Plan Review Details - Project Z18020024
Plan Review Stops For Project Z18020024
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 07-10-2018 Cont ID  
Sent By rbrown Date 07-10-2018 Time 17:06 Rev Time 0.00
Received By rbrown Date 07-10-2018 Time 17:05 Sent To  
Notes
2018-07-10 17:48:42DEVELOPMENT 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. LOCATION OF ACCESSIBLE PARKING SPACES. SITE PLAN
 SHEET C7 SHOWS REGULAR PARKING SPACES LOCATED CLOSER TO
 THE BUILDING ENTRANCE THAN THE ACCESSIBLE PARKING
 SPACES. THE ACCESSIBLE PARKING SPACES SHALL BE
 RELOCATED SO THAT THEY ARE THE CLOSEST PARKING SPACES
 TO THE BUILDING ENTRANCE. 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. THE RESPONSE LETTER DATED 7/2/18 FROM ZACH
 THORNTON, P.E., IS NOTED. THANK YOU. THE FAILED STATUS
 OF THIS REVIEW WILL BE CHANGED TO "PASS" UPON RECEIPT
 AND REVIEW OF THE FOLLOWING LETTER. PLEASE PROVIDE A
 SEPARATE LETTER, EXPLAINING CONSIDERATION OF THE RAISED
 ACCESS AISLE OPTION AND THE CONCERNS ABOUT WHEEL STOPS
 AT THE ACCESSIBLE PARKING SPACES BEING A TRIP HAZARD,
 SO THAT THE LETTER CAN BE REVIEWED NOW FOR INCLUSION IN
 THE RECORD WHEN THE PLANS ARE SUBMITTED FOR PERMIT. THE
 LETTER WILL BE KEPT IN THE PERMIT RECORDS IN CASE ANY
 ADA COMPLAINTS ARE FILED AND PERMIT RECORDS REQUESTED.
 THERE IS NO NEED TO INCLUDE THE OTHER POINTS IN THE
 SUBMITTED COMMENT RESPONSE LETTER BECAUSE ADA SIGNAGE
 COULD HAVE BEEN MOUNTED ON THE BUILDING AT THE REQUIRED
 HEIGHT INSTEAD OF USING POLES, LOSS OF A PARKING SPACE
 IS NOT JUSTIFICATION FOR NOR MEETING ACCESSIBILITY
 REQUIREMENTS, AND COMPARISON OF THIS PARKING LOT TO "A
 LARGE SHOPPING CENTER", ESPECIALLY WITHOUT CITING A
 SPECIFIC LOCATION RECENTLY INSTALLED WEST PALM BEACH,
 IS NOT RELEVANT. "A LARGE SHOPPING CENTER" HAS MULTIPLE
 BUILDING ENTRANCES WITH MULTIPLE ACCESSIBLE ROUTES, SO
 THERE IS MORE FLEXIBILITY AND ROOM FOR INTERPRETATION
 IN THE DISTRIBUTION OF ACCESSIBLE PARKING. THE CHASE
 BANK PROJECT HAS ONLY ONE ENTRANCE FACING THE PARKING
 LOT.
  
 3. 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.
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 06-08-2018 Cont ID  
Sent By rbrown Date 06-08-2018 Time 10:43 Rev Time 0.00
Received By rbrown Date 06-08-2018 Time 10:43 Sent To  
Notes
2018-06-08 11:09:03DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. LOCATION OF ACCESSIBLE PARKING SPACES. THE RESPONSE
 LETTER DATED 5/8/18 FROM ZACH THORNTON, P.E., IS NOTED
 BUT DOES NOT ADDRESS THE COMMENT. SITE PLAN SHEET C7
 SHOWS REGULAR PARKING SPACES LOCATED CLOSER TO THE
 BUILDING ENTRANCE THAN THE ACCESSIBLE PARKING SPACES.
 THE ACCESSIBLE PARKING SPACES SHALL BE RELOCATED SO
 THAT THEY ARE THE CLOSEST PARKING SPACES TO THE
 BUILDING ENTRANCE. 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. THIS IS A FLORIDA ACCESSIBILITY CODE
 REQUIREMENT BASED ON FEDERAL ADA, SO WE DO NOT HAVE
 DISCRETIONARY AUTHORITY. THE SUBMITTED COMMENT RESPONSE
 EXPLAINS WHY THIS REQUIREMENT HAS NOT BEEN MEET RATHER
 THAN OFFERING A SOLUTION THAT WILL MEET THE
 REQUIREMENT. THE FOLLOWING OPTION IS JUST A SUGGESTION
 SINCE YOU HAVE IMPLIED THAT THERE IS NO SOLUTION THAT
 COMPLIES WITH THE CODE REQUIREMENT. ONE OPTION WOULD BE
 TO RAISE THE ELEVATION OF THE ACCESS AISLE BETWEEN THE
 TWO ACCESSIBLE PARKING SPACES SO THAT THE SLOPE FROM
 THAT ACCESS AISLE, ACROSS THE WALKWAY LEADING TO THE
 BUILDING ENTRANCE IS NOT STEEPER THAN 1 IN 50 BUT
 SUFFICIENT TO DRAIN WATER AWAY FROM THE BUILDING
 ENTRANCE. THE SLOPES ACROSS THE PARKING SPACES AND
 DRIVE AISLE CAN THEN BE REWORKED TO ACCOMMODATE THIS
 ACCESSIBILITY REQUIREMENT. THIS COMMENT HAS BEEN RAISED
 NOW BECAUSE, IF NOT RESOLVED BEFORE PERMIT APPLICATION,
 IT WILL BECOME A PLAN REVIEW COMMENT THAT COULD
 POTENTIALLY AFFECT AN APPROVED SITE PLAN LAYOUT.
  
 3. 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.
  
  
 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 20:59 Rev Time 0.00
Received By rbrown Date 03-13-2018 Time 20:59 Sent To  
Notes
2018-03-13 21:04:13DEVELOPMENT 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. LOCATION OF ACESSIBLE PARKING SPACES. SITE PLAN
 SHEET C7 SHOWS REGULAR PARKING SPACES LOCATED CLOSER TO
 THE BUILDING ENTRANCE THAN THE ACCESSIBLE PARKING
 SPACES. THE ACCESSIBLE PARKING SPACES SHALL BE
 RELOCATED SO THAT THEY ARE THE CLOSEST PARKING SPACES
 TO THE BUILDING ENTRANCE. 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.
  
 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. 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.
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 06-08-2018 Cont ID  
Sent By Mgonzale Date 06-08-2018 Time   Rev Time 0.00
Received By mgonzale Date 06-08-2018 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 1.00
Received By mgonzale Date 03-14-2018 Time   Sent To  
Notes
2018-03-14 12:59:10REVIEW DUMPSTER LOCATION.
  
 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 07-12-2018 Cont ID  
Sent By pleduc Date 07-12-2018 Time   Rev Time 0.00
Received By pleduc Date 07-12-2018 Time 08:58 Sent To  
Notes
2018-07-12 09:00:22AFTER A REVIEW OF THE PPRC RESPONSE MEMO FROM PAUL
 GREILICH, SENIOR PLANNER, AND THE ATTACHMENTS DATED
 JULY 3, 2018, 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 11:15 Rev Time 0.00
Received By pleduc Date 05-21-2018 Time 11:12 Sent To  
Notes
2018-05-21 11:15:05AFTER A REVIEW OF THE PPRC RESPONSE MEMO FROM PAUL
 GREILICH, SENIOR PLANNER, THE ATTACHMENT DATED MAY 8,
 2018, FROM CORE STATES, AND DRAWING DOCUMENT, 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 10:40 Rev Time 0.00
Received By pleduc Date 03-09-2018 Time 10:26 Sent To  
Notes
2018-03-09 10:39:38THE 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.
  
 ANY CONTROLLED ACCESS OR EGRESS SHALL COMPLY WITH NFPA
 101, CHAPTER 7, MEANS OF EGRESS.
  
 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 FIRE HYDRANTS FOR THIS DEVELOPMENT
 SHALL BE CLEARLY INDICATED AND IDENTIFIED ON THE PLAN
 AND REMAIN ACCESSIBLE AT ALL TIMES.
  
 9. COMPLETE LIFE SAFETY PLANS FOR THE 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.
  
 10. IT IS HIGHLY RECOMMENDED THAT A KNOX BOX WITH KEYS
 FOR DOOR BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 11. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 12. 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 07-16-2018 Cont ID  
Sent By rcaranci Date 07-16-2018 Time 10:59 Rev Time 0.00
Received By rcaranci Date 07-16-2018 Time 10:59 Sent To  
Notes
2018-07-16 10:59:52FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: CHASE BANK 343 SOUTHERN BLVD Z18020024
 JULY 16, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SATISFIED. PLEASE PROVIDE A TREE SURVEY AND A TREE
 DISPOSITION LIST IDENTIFYING SPECIES AND TREE CANOPY
 DIAMETER OF TREES AND PALMS, AND INDICATE WHETHER THEY
 WILL REMAIN, BE RELOCATED OR REMOVED. ALL CALCULATIONS
 AND DATA NEEDS TO BE UPDATED WHEN THE LOCATIONS AND
 SPECIES OF ANY TREES TO REMAIN ARE DETERMINED.
 THE 2 TREES ARE LIVE OAKS, AND CANOPY DIAMETER IS LESS
 THAN 20 FEET.
  
 2. SATISFIED. PLEASE CORRECT THE REQUIRED OPEN SPACE TO
 40 PERCENT OF THE TOTAL SITE, AND RECALCULATE REQUIRED
 TREES AND FLOWERING TREES TO CURRENT CODE OF 1 TREE PER
 1500 SQ FT OF REQUIRED OPEN SPACE OR PORTION THEREOF,
 AND FLOWERING TREES TO ONE PER 6000 SQ FT OR PORTION
 THEREOF.
  
 3. SATISFIED. PLEASE PROVIDE THE PERVIOUS LANDSCAPE
 AREA SQUARE FOOTAGE ON THE LANDSCAPE PLAN.
  
 4. SATISFIED. PLEASE CORRECT THE BUFFER REQUIREMENTS
 AND CALCULATIONS SHOWN ON THE PLAN. ACCORDING TO THE
 SURVEY, THE EAST AND WEST BUFFER LENGTHS ARE 105 FT,
 AND NORTH AND SOUTH ARE 225 FT. RECALCULATE TREE
 REQUIREMENTS AND SHOW HOW PROVIDED.
  
 5. SATISFIED. PLEASE UPDATE FLORIDA FRIENDLY LANDSCAPE
 POINTS FOR THE FOLLOWING ITEMS:
 -CURRENT APPLICABLE CODE REQUIRES 40 POINTS.
 -PROVIDE AN AREA PLAN SHOWING HIGH, MEDIUM AND LOW
 WATER USE ZONES IF POINTS ARE CLAIMED.
  
 6. SATISFIED. PALMS SUBSTITUTED FOR REQUIRED BUFFER
 TREES MUST BE AT A 3:1 RATIO FOR EACH TREE.
  
 7. SATISFIED. PLEASE PROVIDE A TREE AS REQUIRED IN THE
 TERMINAL LANDSCAPE ISLAND FOR THE ROW OF PARKING
 ADJACENT TO THE DUMPSTER ENCLOSURE.
  
 8. SATISFIED. PLEASE EXPLAIN THE REASON FOR THE LONGER
 THAN 30 FOOT SPACING FOR THE BUFFER TREES ADJACENT TO
 THE ATM.
  
 9. SATISFIED. PLEASE SHOW LOCATIONS OF ANY FPL
 TRANSFORMERS ON THE LANDSCAPE PLAN.
  
 10. SATISFIED. PLEASE SHOW LOCATIONS OF ROOT BARRIERS
 TO PROTECT INFRASTRUCTURE AND TREES FROM CONFLICTS.
 THIS INCLUDES WATER, SEWER, DRAINAGE, SIDEWALKS AND
 CURBS, AND ANY FIELD STRUCTURES THAT COULD BE IMPACTED
 BY TREE ROOTS.
  
 11. SATISFIED. PLEASE PROVIDE SCREENING FOR ALL GROUND
 MOUNTED EQUIPMENT AND UTILITIES. WATER BACKFLOW VALVES
 AND FPL TRANSFORMERS MUST HAVE SCREENING HEDGES. PLEASE
 PROVIDE LANDSCAPE HEDGE ON THREE SIDES OF DUMPSTER
 ENCLOSURE AS REQUIRED.
  
 12. SATISFIED. PLEASE PROVIDE THE LOCATIONS OF LIGHTING
 ON THE LANDSCAPE PLAN TO PREVENT CONFLICTS WITH 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.
  
Review Stop L LANDSCAPING
Rev No 2 Status P Date 05-25-2018 Cont ID  
Sent By rcaranci Date 05-25-2018 Time 15:34 Rev Time 0.00
Received By rcaranci Date 05-25-2018 Time 15:34 Sent To  
Notes
2018-05-25 15:34:45FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: CHASE BANK 343 SOUTHERN BLVD Z18020024
 MAY 25, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SATISFIED. PLEASE PROVIDE A TREE SURVEY AND A TREE
 DISPOSITION LIST IDENTIFYING SPECIES AND TREE CANOPY
 DIAMETER OF TREES AND PALMS, AND INDICATE WHETHER THEY
 WILL REMAIN, BE RELOCATED OR REMOVED. ALL CALCULATIONS
 AND DATA NEEDS TO BE UPDATED WHEN THE LOCATIONS AND
 SPECIES OF ANY TREES TO REMAIN ARE DETERMINED.
 THE 2 TREES ARE LIVE OAKS, AND CANOPY DIAMETER IS LESS
 THAN 20 FEET.
  
 2. SATISFIED. PLEASE CORRECT THE REQUIRED OPEN SPACE TO
 40 PERCENT OF THE TOTAL SITE, AND RECALCULATE REQUIRED
 TREES AND FLOWERING TREES TO CURRENT CODE OF 1 TREE PER
 1500 SQ FT OF REQUIRED OPEN SPACE OR PORTION THEREOF,
 AND FLOWERING TREES TO ONE PER 6000 SQ FT OR PORTION
 THEREOF.
  
 3. PLEASE PROVIDE THE PERVIOUS LANDSCAPE AREA SQUARE
 FOOTAGE ON THE LANDSCAPE PLAN.
  
 4. SATISFIED. PLEASE CORRECT THE BUFFER REQUIREMENTS
 AND CALCULATIONS SHOWN ON THE PLAN. ACCORDING TO THE
 SURVEY, THE EAST AND WEST BUFFER LENGTHS ARE 105 FT,
 AND NORTH AND SOUTH ARE 225 FT. RECALCULATE TREE
 REQUIREMENTS AND SHOW HOW PROVIDED.
  
 5. SATISFIED. PLEASE UPDATE FLORIDA FRIENDLY LANDSCAPE
 POINTS FOR THE FOLLOWING ITEMS:
 -CURRENT APPLICABLE CODE REQUIRES 40 POINTS.
 -PROVIDE AN AREA PLAN SHOWING HIGH, MEDIUM AND LOW
 WATER USE ZONES IF POINTS ARE CLAIMED.
  
 6. SATISFIED. PALMS SUBSTITUTED FOR REQUIRED BUFFER
 TREES MUST BE AT A 3:1 RATIO FOR EACH TREE.
  
 7. SATISFIED. PLEASE PROVIDE A TREE AS REQUIRED IN THE
 TERMINAL LANDSCAPE ISLAND FOR THE ROW OF PARKING
 ADJACENT TO THE DUMPSTER ENCLOSURE.
  
 8. SATISFIED. PLEASE EXPLAIN THE REASON FOR THE LONGER
 THAN 30 FOOT SPACING FOR THE BUFFER TREES ADJACENT TO
 THE ATM.
  
 9. SATISFIED. PLEASE SHOW LOCATIONS OF ANY FPL
 TRANSFORMERS ON THE LANDSCAPE PLAN.
  
 10. SATISFIED. PLEASE SHOW LOCATIONS OF ROOT BARRIERS
 TO PROTECT INFRASTRUCTURE AND TREES FROM CONFLICTS.
 THIS INCLUDES WATER, SEWER, DRAINAGE, SIDEWALKS AND
 CURBS, AND ANY FIELD STRUCTURES THAT COULD BE IMPACTED
 BY TREE ROOTS.
  
 11. SATISFIED. PLEASE PROVIDE SCREENING FOR ALL GROUND
 MOUNTED EQUIPMENT AND UTILITIES. WATER BACKFLOW VALVES
 AND FPL TRANSFORMERS MUST HAVE SCREENING HEDGES. PLEASE
 PROVIDE LANDSCAPE HEDGE ON THREE SIDES OF DUMPSTER
 ENCLOSURE AS REQUIRED.
  
 12. SATISFIED. PLEASE PROVIDE THE LOCATIONS OF LIGHTING
 ON THE LANDSCAPE PLAN TO PREVENT CONFLICTS WITH 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.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 03-12-2018 Cont ID  
Sent By rcaranci Date 03-12-2018 Time 16:15 Rev Time 0.00
Received By rcaranci Date 03-12-2018 Time 16:15 Sent To  
Notes
2018-03-12 16:15:27FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: CHASE BANK 343 SOUTHERN BLVD Z18020024
 MARCH 12, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. PLEASE PROVIDE A TREE SURVEY AND A TREE DISPOSITION
 LIST IDENTIFYING SPECIES AND TREE CANOPY DIAMETER OF
 TREES AND PALMS, AND INDICATE WHETHER THEY WILL REMAIN,
 BE RELOCATED OR REMOVED. ALL CALCULATIONS AND DATA
 NEEDS TO BE UPDATED WHEN THE LOCATIONS AND SPECIES OF
 ANY TREES TO REMAIN ARE DETERMINED.
 2. PLEASE CORRECT THE REQUIRED OPEN SPACE TO 40 PERCENT
 OF THE TOTAL SITE, AND RECALCULATE REQUIRED TREES AND
 FLOWERING TREES TO CURRENT CODE OF 1 TREE PER 1500 SQ
 FT OF REQUIRED OPEN SPACE OR PRTION THEREOF, AND
 FLOWERING TREES TO ONE PER 6000 SQ FT OR PORTION
 THEREOF.
  
 3. PLEASE PROVIDE THE PERVIOUS LANDSCAPE AREA SQUARE
 FOOTAGE ON THE LANDSCAPE PLAN.
  
 4. PLEASE CORRECT THE BUFFER REQUIREMENTS AND
 CALCULATIONS SHOWN ON THE PLAN. ACCORDING TO THE
 SURVEY, THE EAST AND WEST BUFFER LENGTHS ARE 105 FT,
 AND NORTH AND SOUTH ARE 225 FT. RECALCULATE TREE
 REQUIREMENTS AND SHOW HOW PROVIDED.
  
 5. PLEASE UPDATE FLORIDA FRIENDLY LANDSCAPE POINTS FOR
 THE FOLLOWING ITEMS:
 -CURRENT APPLICABLE CODE REQUIRES 40 POINTS.
 -PROVIDE AN AREA PLAN SHOWING HIGH, MEDIUM AND LOW
 WATER USE ZONES IF POINTS ARE CLAIMED.
  
 6. PALMS SUBSTITUTED FOR REQUIRED BUFFER TREES MUST BE
 AT A 3:1 RATIO FOR EACH TREE.
  
 7. PLEASE PROVIDE A TREE AS REQUIRED IN THE TERMINAL
 LANDSCAPE ISLAND FOR THE ROW OF PARKING ADJACENT TO THE
 DUMPSTER ENCLOSURE.
  
 8. PLEASE EXPLAIN THE REASON FOR THE LONGER THAN 30
 FOOT SPACING FOR THE BUFFER TREES ADJACENT TO THE ATM.
  
 9. PLEASE SHOW LOCATIONS OF ANY FPL TRANSFORMERS ON THE
 LANDSCAPE PLAN.
  
 10. PLEASE SHOW LOCATIONS OF ROOT BARRIERS TO PROTECT
 INFRASTRUCTURE AND TREES FROM CONFLICTS. THIS INCLUDES
 WATER, SEWER, DRAINAGE, SIDEWALKS AND CURBS, AND ANY
 FIELD STRUCTURES THAT COULD BE IMPACTED BY TREE ROOTS.
  
 11. PLEASE PROVIDE SCREENING FOR ALL GROUND MOUNTED
 EQUIPMENT AND UTILITIES. WATER BACKFLOW VALVES AND FPL
 TRANSFORMERS MUST HAVE SCREENING HEDGES. PLEASE PROVIDE
 LANDSCAPE HEDGE ON THREE SIDES OF DUMPSTER ENCLOSURE AS
 REQUIRED.
  
 12. PLEASE PROVIDE THE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO PREVENT CONFLICTS WITH 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.
  
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 06-11-2018 Time   Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 3 Status F Date 07-09-2018 Cont ID  
Sent By tward Date 07-09-2018 Time 16:22 Rev Time 0.00
Received By tward Date 07-09-2018 Time 16:29 Sent To  
Notes
2018-07-09 16:29:19THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 7/3/18 SUBMITTAL PACKAGE:
  
 1. THE INTENT OF MOVING THE HIGH POINT OF THE DRIVEWAYS
 TOWARD THE PROPERTY LINE IS TO MAXIMIZE THE AMOUNT OF
 RUNOFF DRAINING TO THE ONSITE STORMWATER TREATMENT
 SYSTEM (EXFILTRATION TRENCHES) AS WELL AS LIMIT THE
 VOLUME OF UNCONTROLLED RUNOFF FROM THE SITE. [REFER TO
 PREVIOUS COMMENT NO. 5]
  
 2. THE STORM PIPES ON THE WEST SIDE OF THE BUILDING ARE
 NOT SHOWN ON THE LANDSCAPE PLANS.
  
 3. THERE APPEARS TO BE A CONFLICT BETWEEN PIPE STORM2
 (18? HDPE WITH INVERT ELEVATION 7.00 FT NAVD) AND PIPE
 SAN 5 (6? PVC WITH INVERT ELEVATION BETWEEN 8.02 FEET
 AND 7.61 FEET NAVD).
  
 4. GENERAL NOTE #8 ON SHEET C8 IS IN CONFLICT WITH THE
 DRAINAGE CALCULATIONS AND CALLOUT NOTES IN PLAN VIEW ON
 THE SHEET. REVISE THE GENERAL NOTE TO READ ?? PROVIDE
 78 LF OF 6 FEET WIDE ?? INSTEAD OF ?? PROVIDE 78 LF OF
 4 FEET WIDE ??
  
 5. INDICATE WHERE THE STORMWATER CONTROL STRUCTURE IS
 LOCATED TO CREATE A HYDRAULIC HEAD OF 4.5 FEET (H2)
 (HGL ELEVATION 10.92 FEET NAVD 1988) ASSUMED IN THE
 EXFILTRATION TRENCH CALCULATIONS.
  
 6. DETAIL ST-8 ON SHEET C13 WAS MODIFIED TO SHOW THE
 PIPE SIZE TO BE 12? HDPE. THE STORM STRUCTURE TABLE ON
 SHEET C8 SHOWS THE EXFILTRATION TRENCH PIPE DIAMETER TO
 BE 18? HDPE.
  
 7. SHEET C1 AND THE DRAINAGE SUMMARY REFERS TO AN OLD
 FEMA FIRM AND FLOOD ZONE DESIGNATION. FEMA ISSUED NEW
 FIRMS IN OCTOBER 2017. REFER TO THE SURVEY FOR THE NEW
 PANEL NUMBER.
  
 8. REVISE THE SR# LISTED WITH THE SPEED LIMIT ON SHEET
 C1.
  
 9. PLEASE DATE THE DRAINAGE SUMMARY.
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 06-01-2018 Cont ID  
Sent By tward Date 06-01-2018 Time 15:21 Rev Time 0.00
Received By tward Date 06-01-2018 Time 15:51 Sent To  
Notes
2018-06-01 15:51:43THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE MAY
 14, 2018 SUBMITTAL PACKAGE:
  
 1. THE DATUM CONVERSION BETWEEN NAVD1988 AND NGVD1929
 SHOULD BE AS FOLLOWS:
 NAVD + X.XX = NGVD WHERE X.XXX IS A POSITIVE NUMBER.
 THE CONVERSION ON SHEETS C8 AND C9 SHOWS X.XXX AS A
 NEGATIVE NUMBER.
  
 2. THE NAVD NGVD CONVERSION EQUATION NEEDS TO BE SHOWN
 ON THE SURVEY. THE APPLICANT INDICATED IN THE RESPONSE
 TO THE INITIAL COMMENTS THAT THIS WOULD BE SHOWN AT
 TIME OF BUILDING PERMIT APPLICATION SUBMISSION. THIS IS
 OK. THE CONVERSION EQUATION ON THE SURVEY AND ON THE
 ENGINEER PLANS NEEDS TO MATCH.
  
 3. THE RESPONSE TO THE INITIAL REVIEW COMMENTS
 INDICATED THE SFWMD SELF-CERTIFICATION WAS ATTACHED TO
 THE RESPONSES. THIS INFORMATION WAS NOT FOUND IN THE
 SUBMITTAL PACKAGE.
  
 4. SUBMIT SIGNED AND SEALED DRAINAGE CALCULATIONS WITH
 THE ENGINEERING PERMIT APPLICATION DEMONSTRATING WATER
 QUALITY TREATMENT FOR STORMWATER RUNOFF IS BEING
 PROVIDED IN ACCORDANCE WITH SFWMD CRITERIA (I.E. THE
 LARGER OF 1 INCH OF RUNOFF OR 2.5 INCHES TIMES PERCENT
 OF IMPERVIOUSNESS).
  
 5. REVISE THE GRADING OF THE TWO DRIVEWAYS TO REDUCE
 THE AMOUNT OF DRIVEWAY AREA DRAINING TOWARD THE PUBLIC
 RIGHT-OF-WAY. FOR DRIVEWAY SECTION A-A (SOUTHERN BLVD),
 THE HIGH POINT OF THE DRIVEWAY CAN BE MOVED 6 FEET
 CLOSER TO THE BACK OF WALK BY STEEPENING BEHIND THE
 SIDEWALK TO 9.9%. FOR DRIVEWAY SEGMENT B-B (DIXIE HWY),
 ALL BUT 3 FEET OF THE DRIVEWAY APRON BEHIND THE DROP
 CURB CAN BE STEEPENED FROM 1.72% AND ALSO THE DRIVEWAY
 SEGMENT EAST OF THE PROPERTY LINE CAN BE STEEPENED FROM
 0.42%.
  
 6. SHOW THE PROPERTY LINE ON DRIVEWAY SECTION B-B.
  
 7. THE FLOOD NOTE ON THE COVER SHEET REFERENCES THE
 0.2% ANNUAL CHANCE FLOOD. THIS CORRESPONDS TO THE
 500-YEAR AND NOT THE 100-YEAR STORM.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 03-09-2018 Cont ID  
Sent By tward Date 03-09-2018 Time 14:04 Rev Time 0.00
Received By tward Date 03-09-2018 Time 14:07 Sent To  
Notes
2018-03-09 14:06:55THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES. THE 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. THE CITY?S VERTICAL DATUM IS NGVD 1929. THE CITY HAS
 ALLOWED THE USE OF NAVD 1988 PROVIDED THE CONVERSION
 EQUATION TO NGVD 1929 IS PROVIDED. SHOW THE DATUM
 CONVERSION ON THE SURVEY.
  
 2. THE VERTICAL DATUM CONVERSION ON SHEET C8 APPEARS TO
 BE INCORRECT.
  
 3. SOUTHERN BLVD. AND DIXIE HIGHWAY ARE MAINTAINED BY
 THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONTACT FDOT
 TO SEE WHAT FDOT PERMITS WILL BE REQUIRED.
  
 4. CONSIDER ENLARGING THE SITE BASE MAP AND LABELING
 THE ENTITIES INSTEAD OF USING A KEY MAP.
  
 5. CONSIDER REDUCING THE PARKING SPACE DEPTH BY
 INCLUDING A 2? GRASS OVERHANG. THE CURB WOULD FUNCTION
 AS WHEEL STOPS. COORDINATE WITH THE PLANNING DEPT.
  
 6. LIMIT OF DISTURBANCE LINES ON THE EROSION CONTROL
 PLAN DO NOT MATCH THE LANDSCAPE PLANS.
  
 7. WHY IS SOME OF THE SIDEWALK ALONG SOUTHERN BLVD. AND
 ALONG DIXIE HWY NOT GETTING REPLACED?
  
 8. PROVIDE A CLEANOUT IN THE RIGHT-OF-WAY FOR THE
 SANITARY SEWER LATERAL.
  
 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.
  
 3. PROVIDE A COPY OF THE FDOT PERMITS.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
  
Review Stop SURVEY SURVEYING
Rev No 3 Status P Date 07-31-2018 Cont ID  
Sent By vnoel Date 07-31-2018 Time 07:31 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2018-07-31 07:33:31PASSED WITH CONDITION THAT OTHER UTILITIES CONSENT TO
 THE LANDSCAPING WITHIN THE 5' EASEMENTS ALONG THE NORTH
 PROPERTY LINE.
Review Stop SURVEY SURVEYING
Rev No 2 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2018-05-30 09:53:031. UNITY OF TITLE APPLICATION NOT RECEIVED.
 2. NEED COPIES OF DEED BOOKS. LANDSCAPING MAY NOT BE
 ALLOWED IN THESE AREAS.
 3. PROVIDE COPY OF PHASE 1 ENVIRONMENTAL STUDY.
 4. NEED BENCHMARK AND CONVERSION FACTOR ON SURVEY PRIOR
 TO BUILDING PERMIT SUBMISSION.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 03-12-2018 Cont ID  
Sent By vnoel Date 03-12-2018 Time 14:01 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2018-03-12 14:16:101. UNITY OF TITLE WILL BE REQUIRED. APPLICATION IS MADE
 THROUGH ENGINEERING SERVICES.
 2. HAS A PHASE 1 ENVIRONMENTAL STUDY BEEN PERFORMED?
 3. SHOW CONVERSION FACTOR TO NGVD-29. AND PARENT
 BENCHMARK ON SURVEY.
 4. PROVIDE COPIES OF DEED BOOKS FOR UTILITY EASEMENTS.
 LANDSCAPING WITHIN MAY NOT BE ALLOWED.
 5. SITE/ENGINEERING PLAN HARD TO READ WITH SO MANY
 KEYED NOTES.
 6. DRIVEWAYS WILL REQUIRE FDOT APPROVE PRIOR TO SITE
 PLAN APPROVAL.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date   Cont ID  
Sent By   Date 07-11-2018 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2018-07-11 17:41:56- PROVIDE RAISED ISLAND INSTEAD OF PAVEMENT MARKING
 EAST OF THE DRIVE-THROUGH EXIT. A PORTION OF THE RAISED
 ISLAND COULD BE MOUNTABLE, SIMILAR TO A ROUNDABOUT
 TRUCK APRON, TO ACCOMMODATE OCCASIONAL FIRE AND GARBAGE
 TRUCKS.
 -- THE PROPOSED DESIGN PROVIDES A SIDEWALK WITH ONLY A
 4-FOOT CLEARANCE AT THE CORNER OF THE CURB RAMP.
 HOWEVER, CITY CODE SECTION 78-8 REQUIRES A MINIMUM OF
 FIVE FEET BE PROVIDED. PLEASE CONSTRUCT A SIDEWALK
 ALONG THE CHAMFERED CORNER OF THE SAFE SIGHT TRIANGLE
 BEHIND THE EXISTING SIDEWALK SO PEDESTRIANS HAVE A
 5-FOOT UNOBSTRUCTED PATH BEHIND THE PEDESTRIAN TRAFFIC
 SIGNAL PEDESTAL. ALSO, PLEASE PROVIDE A SIDEWALK AND
 TRAFFIC SIGNAL EQUIPMENT EASEMENT ALONG THE CHAMFERED
 CORNER OF THE SAFE SIGHT TRIANGLE AS THE EXISTING
 PEDESTRIAN PEDESTAL ON THE CURB RAMP DOES NOT MEET
 CURRENT MUTCD AND ADA REQUIREMENTS. FUTURE RELOCATION
 OF SIGNAL POLES INTO THE ROW MAY BE NEEDED SHOULD THE
 SIGNAL GET REBUILT.
 - CONDITION OF APPROVAL ? A FDOT PERMIT WILL BE
 REQUIRED FOR THE DRIVEWAY.
 - THE FDOT PRE-APPLICATION LETTER DOES NOT SPECIFY THE
 WIDTH OF THE DRIVEWAY ON SOUTHERN BOULEVARD. PER FDOT
 STANDARD INDEX 000-515, THE MINIMUM DRIVEWAY WIDTH IS
 24 FEET BASED ON THE VEHICULAR DRIVEWAY VOLUMES. PLEASE
 REDUCE THE DRIVEWAY WIDTH TO THE MINIMUM TO ACCOMMODATE
 DESIGN VEHICLES WHILE MEETING FDOT STANDARDS.
  
 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 06-15-2018 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2018-06-14 08:09:15REVISED 6/15/18 BASED ON RECEIPT OF APPLICANT?S COMMENT
 ? RESPONSE LETTER.
 343 SOUTHERN CHASE TRAFFIC LETTER (DATED FEBRUARY 9,
 2018) COMMENTS:
 - USE ITE LUC 946 "GASOLINE/SERVICE STATION WITH
 CONVENIENCE MARKET AND CAR WASH" AND ITE LUC 942
 AUTOMOBILE CARE CENTER FOR THE TRIP GENERATION OF THE
 EXISTING LAND USES. USE PROCEDURES IN THE ITE TRIP
 GENERATION HANDBOOK FOR TRIP INTERNALIZATION, IF
 APPLICABLE, OR PROVIDE SUPPORTING TRIP INTERNALIZATION
 DATA
 - NOTE THAT RECEIPT OF A PALM BEACH CONCURRENCY
 APPROVAL LETTER DOES NOT ALLEVIATE THE NEED TO MEET
 TRAFFIC STUDY AND LEVEL OF SERVICE STANDARDS CONTAINED
 IN THE CITY OF WEST PALM BEACH CODE OF ORDINANCES. PALM
 BEACH COUNTY CONCURRENCY APPROVAL IS ONLY ROADS
 IDENTIFIED ON THE COUNTY THOROUGHFARE MAP.
 SITE PLAN (RECEIVED ON MAY 9, 2018) COMMENTS:
 - CITY ORDINANCE 94-312 "THE NUMBER OF ACCESS POINTS TO
 SERVE A SITE SHALL BE KEPT AT A MINIMUM". THE CURRENT
 SITE PLAN WILL FUNCTION WITH A SINGLE ACCESS POINT ON
 SOUTHERN BOULEVARD. THE SECOND ACCESS POINT ON S. DIXIE
 IS NOT NECESSARY AND THE TRANSPORTATION DIVISION WILL
 NOT APPROVE A SITE PLAN WITH A SECOND ACCESS POINT ON
 S. DIXIE.
 - CURRENT DESIGN HAS THE POTENTIAL FOR VEHICLE CONFLICT
 AND VEHICLE BLOCKAGE AT THE SOUTHERN BOULEVARD DRIVEWAY
 AND ALSO REQUIRES DRIVERS IN A SHORT TIME PERIOD TO
 PROCESS THAT THEY MUST TURN LEFT. WE REQUEST EITHER:
 O REVERSING THE DIRECTION OF THE DRIVE-THROUGH LANES.
 O AN OPERATIONAL AND QUEUING ANALYSIS AT THE SOUTHERN
 BOULEVARD DRIVEWAY TO DETERMINE WHETHER THE SHORT
 DRIVEWAY LENGTH WOULD CREATE INGRESS AND EGRESS VEHICLE
 BLOCKAGE
 - THE EXIT OF THE DRIVE-THROUGH FACILITY IS WIDE ENOUGH
 TO ACCOMMODATE 2 CARS, WHICH COULD POTENTIALLY INCREASE
 VEHICULAR CONFLICT AT THE SOUTHERN BOULEVARD DRIVEWAY.
 CONSIDER STRIPING OUT THE EXTRA SPACE TO NARROW THE
 EXIT.
 - THE SITE IS PROVIDING MORE PARKING THAN WHAT IS
 REQUIRED IN THE CODE, REFERENCE SHEET C7,15 SPACES
 REQUIRED AND 19 PROVIDED. THERE ARE PARKING SPACES NEAR
 THE STOP BAR AT THE SOUTHERN BOULEVARD ENTRANCE WHICH
 WOULD REQUIRE PARKING MANEUVERING WITHIN THE DRIVEWAY
 QUEUEING AREA. ELIMINATE EXCESS PARKING SPACES NEAR THE
 SOUTHERN BOULEVARD DRIVEWAY.
 - THE TRASH RECEPTACLE MAY LIMIT SIGHT DISTANCE FOR
 VEHICLES EXITING THE DRIVE-THROUGH FACILITY. REVERSING
 DIRECTION OF DRIVE THRU WOULD ELIMINATE THE POTENTIAL
 SIGHT LINE ISSUE.
 - WE PREVIOUSLY REQUESTED 2 SEPARATE CURB RAMPS BE
 PROVIDED AT THE NORTHEAST CORNER OF SOUTHERN
 BOULEVARD/DIXIE HIGHWAY. IT MAY BE POSSIBLE TO
 CONSTRUCT A SIDEWALK ALONG THE CHAMFERED CORNER OF THE
 SAFE SIGHT TRIANGLE BEHIND THE EXISTING SIDEWALK. THIS
 WOULD ALLOW FOR TWO SEPARATE CURB RAMPS AND PERHAPS A
 LANDSCAPE PLANTER SEPARATING THE TWO CURB RAMPS. A
 SIDEWALK COULD BE CONSTRUCTED WITH A SIDEWALK EASEMENT
 IN THE SAFE SITE TRIANGLE. A WIDER SIDEWALK AT THE
 CORNER WOULD IMPROVE THE AESTHETICS OF THE SITE AND
 IMPROVE PEDESTRIAN COMFORT AT THE INTERSECTION.
 - CONDITION OF APPROVAL - A FDOT PERMIT WILL BE
 REQUIRED FOR THE DRIVEWAY.
 - CONSIDER REDUCING THE WIDTH OF THE DRIVEWAY ON
 SOUTHERN BOULEVARD. IT APPEARS THAT THE PASSENGER CAR
 SCENARIO IS THE CONTROLLING SCENARIO. HOWEVER, THERE
 APPEARS THAT SOME REDUCTION IN WIDTH IS POSSIBLE. NOTE,
 THAT THE AASHTO PASSENGER CAR IS VERY CONSERVATIVE
 DESIGN VEHICLE AS IT THE SIZE OF A CHEVROLET SUBURBAN.
 (ADDED IN AFTERNOON 6/15/18)
  
  
 ERIK D. FERGUSON, P.E.
 CITY TRANSPORTATION ENGINEER
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 17:44:21343 SOUTHERN CHASE TRAFFIC LETTER (DATED FEBRUARY 9,
 2018) COMMENTS:
 - PROVIDE THE APPROVAL LETTER FROM PALM BEACH COUNTY ON
 TRAFFIC CONCURRENCY
 - USE ITE LUC 946 ?GASOLINE/SERVICE STATION WITH
 CONVENIENCE MARKET AND CAR WASH? AND ITE LUC 942
 AUTOMOBILE CARE CENTER FOR THE TRIP GENERATION OF THE
 EXISTING LAND USES. USE PROCEDURES IN THE ITE TRIP
 GENERATION HANDBOOK FOR TRIP INTERNALIZATION, IF
 APPLICABLE, OR PROVIDE SUPPORTING TRIP INTERNALIZATION
 DATA
 SITE PLAN (RECEIVED ON FEB 12, 2018) COMMENTS:
 - PROVIDE FDOT DRIVEWAY LETTER AND PERMIT FOR ACCESSING
 FDOT RIGHT-OF-WAY
 - CONSIDER REDESIGNING THE SITE PLAN TO ELIMINATE
 POTENTIAL VEHICLE CONFLICT AND VEHICLE BLOCKAGE AT THE
 SOUTHERN BOULEVARD DRIVEWAY, SUCH AS ORIENTING THE
 BUILDING LENGTHWISE ALONG SOUTHERN BOULEVARD, REMOVING
 EXCESS PARKING SPACES, REDESIGNING THE DRIVE-THROUGH
 FACILITY, CONVERTING THE DRIVEWAYS INTO ONE-WAY
 DRIVEWAYS, ETC.
 - CONDUCT OPERATIONAL AND QUEUING ANALYSIS AT THE
 SOUTHERN BOULEVARD DRIVEWAY TO DETERMINE WHETHER THE
 SHORT DRIVEWAY LENGTH WOULD CREATE INGRESS AND EGRESS
 VEHICLE BLOCKAGE
 - SHOW THE AUTOTURN PATHS FOR THE GARBAGE TRUCK
 ACCESSING THE TRASH RECEPTACLES, AND VEHICLES INGRESS
 AND EGRESS AT THE SOUTHERN BOULEVARD DRIVEWAY AND ALONG
 THE PARKING AISLE
 - THE TRASH RECEPTACLE MAY LIMIT SIGHT DISTANCE FOR
 VEHICLES EXITING THE DRIVE-THROUGH FACILITY
 - THE THROUGH ARROW AT THE SOUTHERN BOULEVARD DRIVEWAY
 IS CONFUSING BECAUSE VEHICLES CANNOT GO STRAIGHT INTO
 THE DRIVE-THROUGH LANE
 - PROVIDE STOP SIGNS AT THE STOP BAR LOCATIONS AT THE
 DIXIE HIGHWAY DRIVEWAY AND THE DRIVE-THROUGH ATM EXIT,
 AND PROVIDE A STOP BAR, STOP SIGN AND RIGHT-TURN ONLY
 SIGN FOR THE EASTBOUND APPROACH TOWARDS THE SOUTHERN
 BOULEVARD DRIVEWAY
 - 2 SEPARATE CURB RAMPS SHOULD BE PROVIDED AT THE
 NORTHEAST CORNER OF SOUTHERN BOULEVARD/DIXIE HIGHWAY
 PER FDOT STANDARD PLAN 522-008 ?SHEET 8 PLACEMENT OF
 CURB RAMPS AT CURBED RETURN.? MAKE SURE THE SIDEWALK
 MEETS ADA REQUIREMENTS
 - IS IT POSSIBLE TO PROVIDE WIDER SIDEWALK ALONG
 SOUTHERN BOULEVARD?
 - SHOW THE STREETS, DRIVEWAYS, INTERSECTIONS, CURB CUTS
 AND TURNING LANES ADJACENT TO AND ACROSS FROM THE
 SUBJECT PROPERTY
 - WE DON?T SUPPORT OVER PARKING OF SITE.
 - SHOW 20? CLEAR SITE TRIANGLE AT INTERSECTION OF
 SOUTHERN AND DIXIE. REFERENCE CODE 94-305 FIGURE X-1.
 - CONSIDER WIDER SIDEWALK IN PARKING LOT TO ELIMINATE
 THE USE OF CURB STOPS.
 - COORDINATE WITH PALM TRAN AND CITY TO PROVIDE A
 LOCATION FOR A BUS SHELTER FOR THE EXISTING BUS STOP ON
 S. DIXIE.
  
 ERIK D. FERGUSON, PE
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 3 Status P Date   Cont ID  
Sent By   Date 07-09-2018 Time   Rev Time 0.00
Received By pgreilic Date 07-09-2018 Time 10:28 Sent To  
Notes
2018-07-09 10:28:521.) 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 REQUIREMENT OF CHAPTER 78, ARTICLE
 V, OF THE CITY?S CODE OF ORDINANCES. APPLICANT HAS
 INDICATED THEY WILL OPT TO PAY INTO CITY?S ART FUND.
 CONTACT SYBILLE WELTER @ 561-822-1521 OR
 [email protected] FOR ADDITIONAL INFORMATION. PROVIDE
 DOCUMENTATION THAT PROCESS IS BEING INITIATED.
Review Stop Z ZONING
Rev No 2 Status F Date 05-30-2018 Cont ID  
Sent By   Date 05-30-2018 Time   Rev Time 0.00
Received By pgreilic Date 05-30-2018 Time 09:56 Sent To  
Notes
2018-05-30 09:56:181.) 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 REQUIREMENT OF CHAPTER 78, ARTICLE
 V, OF THE CITY?S CODE OF ORDINANCES. APPLICANT HAS
 INDICATED THEY WILL OPT TO PAY INTO CITY?S ART FUND.
 CONTACT SYBILLE WELTER @ 561-822-1521 OR
 [email protected] FOR ADDITIONAL INFORMATION. PROVIDE
 DOCUMENTATION THAT PROCESS IS BEING INITIATED.
  
 2.) PLEASE INCLUDE STANDARD CITY APPROVED DETAILS FOR
 PARKING SPACES, BIKE RACKS, AND DUMPSTER
  
  
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
  
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 16:25 Sent To  
Notes
2018-03-13 16:27:43CHASE BANK INFORMAL SITE PLAN REVIEW
 ISPR 18-05
 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.
 3) 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.
 4) THE SITE PLAN SHOWS 4 PARKING SPACES IN EXCESS OF
 WHAT IS REQUIRED BY CODE. REMOVE EXCESS PARKING SPACES
 ALONG SOUTHERN BOULEVARD AND CONSIDER REPURPOSING AS
 LANDSCAPED AREA WITH SITTING AREA, TRELLIS, LOCATION OF
 ART IN PUBLIC PLACES REQUIREMENT, OR COMBINATION OF THE
 ABOVE
 5) 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
 6) THERE IS A PALM TRAN BUS STOP WITH PEDESTRIAN BENCH
 LOCATED ALONG DIXIE HIGHWAY. 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.
 7) REVISE PLAN TO SHOW A CROSSWALK FROM PROPOSED
 HANDICAP SPACE TO CENTRAL PARKING AREA
 8) PROVIDE A DETAILED SITE PLAN IN ADDITION TO
 LANDSCAPE AND ENGINEERING PLANS, SEE DEVELOPMENT
 APPLICATION AND SITE PLAN CHECKLIST FOR DETAILS. SHOW
 CALCULATIONS INCLUDING PARKING, IMPERVIOUS SURFACE,
 PROPOSED SQUARE FOOTAGE ETC.
 9) DIMENSION ALL PROPOSED PARKING SPACES, DRIVE AISLES,
 SETBACKS ETC.
 10) UNITY OF TITLE WILL BE REQUIRED, PLEASE CONTACT
 ENGINEERING SERVICES TO INITIATE
 11) CONSIDER REDESIGNING THE BUILDING TO HAVE FRONTAGE
 ALONG BOTH DIXIE HIGHWAY AND SOUTHERN BOULEVARD
  
  
  
 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
 ($60).
 *CONTACT PAUL GREILICH @ 561-822-1443 OR
 [email protected] FOR ANY QUESTIONS.
  
  
  
  
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