
 ?PROPOSED MINUS VESTED? TRIPS. PLEASE REVISE
 SITE PLAN (RECEIVED ON FEB 14, 2018) COMMENTS:
 - EXISTING CURB RAMPS AT 45TH STREET DRIVEWAYS AREN?T
 ADA COMPLIANT. UPGRADE CURB RAMPS.
 - INCLUDE SIGNING AND PAVEMENT MARKING PLAN FOR THE
 SITE SO THAT WE CAN REVIEW THE SITE CIRCULATION
 - THE PROPOSED SITE HAS 3 DRIVEWAYS ON 45TH STREET.
 HOWEVER, ONLY 2 ACCESS POINTS ARE ALLOWED ONTO EACH
 RIGHT-OF-WAY PER CITY CODE SECTION 94-312(1)A
 - DO NOT REMOVE THE MEDIAN NOSE AT THE FULL ACCESS
 DRIVEWAY ON 45TH STREET AS THIS WILL INCREASE VEHICLE
 CONFLICT
 - REVISE THE EXISTING EAST-WEST CIRCULATION ROADWAY TO
 FURTHER SOUTH AND AWAY FROM 45TH STREET IN ORDER TO
 PROVIDE LONGER DRIVEWAY LENGTH AT ALL DRIVEWAYS
 - PROVIDE ACCESSIBLE PEDESTRIAN CONNECTION FROM 45TH
 STREET AND MILITARY TRAIL TO THE EXISTING AND PROPOSED
 LAND USES
 - SHOW PEDESTRIAN CIRCULATION FROM THE 36 NEW PARKING
 SPACES, WHICH ARE LOCATED AT THE BACK OF THE EXISTING
 BUILDING, TO THE STORE ENTRANCES
 - PROVIDE AUTOTURN EXHIBIT FOR THE DRIVE-THROUGH LANE
 FOR THE PROPOSED FAST FOOD RESTAURANT
 - DIMENSION THE PARKING ANGLE FOR THE ANGLE PARKING
 SPACES BY THE PROPOSED FAST FOOD RESTAURANTS, AND MAKE
 SURE THE AISLE WIDTH AND OTHER DIMENSIONS MEET THE CITY
 CODE SECTION 94-485(J)(2)
 - COORDINATE WITH PALM TRAN TO PROVIDE BUS SHELTER FOR
 THE EXISTING BUS STOP ON 45TH STREET
 - CONSIDER ROTATING THE PROPOSED RETAIL BUILDING SO
 THAT ITS LONGER LENGTH IS PARALLEL TO 45TH STREET AND
 PROVIDING AN EAST-WEST CIRCULATION ROADWAY LOCATED
 SOUTH BEHIND THE BUILDINGS.
 - CONSIDER PROVIDING A WIDE MULTI-USE PATH ALONG 45TH
 STREET FRONTAGE INSTEAD OF THE EXISTING NARROW
 SIDEWALK.
 - EAST ? WEST CIRCULATION ROAD, CONSIDER PROVIDING A
 FUTURE CONNECTION POINT TO THE PROPERTY TO THE WEST.
 - CHANGES TO THE EAST-WEST CIRCULATION ROAD ARE
 SUPPORTED BY THE FOLLOWING ELEMENTS IN THE CITY?S
 COMPREHENSIVE PLAN:
 O POLICY 2.3.2(A): THE CITY SHALL REDUCE THE NEED FOR
 WIDENING MAJOR AND MINOR THOROUGHFARES BY ENCOURAGING
 THE PLACEMENT OF A WELL INTER-CONNECTED SYSTEM OF
 STREETS. WHERE AN INTERCONNECTED SYSTEM BECOMES
 POSSIBLE, CARE SHOULD BE GIVEN TO A COMMUNITY'S QUALITY
 OF LIFE, THE AMOUNT OF THROUGH-TRAFFIC, THE IMPACTS ON
 SAFETY, AND OVERALL SECURITY.
 O POLICY 2.3.2(B): THE CITY SHALL DISCOURAGE THE USE OF
 DEAD-END STREETS, LOOP STREETS, AND OVERSIZED BLOCKS IN
 FAVOR OF THROUGH-STREETS AND SHORTER BLOCKS; PROVIDE
 CUT-THROUGHS FOR PEDESTRIAN ACCESS TO TRANSIT; AND
 PROMOTE LANDSCAPING OF RIGHTS-OF-WAY.
 O POLICY 2.3.2(C): THE CITY SHALL ENCOURAGE NEW
 DEVELOPMENTS TO INCLUDE: 1) AN INTERCONNECTED SYSTEM OF
 STREETS IN THEIR DEVELOPMENT PLANS WHICH CONSIDER
 APPROPRIATE ADJACENT PARCELS WITH POTENTIAL FOR FUTURE
 COMPATIBLE DEVELOPMENTS; 2) STUB STREETS THAT CONNECT
 TO ADJACENT UNDEVELOPED PARCELS WITH A POTENTIAL FOR
 FUTURE DEVELOPMENTS; AND 3) STUB STREETS THAT TIE INTO
 EXISTING ADJACENT STUB STREETS.
  
 ERIK D. FERGUSON, PE
 CITY TRANSPORTATION ENGINEER
 561-494-102
 [email protected]
  
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 03-13-2018 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2018-03-13 17:52:14SOUTH WIND PLAZA TRAFFIC STUDY (DATED JANUARY 26, 2018)
 COMMENTS:
 - PROVIDE APPROVAL LETTER FROM PALM BEACH COUNTY ON
 TRAFFIC CONCURRENCY
 - PROVIDE BUILD-OUT YEAR OF THE DEVELOPMENT
 - REVISE THE TRAFFIC STUDY TO COMPLY WITH THE CITY?S
 TRAFFIC PERFORMANCE STANDARDS, WHICH ARE DOCUMENTED IN
 CITY CODE SECTION 94-311
 - INCLUDE AN EVALUATION OF THE REQUIREMENT FOR A
 TRAFFIC STUDY PER SECTION 94-311(C), AND DETERMINE THE
 RADIUS OF DEVELOPMENT INFLUENCE PER SECTION
 94-311(D)(4)F
 - INCLUDE ACCIDENT DATA PER SECTION 94-311(D)(3)I TO
 DETERMINE HAZARDOUS INTERSECTIONS AT 45TH
 STREET/MILITARY TRAIL AND 45TH STREET/FULL ACCESS
 - INCLUDE HCM OPERATIONAL ANALYSIS AT 45TH
 STREET/MILITARY TRAIL AND 45TH STREET/FULL ACCESS
 DRIVEWAY. ALSO, DETERMINE IF THE WB LEFT-TURN LANE
 STORAGE AT 45TH STREET/FULL ACCESS DRIVEWAY IS
 SUFFICIENT TO ACCOMMODATE THE INCREASE IN TRAFFIC
 - THE TRAFFIC STUDY INDICATES THE TOTAL APPROVED
 INTENSITY OF 146,261 SQUARE FEET OF RETAIL, BUT THE
 PROJECT NARRATIVE/JUSTIFICATION STATEMENT INDICATES
 130,436 SQUARE FEET. PLEASE CLARIFY AND REVISE.
 - IN TABLE 4, THE PROJECT TRAFFIC VOLUMES SHOULD BE
 BASED ON ?PROPOSED MINUS EXISTING? TRIPS INSTEAD OF
 ?PROPOSED MINUS VESTED? TRIPS. PLEASE REVISE
 SITE PLAN (RECEIVED ON FEB 14, 2018) COMMENTS:
 - EXISTING CURB RAMPS AT 45TH STREET DRIVEWAYS AREN?T
 ADA COMPLIANT. UPGRADE CURB RAMPS.
 - INCLUDE SIGNING AND PAVEMENT MARKING PLAN FOR THE
 SITE SO THAT WE CAN REVIEW THE SITE CIRCULATION
 - THE PROPOSED SITE HAS 3 DRIVEWAYS ON 45TH STREET.
 HOWEVER, ONLY 2 ACCESS POINTS ARE ALLOWED ONTO EACH
 RIGHT-OF-WAY PER CITY CODE SECTION 94-312(1)A
 - DO NOT REMOVE THE MEDIAN NOSE AT THE FULL ACCESS
 DRIVEWAY ON 45TH STREET AS THIS WILL INCREASE VEHICLE
 CONFLICT
 - REVISE THE EXISTING EAST-WEST CIRCULATION ROADWAY TO
 FURTHER SOUTH AND AWAY FROM 45TH STREET IN ORDER TO
 PROVIDE LONGER DRIVEWAY LENGTH AT ALL DRIVEWAYS
 - PROVIDE ACCESSIBLE PEDESTRIAN CONNECTION FROM 45TH
 STREET AND MILITARY TRAIL TO THE EXISTING AND PROPOSED
 LAND USES
 - SHOW PEDESTRIAN CIRCULATION FROM THE 36 NEW PARKING
 SPACES, WHICH ARE LOCATED AT THE BACK OF THE EXISTING
 BUILDING, TO THE STORE ENTRANCES
 - PROVIDE AUTOTURN EXHIBIT FOR THE DRIVE-THROUGH LANE
 FOR THE PROPOSED FAST FOOD RESTAURANT
 - DIMENSION THE PARKING ANGLE FOR THE ANGLE PARKING
 SPACES BY THE PROPOSED FAST FOOD RESTAURANTS, AND MAKE
 SURE THE AISLE WIDTH AND OTHER DIMENSIONS MEET THE CITY
 CODE SECTION 94-485(J)(2)
 - COORDINATE WITH PALM TRAN TO PROVIDE BUS SHELTER FOR
 THE EXISTING BUS STOP ON 45TH STREET
 - CONSIDER ROTATING THE PROPOSED RETAIL BUILDING SO
 THAT ITS LONGER LENGTH IS PARALLEL TO 45TH STREET AND
 PROVIDING AN EAST-WEST CIRCULATION ROADWAY LOCATED
 SOUTH BEHIND THE BUILDINGS.
 - CONSIDER PROVIDING A WIDE MULTI-USE PATH ALONG 45TH
 STREET FRONTAGE INSTEAD OF THE EXISTING NARROW
 SIDEWALK.
 - EAST ? WEST CIRCULATION ROAD, CONSIDER PROVIDING A
 FUTURE CONNECTION POINT TO THE PROPERTY TO THE WEST.
 - CHANGES TO THE EAST-WEST CIRCULATION ROAD ARE
 SUPPORTED BY THE FOLLOWING ELEMENTS IN THE CITY?S
 COMPREHENSIVE PLAN:
 O POLICY 2.3.2(A): THE CITY SHALL REDUCE THE NEED FOR
 WIDENING MAJOR AND MINOR THOROUGHFARES BY ENCOURAGING
 THE PLACEMENT OF A WELL INTER-CONNECTED SYSTEM OF
 STREETS. WHERE AN INTERCONNECTED SYSTEM BECOMES
 POSSIBLE, CARE SHOULD BE GIVEN TO A COMMUNITY'S QUALITY
 OF LIFE, THE AMOUNT OF THROUGH-TRAFFIC, THE IMPACTS ON
 SAFETY, AND OVERALL SECURITY.
 O POLICY 2.3.2(B): THE CITY SHALL DISCOURAGE THE USE OF
 DEAD-END STREETS, LOOP STREETS, AND OVERSIZED BLOCKS IN
 FAVOR OF THROUGH-STREETS AND SHORTER BLOCKS; PROVIDE
 CUT-THROUGHS FOR PEDESTRIAN ACCESS TO TRANSIT; AND
 PROMOTE LANDSCAPING OF RIGHTS-OF-WAY.
 O POLICY 2.3.2(C): THE CITY SHALL ENCOURAGE NEW
 DEVELOPMENTS TO INCLUDE: 1) AN INTERCONNECTED SYSTEM OF
 STREETS IN THEIR DEVELOPMENT PLANS WHICH CONSIDER
 APPROPRIATE ADJACENT PARCELS WITH POTENTIAL FOR FUTURE
 COMPATIBLE DEVELOPMENTS; 2) STUB STREETS THAT CONNECT
 TO ADJACENT UNDEVELOPED PARCELS WITH A POTENTIAL FOR
 FUTURE DEVELOPMENTS; AND 3) STUB STREETS THAT TIE INTO
 EXISTING ADJACENT STUB STREETS.
  
 ERIK D. FERGUSON, PE
 CITY TRANSPORTATION ENGINEER
 561-494-102
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 05-30-2018 Time   Rev Time 0.00
Received By pgreilic Date 05-30-2018 Time 16:31 Sent To  
Notes
2018-05-30 16:32:41PASSED WITH CONDITIONS
  
 1.) PROVIDE A TRAFFIC CONCURRENCY LETTER FROM PALM
 BEACH COUNTY INDICATING THAT THE PROPOSED PROJECT WILL
 HAVE NO NEGATIVE IMPACT TO THE TRAFFIC PERFORMANCE OF
 ROADWAYS WITHIN THE COUNTY.
  
 2.) ALL PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE THE TOTAL CONSTRUCTION COSTS
 ARE EQUAL OR GREATER THAN $750,000 IS SUBJECT TO THE
 ART IN PUBLIC PLACES REQUIREMENTS OF CHAPTER 78,
 ARTICLE V, OF THE CITY?S CODE OF ORDINANCES. CONTACT
 SYBILLE WELTER @ 561-822-1521 OR [email protected] FOR
 ADDITIONAL INFORMATION. PROVIDE DOCUMENTATION THAT
 PROCESS HAS BEEN INITIATED.
  
 INSTRUCTIONS FOR RESUBMITTAL
 *PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN WRITTEN
 FORMAT
 *WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF ELEVEN
 (11) COPIES, ONE REDUCED COPY IN 8.5X11, ONE SET IN
 11X17 AND AN ELECTRONIC COPY OF ALL PLANS. PLEASE NOTE
 THAT THE CHANGES ON THE RESUBMITTED PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.*PLEASE NOTE THAT YOU WILL
 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 PERCENT OF THE
 ORIGINAL APPLICATION FEE.
 *CONTACT PAUL GREILICH @ 561-822-1443 OR
 [email protected] FOR ANY QUESTIONS.
  
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 03-13-2018 Time   Rev Time 0.00
Received By pgreilic Date 03-13-2018 Time 16:03 Sent To  
Notes
2018-03-13 16:12:39SOUTHWIND MAJOR PD AMENDMENT
 PB794D
 Z18020024
  
 1.) PROVIDE LETTERS FROM ALL OF THE FOLLOWING PUBLIC
 UTILITIES CONFIRMING THAT THE PROPOSED PROJECT DOES NOT
 ENCROACH INTO THEIR EASEMENTS OR OTHERWISE INTERFERE
 WITH THE PROVISION OF THEIR SERVICES: AT&T, FPU, FPL,
 AND COMCAST.
 2.) PROVIDE A TRAFFIC CONCURRENCY LETTER FROM PALM
 BEACH COUNTY INDICATING THAT THE PROPOSED PROJECT WILL
 HAVE NO NEGATIVE IMPACT TO THE TRAFFIC PERFORMANCE OF
 ROADWAYS WITHIN THE COUNTY. THEORETICALLY, TRIPS SHOULD
 BE VESTED; HOWEVER, STAFF WOULD LIKE A CONFIRMATION
 LETTER FROM THE COUNTY.
 3.) THERE IS A PALM TRAN BUS STOP WITH PEDESTRIAN BENCH
 LOCATED ALONG 45TH STREET. THE APPLICANT SHALL
 COORDINATE WITH PALM TRAN TO DETERMINE IF ADDITIONAL
 IMPROVEMENTS ARE NEEDED (I.E. EASEMENT TO PROVIDE BUS
 SHELTER). WRITTEN DOCUMENTATION OF THE COORDINATION
 FROM PALM TRAN AND WHETHER OR NOT IMPROVEMENTS WILL BE
 REQUIRED SHALL BE PROVIDED TO STAFF.
 4.) HAS APPLICANT EXPLORED THE INCLUSION OF THE VACANT
 PARCEL TO THE SOUTH OR PROVIDING AN EASEMENT TO
 ESTABLISH A PEDESTRIAN LINK FROM THE BALLPARK OF THE
 PALM BEACHES TO THE PLAZA?
 5.) ALL PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE THE TOTAL CONSTRUCTION COSTS
 ARE EQUAL OR GREATER THAN $750,000 IS SUBJECT TO THE
 ART IN PUBLIC PLACES REQUIREMENTS OF CHAPTER 78,
 ARTICLE V, OF THE CITY?S CODE OF ORDINANCES. CONTACT
 SYBILLE WELTER @ 561-822-1521 OR [email protected] FOR
 ADDITIONAL INFORMATION.
 6.) PROJECT NARRATIVE STATES THAT THE SITE SHOULD
 FUNCTION AS ONE OVERALL DEVELOPMENT WITH CROSS ACCESS
 AND SHARED PARKING. PLEASE PROVIDE ADDITIONAL
 CROSSWALKS/PEDESTRIAN CONNECTIONS FROM ALL PARKING
 BAYS, EXISTING AND PROPOSED BUILDINGS AND PERIMETER
 SIDEWALK CONNECTIONS. CONSIDER A PEDESTRIAN ROUTE THAT
 DIRECTLY CONNECTS THE EXISTING BANK WITH PARKING BAYS
 AND PROPOSED FAST FOOD RESTAURANT AND PROPOSED RETAIL
 BUILDING. THIS COULD BE DONE IN CONJUNCTION WITH THE
 PROPOSED REDESIGN/WIDENING OF SEVERAL OF THE LANDSCAPE
 ISLANDS.
 7.) ANY PROPOSED RECONFIGURATION OF EXISTING LANDSCAPE
 ISLANDS SHOULD MINIMIZE CONFLICTS WITH
 EXISTING/PROPOSED LANDSCAPING AND LIGHTING. FUTURE
 REVISIONS SHOULD RECONCILE LANDSCAPING AND LIGHTING
 LOCATIONS.
 8.) CONSIDER REDUCING THE DEPTH OF PARKING SPACES BY
 INCLUDING A 2-FOOT GRASS OVERHANG. THE CURB WOULD
 FUNCTION AS WHEEL STOPS. ALSO CONSIDER THE INCLUSION OF
 SMALL CAR SPACES TO REDUCE OVERALL IMPERVIOUS SURFACE
 AREA. UP TO 30% OF SPACES MAY BE DESIGNATED FOR SMALL
 CAR USE
 9.) STAFF HAS CONCERNS REGARDING POTENTIAL VEHICLE
 CONFLICTS AS A RESULT OF THE PROPOSED MEDIAN NOSE
 REMOVAL EAST OF THE PROPOSED FAST FOOD RESTAURANT
 10.) CONSIDER LOCATING PROPOSED BUILDINGS ADJACENT TO
 THE 45TH STREET FRONTAGE
 11.) PROVIDE CURRENT CITY OF WEST PALM BEACH BIKE RACK
 AND PARKING DETAILS
 12.) INCLUDE A SAFE PEDESTRIAN CONNECTION FROM THE
 PROPOSED EMPLOYEE PARKING AREA TO RETAIL BUILDING
  
 INSTRUCTIONS FOR RESUBMITTAL
  
 *PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN WRITTEN
 FORMAT
  
 *WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF ELEVEN
 (11) COPIES, ONE REDUCED COPY IN 8.5X11, ONE SET IN
 11X17 AND AN ELECTRONIC COPY OF ALL PLANS. PLEASE NOTE
 THAT THE CHANGES ON THE RESUBMITTED PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 *PLEASE NOTE THAT YOU WILL 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 PERCENT OF THE ORIGINAL APPLICATION FEE.
  
 *CONTACT PAUL GREILICH @ 561-822-1443 OR
 [email protected] FOR ANY QUESTIONS.
  
  
  
  
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