Plan Review Details - Project Z18050028
Plan Review Stops For Project Z18050028
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 06-12-2018 Cont ID  
Sent By llouie Date 06-12-2018 Time 17:12 Rev Time 0.00
Received By mgonzale Date 06-12-2018 Time 17:12 Sent To  
Notes
2018-06-12 17:16:30DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. BUILDING 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.
  
 3. 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.
  
 4. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status P Date 01-15-2019 Cont ID  
Sent By RRossano Date 01-15-2019 Time   Rev Time 0.00
Received By rrossano Date 01-15-2019 Time   Sent To  
Notes
2019-01-15 11:59:44PASSED WITH PROVISO WHEN SUBMITTING FOR ENGINEERING
 APPROVAL:
  
 ADD NOTE FOR EXISTING SANITARY TO BE CUT AND CAPPED IF
 NOT USED.
 LABEL UTILITIES IN SIDEWALK.
 VIDEO EXISITING SANITARY BEFORE AND AFTER CONSTRUCTION.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO
 PROJECT COORDINATOR
 ENGINEERING SERVICES 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) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES 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
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 08-21-2018 Cont ID  
Sent By RRossano Date 08-22-2018 Time   Rev Time 1.00
Received By rrossano Date 08-21-2018 Time   Sent To Z
Notes
2018-08-22 11:56:20ADD NOTE FOR EXISTING SANITARY TO BE CUT AND CAPPED IF
 NOT USED.
 LABEL UTILITIES IN SIDEWALK.
 VIDEO EXISITING SANITARY BEFORE AND AFTER CONSTRUCTION.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO
 PROJECT COORDINATOR
 ENGINEERING SERVICES 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) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES 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
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 06-13-2018 Cont ID  
Sent By Mgonzale Date 06-13-2018 Time   Rev Time 1.00
Received By mgonzale Date 06-13-2018 Time   Sent To I
Notes
2018-06-13 12:41:56PLEASE RESPOND TO COMMENTS IN WIRTING:
  
 #1 WATER METER(S) OFF SOUTHERN MAY CONFLICT WITH
 EXISTING DRIVEWAY. 1 METER MAY BE OWNED BY THE ADJACENT
 BUSINESS. COORDINATE WITH CITY OF WPB PUBLIC UTILITIES
 CUSTOMER SERVICE TO VERY LOCATION - MARK HURLEY
 (561)822-2262
  
 #2 SHOW POLE (SIGN) OFF S. DIXIE
  
 #3 CONDITION: EXISTING SEWER SHALL BE CUT AND CAPPED AT
 THE MAIN IF NOT USED. NEW SEWER LINE TAP LOCATION MUST
 BE VIDEOD TO BETTER DETERMINE THE EXISTING CONDITION OF
 SEWER MAIN.
  
 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
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 06-08-2018 Cont ID  
Sent By pleduc Date 06-08-2018 Time   Rev Time 0.00
Received By pleduc Date 06-08-2018 Time 13:34 Sent To  
Notes
2018-06-08 13:37:23THE 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.
  
 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.
  
 9. IF APPLICABLE FOR THE OCCUPANCY REQUIREMENTS,
 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. A COMPLETE LIFE SAFETY PLAN 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 4 Status P Date 12-12-2018 Cont ID  
Sent By rcaranci Date 12-12-2018 Time 16:33 Rev Time 0.00
Received By rcaranci Date 12-12-2018 Time 16:33 Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 3 Status P Date 10-18-2018 Cont ID  
Sent By rcaranci Date 10-18-2018 Time 14:48 Rev Time 0.00
Received By rcaranci Date 10-18-2018 Time 14:48 Sent To  
Notes
2018-10-18 14:49:42ADJUSTMENTS MADE STILL COMPLY WITH LANDSCAPE CODE
 REQUIREMENTS.
Review Stop L LANDSCAPING
Rev No 2 Status P Date 08-24-2018 Cont ID  
Sent By rcaranci Date 08-24-2018 Time 15:17 Rev Time 0.00
Received By rcaranci Date 08-24-2018 Time 15:17 Sent To  
Notes
2018-08-24 15:18:10PROJECT: BIG DADDY?S Z18050028
 AUGUST 24, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. SHOW LOCATIONS OF EXISTING TREES, AND
 PROVIDE A TREE DISPOSITION CHART TO SHOW IF THEY WILL
 BE PRESERVED IN PLACE, RELOCATED OR REMOVED.
  
 2. SATISFIED. PROVIDE A TREE CLOSER TO THE NORTHWEST
 CORNER OF THE BUILDING IN THE WEST BUFFER.
  
 3. SATISFIED. WATER METER AND BACKFLOW PLACEMENT
 CONFLICT WITH THE REQUIRED TREE IN THE LANDSCAPE BUFFER
 AND TERMINAL ISLAND SOUTHEAST CORNER OF SITE. ADJUST
 LOCATION OF WATER SERVICE TO ACCOMMODATE THE TREE AND
 PROVIDE ROOT BARRIER.
  
 4. SATISFIED. MAKE SURE THERE IS ADEQUATE CLEARANCE OF
 THE LANDSCAPING FROM THE FIRE HYDRANT AND SHOW IF ROOT
 BARRIER IS NEEDED.
  
 5. SATISFIED. CONSIDER LARGER SPECIES OR EAST PALATKA
 HOLLY INSTEAD OF THE DAHOON HOLLY DUE TO DISEASE
 CONCERNS.
  
 6. SATISFIED. REMOVE THE 21,108 SF FROM THE OVERALL
 LANDSCAPE REQUIREMENT CHART.
  
 7. SATISFIED. ADD COLUMNS FOR DROUGHT TOLERANCE AND
 FLORIDA NATIVE PLANT TO THE PLANT LIST AND FILL
 APPROPRIATELY FOR EACH LISTING.
  
 8. SATISFIED. SHIFT THE GUMBO LIMBO TREES INTO THE
 LANDSCAPE AREA IN THE SOUTHEAST BUFFER AS ALLOWED BY
 CODE TO ASSURE THEY ARE NOT TOO CLOSE TO THE WALL TO
 ASSURE ADEQUATE ROOT ZONE.
 9. SATISFIED. PLEASE SHOW COMPLIANCE WITH SECTION
 94-445 L. PLANT SPECIES. A MINIMUM OF 60 PERCENT OF
 PLANT MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES.
  
 10. WITHDRAWN. PLEASE NOTE THAT THE SILVER BUTTONWOOD
 TREES IN THE SOUTHERN BOULEVARD BUFFER OF FLANAGAN?S
 CANNOT BE SHEARED INTO ROUND SHAPES AS IT IS
 PROHIBITED.
  
  
 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 06-12-2018 Cont ID  
Sent By rcaranci Date 06-12-2018 Time 14:42 Rev Time 0.00
Received By rcaranci Date 06-12-2018 Time 14:42 Sent To  
Notes
2018-06-12 14:46:11FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: BIG DADDY?S Z18050028
 JUNE 12, 2018
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SHOW LOCATIONS OF EXISTING TREES, AND PROVIDE A TREE
 DISPOSITION CHART TO SHOW IF THEY WILL BE PRESERVED IN
 PLACE, RELOCATED OR REMOVED.
  
 2. PROVIDE A TREE CLOSER TO THE NORTHWEST CORNER OF THE
 BUILDING IN THE WEST BUFFER.
  
 3. WATER METER AND BACKFLOW PLACEMENT CONFLICT WITH THE
 REQUIRED TREE IN THE LANDSCAPE BUFFER AND TERMINAL
 ISLAND SOUTHEAST CORNER OF SITE. ADJUST LOCATION OF
 WATER SERVICE TO ACCOMMODATE THE TREE AND PROVIDE ROOT
 BARRIER.
  
 4. MAKE SURE THERE IS ADEQUATE CLEARANCE OF THE
 LANDSCAPING FROM THE FIRE HYDRANT AND SHOW IF ROOT
 BARRIER IS NEEDED.
  
 5. CONSIDER LARGER SPECIES OR EAST PALATKA HOLLY
 INSTEAD OF THE DAHOON HOLLY DUE TO DISEASE CONCERNS.
  
 6. REMOVE THE 21,108 SF FROM THE OVERALL LANDSCAPE
 REQUIREMENT CHART.
  
 7. ADD COLUMNS FOR DROUGHT TOLERANCE AND FLORIDA NATIVE
 PLANT TO THE PLANT LIST AND FILL APPROPRIATELY FOR EACH
 LISTING.
  
 8. SHIFT THE GUMBO LIMBO TREES INTO THE LANDSCAPE AREA
 IN THE SOUTHEAST BUFFER AS ALLOWED BY CODE TO ASSURE
 THEY ARE NOT TOO CLOSE TO THE WALL TO ASSURE ADEQUATE
 ROOT ZONE.
  
 9. PLEASE SHOW COMPLIANCE WITH SECTION 94-445 L. PLANT
 SPECIES. A MINIMUM OF 60 PERCENT OF PLANT MATERIAL
 ADDED SHALL BE FLORIDA NATIVE OR DROUGHT TOLERANT
 SPECIES SELECTED FROM THE CITY LIST OR THE LIST OF
 SPECIES IN THE MOST RECENT EDITION OF SOUTH FLORIDA
 WATER MANAGEMENT DISTRICT WATERWISE SOUTH FLORIDA
 LANDSCAPES.
  
 9. PLEASE NOTE THAT THE SILVER BUTTONWOOD TREES IN THE
 SOUTHERN BOULEVARD BUFFER OF FLANAGAN?S CANNOT BE
 SHEARED INTO ROUND SHAPES AS IT IS PROHIBITED.
  
  
 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 06-04-2018 Time   Rev Time  
Received By   Date 06-11-2018 Time   Sent To  
Notes
2018-10-11 14:35:41AS OF 10/11/2018 A NEW PLAN HAS BEEN SUBMITTED WITH A
 NEW LOCATION. THIS NEW PLAN IS APPROVED BASED ON WHAT
 IS SHOWN.
2018-06-11 14:30:26DUMPSTER LOCATION NEEDS TO BE RELOCATED. DOES NOT ALLOW
 ACCESS TO CURRENT LOCATION APPROPRIATELY OR SAFELY.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 4 Status P Date 12-10-2018 Cont ID  
Sent By tward Date 12-10-2018 Time 05:55 Rev Time 0.00
Received By tward Date 12-10-2018 Time 06:08 Sent To  
Notes
2018-12-10 05:54:00THE FOLLOWING COMMENTS, FROM THE REVIEW OF THE NOVEMBER
 29, 2018 SUBMITTAL PACKAGE, MAY BE CONDITIONS OF SITE
 PLAN APPROVAL:
 1. VERTICAL DATUM ON THE CONCEPTUAL PAVING, GRADING AND
 DRAINAGE PLAN (NGVD1929) DOES NOT MATCH THE VERTICAL
 DATUM SHOWN ON THE SURVEY (NAVD1988). BOTH SHOULD USE
 THE SAME VERTICAL DATUMAND PROVIDE A CONVERSION
 EQUATION TO NGVD1929 IF NGVD1929 IS NOT THE REFERENCED
 VERTICAL DATUM. THE CITY'S OFFICIAL VERTICAL DATUM IS
 NGVD1929.
  
 2. MOVE THE HIGH POINT (ELEVATION 12.50) OF DRIVEWAY
 NEXT TO PICKUP WINDOW CLOSER TO NORTH PROPERTY LINE SO
 THAT THE PAVEMENT AREA UNDER A VEHICLE WAITING AT THE
 PICKUP WINDOW WILL DRAIN TO THE ONSITE DRAINAGE SYSTEM
 INSTEAD OF TO THE SOUTHERN BLVD R/W.
  
 3. PG&D PLAN DOES NOT INCLUDE GRADING FOR THE DRIVEWAY
 TO THE ADJACENT LOT AS DEPICTED ON THE ALTERNATIVE SITE
 PLAN. PROPOSED GRADING FOR THE DRIVEWAY CONNECTION AS
 WELL AS SPOT GRADES ALONG THE SHARED PROPERTY LINE AND
 25 FEET INTO THE ADJACENT PROPERTY WILL BE NEEDED
 BEFORE STAFF CAN APPROVE THE ALTERNATIVE SITE PLAN.
  
 4. COORDINATE THE STORM PIPE SIZE SHOWN ON THE SHEET
 C1.1 CONCEPTUAL PG&D PLAN (12" HDPE) WITH THE ON-SITE
 EXFILTRATION TRENCH DETAIL (18" HDPE) AMD POLLUTION
 REDTARDANT BAFFLE (PRB) DETAIL (18" HDPE) ON SHEET C2.1
 CONCEPTUAL ENGINEERING DETAILS [PREVIOUS COMMENT]
  
 5. THE MILL AND OVERLAY LIMITS ON MALVERNE ROAD MAY
 NEED TO BE EXPANDED INTO THE EASTBOUND LANE DEPENDING
 ON THE TRENCH CUT NEEDED TO INSTALL THE SANITARY WYE
 [PREVIOUS COMMENT]
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 3 Status P Date 11-09-2018 Cont ID  
Sent By tward Date 11-09-2018 Time 16:12 Rev Time 0.00
Received By tward Date 11-09-2018 Time 16:22 Sent To  
Notes
2018-11-09 16:22:41THE FOLLOWING COMMENTS ARE FROM THE OCTOBER 11, 2018
 SUBMITTAL PACKAGE:
  
 1. COORDINATE THE STORM PIPE SIZE SHOWN ON THE SHEET
 C1.1 CONCEPTUAL PG&D PLAN (12" HDPE) WITH THE ON-SITE
 EXFILTRATION TRENCH DETAIL (18" HDPE) AMD POLLUTION
 REDTARDANT BAFFLE (PRB) DETAIL (18" HDPE) ON SHEET C2.1
 CONCEPTUAL ENGINEERING DETAILS.
  
 2. THE MILL AND OVERLAY LIMITS ON MALVERNE ROAD MAY
 NEED TO BE EXPANDED INTO THE EASTBOUND LANE DEPENDING
 ON THE TRENCH CUT NEEDED TO INSTALL THE SANITARY WYE.
  
 3. CONSIDER MOVING THE CLEANOUTS OUT OF THE SIDEWALK TO
 ELIMINATE A TRIPPING HAZARD.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 2 Status P Date 08-24-2018 Cont ID  
Sent By tward Date 08-24-2018 Time 14:09 Rev Time 0.00
Received By tward Date 08-24-2018 Time 14:13 Sent To  
Notes
2018-08-24 14:12:58THE FOLLOWING COIMMENTS ARE FROM THE REVIEW OF THE
 AUGUST 17, 2018 SUBMITTAL PACKAGE:
 1. PROVIDE 5 FEET MINIMUM HORIZONTAL SEPARATION BETWEEN
 THE SANITARY LATERAL AND THE EDGE OF THE EXFILTRATION
 TRENCH.
  
 2. SHOW UTILITIES ON THE LANDSCAPE PLANS.
  
 3. ADD THE VERTICAL DATUM TO THE DRAINAGE CALCULATIONS
 (GRADING ASSUMPTIONS TABLE).
  
 4. PROVIDE A COPY OF THE EXFILTRATION TEST RESULTS WITH
 THE DRAINAGE CALCULATIONS.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120
Review Stop STORM STORMWATER
Rev No 1 Status F Date 06-13-2018 Cont ID  
Sent By tward Date 06-13-2018 Time 07:05 Rev Time 0.00
Received By tward Date 06-13-2018 Time 07:07 Sent To  
Notes
2018-06-13 07:06:34THIS 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 VERTICAL DATUM IS NGVD 1929. THE CITY HAS
 ALLOWED THE USE OF NAVD 1988 PROVIDED THE CONVERSION
 EQUATION TO NGVD 1929 IS PROVIDED. THE BOUNDARY SURVEY
 IS USING NAVD 1988 FOR THE VERTICAL DATUM. ADD THE
 DATUM CONVERSION TO NGVD 1929 TO THE SURVEY.
  
 2. LABEL THE VERTICAL DATUM ON THE ENGINEERING PLANS.
 IF DIFFERENT FROM NGVD 1929, PROVIDE THE CONVERSION TO
 NGVD 1929.
  
 3. DRAINAGE SYSTEM TO PROVIDE WATER QUALITY TREATMENT
 AND PEAK FLOW LIMITATIONS PER SFWMD CRITERIA.
  
 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 MAY
 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. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. PROVIDE A COPY OF THE SFWMD ERP APPROVAL PRIOR TO
 STARTING CONSTRUCTION.
  
 4. BOTH DIXIE HIGHWAY AND SOUTHERN BOULEVARD ARE
 MAINTAINED BY FDOT. DRIVEWAY CONNECTION AND/OR DRAINAGE
 PERMITS WILL BE NEED TO BE OBTAINED FROM FDOT AND
 SUBMITTED TO THE CITY PRIOR TO THE START OF
 CONSTRUCTION.
  
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 4 Status P Date 12-05-2018 Cont ID  
Sent By vnoel Date 12-05-2018 Time 12:38 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2018-12-05 12:38:22PASSED WITH CONDITIONS:
  
 1. UNITY OF TITLE BEFORE BUILDING PERMIT.
 2. SHOW 5' UTILITY EASEMENTS ON ALL PLANS.
Review Stop SURVEY SURVEYING
Rev No 3 Status F Date 10-18-2018 Cont ID  
Sent By vnoel Date 10-18-2018 Time 11:39 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2018-10-18 11:49:211. PRIOR COMMENTS CONCERNING UNITY OF TITLE AND
 EASEMENT STILL PERTAIN.
 2. SURVEYOR NEEDS TO BE PROVIDED COPIES OF DOCUMENTS IN
 TITLE POLICY.UNAVAILABLE TO REVIEW ON-LINE DUE TO AGE
 IS NOT ACCEPTABLE.
 3. EXCEPTIONS 10 AND 12 ARE SHOWN ON SURVEY SO WHY ARE
 THEY LABELED AS (UNAVAILABLE)?
 4. DEED BOOKS 147 AND 116 CONTAIN 5' RESERVATIONS FOR
 ELECTRIC LINES, ETC. OVER THE REAR 5' OF LOTS 249-252
 AND 355-358 THAT NEED TO BE SHOWN ON SURVEY.
Review Stop SURVEY SURVEYING
Rev No 2 Status F Date 09-05-2018 Cont ID  
Sent By vnoel Date 09-05-2018 Time 07:40 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2018-09-05 07:46:051. UNITY OF TITLE WILL BE REQUIRED PRIOR TO BUILDING
 PERMIT.
 2. SIDEWALK EASEMENT WILL BE REQUIRED PRIOR TO C.O.
 3. NEED COPIES OF EXCEPTIONS 9-12 TO SEE IF THEY AFFECT
 THE SITE.
 4. DRIVEWAY TO MALVERNE FALLS ON VAULT SHOWN ON SURVEY.
 NEED MORE INFO. ON THE VAULT.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 06-11-2018 Cont ID  
Sent By vnoel Date 06-11-2018 Time 08:34 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2018-06-11 08:39:381. LEGAL DESCRIPTION IS INCORRECT. ELEVATIONS ARE
 ILLEGIBLE.
 2. UNITY OF TITLE WILL BE REQUIRED. APPLICATION IS MADE
 THRU ENGINEERING SERVICES.
 3. NEED CROSS-ACCESS AGREEMENT WITH FLANAGAN'S.
 4. NEED PARENT BENCHMARK AND ON-SITE BENCHMARKS.
 5. ADD CONVERSION TO NGVD-29.
 6. DUMPSTER LOCATION WILL NEED APPROVAL FROM PUBLIC
 WORKS.
 7. 2ND POLE ON DIXIE NOT SHOWN.
 8. SIDEWALK EASEMENT AT NW CORNER WILL BE REQUIRED.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 4 Status P Date   Cont ID  
Sent By   Date 12-10-2018 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status F Date   Cont ID  
Sent By   Date 10-17-2018 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2018-10-17 16:00:571) PROVIDE RESPONSE TO TRAFFIC COMMENTS.
 2) IS THE CROSS-ACCESS WITH ADJACENT PROPERTY NOT
 PROPOSED? AT A MINIMUM, PLEASE PROVIDE A CROSS-ACCESS
 EASEMENT FOR FUTURE CROSS-ACCESS.
 3) THE DRIVE-THROUGH EXIT LOOKS VERY NARROW. PROVIDE
 AUTOTURN PATH TO VERIFY IF A PASSENGER CAR CAN MAKE A
 RIGHT-TURN WITHOUT ENCROACHING PEDESTRIAN CURB RAMP.
 BELOW ARE OUR PREVIOUS COMMENTS WHICH WERE NOT
 ADDRESSED:
 4) PROVIDE RAISE CURB FOR THE RIGHT-TURN CHANNELIZATION
 ISLAND ON THE DRIVEWAY ON SOUTH DIXIE HIGHWAY
 5) SHOW THE APPROXIMATE LOCATIONS OF CURB LINES AND
 DRIVEWAYS FROM ADJACENT PROPERTY AND ACROSS THE STREET
 FOR SITE PLAN REVIEW PURPOSE. THIS IS A REQUIREMENT IN
 THE SITE PLAN CHECKLIST. WE ARE UNABLE TO PROVIDE A
 COMPLETE REVIEW UNTIL THE SITE PLAN MEETS THE CHECKLIST
 REQUIREMENTS.
 6) WHY IS THE PARKING LOT DRIVE AISLE 30? WIDE? UTILIZE
 24? STANDARD WIDTH.
 7) THE SIDEWALK AT CURB RETURN MALVERNE AND SOUTH DIXIE
 (SW PROPERTY CORNER) IS EXTREMELY NARROW AND DOESN?T
 APPEAR TO MEET CITY MINIMUM WIDTH REQUIREMENTS. WIDEN
 THE SIDEWALK IN THIS AREA.
 8) CIVIL PLANS - INDICATE CURB RAMP TYPE AT
 INTERSECTION OF MALVERNE AND SOUTH DIXIE.
  
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 08-30-2018 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2018-08-30 16:11:39Z18050028 BIG DADDY SOUTHERN DIXIE (SUBMITTED ON AUGUST
 14, 2018)
 1) PROVIDE RAISE CURB FOR THE RIGHT-TURN CHANNELIZATION
 ISLAND ON THE DRIVEWAY ON SOUTH DIXIE HIGHWAY
 2) SHOW THE APPROXIMATE LOCATIONS OF CURB LINES AND
 DRIVEWAYS FROM ADJACENT PROPERTY AND ACROSS THE STREET
 FOR SITE PLAN REVIEW PURPOSE. THIS IS A REQUIREMENT IN
 THE SITE PLAN CHECKLIST. WE ARE UNABLE TO PROVIDE A
 COMPLETE REVIEW UNTIL THE SITE PLAN MEETS THE CHECKLIST
 REQUIREMENTS.
 3) WHY IS THE PARKING LOT DRIVE AISLE 30' WIDE? UTILIZE
 24' STANDARD WIDTH.
 4) THE SIDEWALK AT CURB RETURN MALVERNE AND SOUTH DIXIE
 (SW PROPERTY CORNER) IS EXTREMELY NARROW AND DOESN?T
 APPEAR TO MEET CITY MINIMUM WIDTH REQUIREMENTS. WIDEN
 THE SIDEWALK IN THIS AREA.
 5) CIVIL PLANS - INDICATE CURB RAMP TYPE AT
 INTERSECTION OF MALVERNE AND SOUTH DIXIE.
 ERIK D. FERGUSON, PE
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2018-06-12 17:27:26BIG DADDY?S LIQUOR STORE
  
 - CONTACT UYEN DANG @ (561) 494-1087
  
 1) DUMPSTER ENCLOSURE TO BE INTERNAL TO SITE.
 2) CITY SUPPORTS CROSS ACCESS TO FLANIGANS BUT DRIVE
 THRU STACKING IS INSUFFICIENT PER CODE. REMOVE DRIVE
 THRU DUE TO MINIMUM REQUIRED DRIVEWAY SEPARATIONS.
 3) SHOW CENTERLINE OF DIXIE HIGHWAY AND SOUTHERN BLVD.
 4) SHOW ADJACENT PROPERTY?S CURB LINES AND DRIVEWAYS.
 5) THE PROPOSED PARKING SPACES EXCEEDS REQUIRED, WILL
 EXCESS PARKING BE SERVED AS OVERFLOW FOR FLANIGANS? IF
 SO, PROVIDE JUSTIFICATION.
 6) REVISE PHOTOMETRICS DESIGN TO SHOW ILLUMINATION
 LEVEL ON THE NW EDGE OF THE SITE FROM THE WALL MOUNTS.
 EXTEND PHOTOMETRICS TO SHOW ILLUMINATION LEVEL ON
 ADJACENT SIDEWALK.
 7) USE DIFFERENT DRIVEWAY DETAIL FOR ADA SIDEWALK
 ACCESS.
 8) SHOW EXISTING GRADES IN ROW ON C1.1
 9) RECONSTRUCT SIDEWALK ON MALVERN ROAD TO DIXIE
 HIGHWAY.
 10) PROVIDE ADDITIONAL SHADE TREES ALONG SOUTH DIXIE
 HWY.
 11) SECTION 94312, NUMBER OF ACCESS SHALL BE KEPT TO A
 MINIMUM AND EVALUATED ON A CASE BY CASE BASIS.
 ENGINEERING DOES NOT SUPPORT ACCESS ON SOUTH DIXIE AND
 SOUTHERN BLVD.
  
Review Stop Z ZONING
Rev No 5 Status P Date 01-25-2019 Cont ID  
Sent By llouie Date 01-25-2019 Time   Rev Time 0.00
Received By llouie Date 01-25-2019 Time   Sent To  
Notes
2019-01-25 09:11:47CONDITIONS OF APPROVAL:
  
 1.) THE CROSS ACCESS TO THE ADJACENT PROPERTY AT 330
 SOUTHERN BOULEVARD, SHALL BE SUBJECT TO THE FOLLOWING
 CONDITIONS PRIOR TO THE SUBMISSION OF ANY BUILDING
 PERMIT FOR THE CROSS ACCESS: A. A CROSS ACCESS
 AGREEMENT BETWEEN THE PROPERTY OWNERS AT 4000 SOUTH
 DIXIE HIGHWAY AND 330 SOUTHERN BOULEVARD; B. PROOF THAT
 THE PARKING REQUIREMENT ON BOTH PROPERTIES HAVE BEEN
 SATISFIED;C. THE REMOVAL OF THE EXISTING ELECTRICAL
 POLE LOCATED WITHIN THE CROSS ACCESS SHALL BE BE
 COORDINATED AND APPROVED BY FLORIDA POWER AND LIGHT
 (FP&L) PRIOR TO ITS REMOVAL; D. APPROVAL OF AN UPDATED
 SITE PLAN FOR THE ADJACENT PROPERTY.
  
 2.) AN ACCESS EASEMENT SHALL BE GRANTED TO THE CITY FOR
 ACCESS TO THE NORTHWEST CORNER OF THE PROPERTY PRIOR TO
 THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (C.O.). AN
 APPLICATION FOR THE ACCESS EASEMENT CAN BE OBTAINED
 FROM THE ENGINEERING SERVICES DEPARTMENT. ONCE GRANTED,
 A COPY OF THE DOCUMENT APPROVING THE ACCESS EASEMENT
 SHALL BE PROVIDED TO THE DEVELOPMENT SERVICES
 DEPARTMENT - PLANNING DIVISION.
  
 3.) STRUCTURAL MODIFICATION OF THE TWO EXISTING
 FREESTANDING SIGNS ON THE PROPERTY (SIGN "A" AND SIGN
 "B") SHALL BE PROHIBITED. ONLY A SIGN FACE CHANGE SHALL
 BE PERMITTED ON THE EXISTING FREESTANDING SIGNAGE WITH
 A SIGN PERMIT.
  
 4.) THE PROPOSED WALL SIGN ON THE NORTH (ANGLED) WALL,
 SHALL COMPLY WITH THE ZLDRS DIMENSIONAL REQUIREMENTS
 FOR SIGNAGE.
  
 5.) 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 Z ZONING
Rev No 4 Status F Date 11-29-2018 Cont ID  
Sent By   Date 11-29-2018 Time   Rev Time 0.00
Received By llouie Date 11-29-2018 Time 15:08 Sent To  
Notes
2018-11-29 15:10:46GENERAL COMMENTS:
  
 1.) ANY CHANGES TO THE PLANS SHALL BE REFLECTED IN ALL
 PLANS FOR CONSISTENCY.
  
 SITE PLAN COMMENTS:
  
 1.) A LIGHT POLE FIXTURE, LOCATED ALONG THE EAST
 PROPERTY LINE, WAS MOVED OUT OF THE 2 FT. CURB OVERHANG
 AND BACK INTO THE 5 FT. SETBACK FROM THE PROPERTY LINE.
 PLEASE MOVE THE LIGHT POLE OUT OF THE 5 FT. SETBACK.
 THIS LIGHT POLE FIXTURE CAN BE LOCATED WITHIN THE 2 FT.
 CURB OVERHANG; HOWEVER, IT SHOULD NOT IMPEDE UPON A
 VEHICLE'S ABILITY TO PARK.
  
 2.) PER THE SURVEY, THERE IS AN EXISTING VAULT LOCATED
 AT THE NORTHEAST CORNER OF THE PROPERTY (BY THE
 PROPOSED EGRESS). PLEASE ILLUSTRATE THIS EXISTING VAULT
 IN THE SITE PLAN AND SPECIFY IF IT IS TO REMAIN OR BE
 REMOVED.
  
 SIGNAGE COMMENTS:
  
 1.) PROPOSED SIGNAGE ON THE ANGLED FACADE: SIGN SHALL
 BE THE AREA OF THE SMALLEST CIRCLE, TRIANGLE OR
 PARALLELOGRAM, WHICH CONTAINS ALL CONTENT, BACKGROUND,
 GRAPHICS AND STRUCTURAL ELEMENTS OF THE SIGN. THE SIGN
 AREA CALCULATIONS DO NOT SEEM TO INCLUDE THE GRAPHIC
 PORTION OF THE SIGN. PLEASE ILLUSTRATE AND REVISE
 CALCULATIONS. [NOTE: THE MAXIMUM ALLOWABLE SIGN AREA
 PERMITTED ON THE ANGLED FA?ADE IS 15.76 SQ. FT.]
  
  
 INSTRUCTIONS FOR RESUBMITTAL: TBD [ PLEASE CONTACT
 LINDA LOUIE @ (561) 822-1458 PRIOR TO THE FORMAL
 RESUBMITTAL.]
Review Stop Z ZONING
Rev No 3 Status F Date 10-18-2018 Cont ID  
Sent By llouie Date 10-18-2018 Time   Rev Time 0.00
Received By llouie Date 10-18-2018 Time   Sent To  
Notes
2018-10-18 09:21:27GENERAL COMMENTS:
  
 1.) ANY CHANGES TO THE PLANS SHALL BE REFLECTED IN ALL
 PLANS FOR CONSISTENCY.
  
 SITE PLAN COMMENTS:
  
 1.) PLEASE MOVE LIGHT POLE FIXTURE OUT OF THE 2 FT.
 OVERHANG WHERE POSSIBLE WITHOUT ENCROACHING INTO THE
 REQUIRED SETBACK AND/OR IMPACTING PROPOSED LANDSCAPING
 WITHIN THE PROJECT. THERE SEEMS TO BE ONE LIGHT POLE
 FIXTURE THAT CAN BE MOVED OUT OF THE 2 FT. CURB
 OVERHANG.
  
 2.) PLEASE PROVIDE DIMENSIONS FOR THE INGRESS/EGRESS AT
 THE PROPERTY LINE ON SOUTH DIXIE HIGHWAY.
  
 3.) THERE ARE TWO (2) NOTATIONS FOR "EXISTING SIGN B"
 IN SHEET SP-1. ONE OF THE ARROWS POINT TO AN EXISTING
 HYDRANT. PLEASE CORRECT.
  
 4.) PLEASE DIMENSION ALL PARKING ISLANDS.
  
 5.) PER THE SURVEY, THERE IS AN EXISTING VAULT AT THE
 SOUTHEAST CORNER OF THE PROPERTY. THE PLANS INDICATE
 THAT THIS VAULT IS TO REMAIN. PLEASE IDENTIFY AND
 NOTATE IN THE SITE PLAN.
  
 ARCHITECTURAL COMMENTS (FLOOR PLAN AND ELEVATIONS):
  
 1.) ADDITIONAL ARCHITECTURAL TREATMENT TO THE NORTH
 (SOUTHERN BOULEVARD) AND WEST (SOUTH DIXIE HIGHWAY)
 FACADES CAN BE PROVIDED TO IMPROVE THE AESTHETICS OF
 THE PROPOSED BUILDING AND ENHANCE THE CORNER OF
 SOUTHERN AND DIXIE. IT SEEMS THAT THESE FACADES HAVE
 BEEN STRIPPED OF SOME ARCHITECTURAL TREATMENT/DETAILS
 FROM THE LAST SUBMITTAL (I.E. SHUTTERS, BANDING,
 WAINSCOTING, ETC.). PLEASE ADDRESS. THE ARCHITECT MAY
 WANT TO DISCUSS WITH STAFF THE OPTIONS OF IMPROVING
 THESE FACADES.
  
 SIGNAGE COMMENTS:
  
 1.) SIGN CALCULATIONS PROVIDED IN SHEET A2.0 ARE
 INCORRECT. PLEASE NOTE THAT THE FRONT FACADE (PRIMARY
 ENTRANCE) IS THE SOUTH FACADE, WHICH MEANS, THE MAXIMUM
 SIGN AREA IS 100% SET FORTH IN ZLDR S.94-409. ALL OTHER
 FACADES ARE SECONDARY. PLEASE REVISED SIGN AREA
 CALCULATIONS TO BE CONSISTENT WITH THE ZLDRS.
  
 2.) SHOW A DETAIL OF THE PROPOSED SIGNAGE ON THE ANGLED
 FACADE TO ILLUSTRATE THE CALCULATION OF THE SIGN AREA.
 THIS IS MISSING FROM THE PLAN SET.
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF
 FIFTEEN (15) PAPER COPIES, ONE (1) REDUCED COPY IN 8.5
 INCHES X 11 INCHES AND ONE (1) SET IN 11 INCHES X 17
 INCHES, AND AN ELECTRONIC COPY OF ALL PLANS.
  
 * PLEASE NOTE THAT CHANGES ON THE RESUBMITTED PLANS MAY
 RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 OR
 [email protected] IF THERE ARE QUESTIONS.
Review Stop Z ZONING
Rev No 2 Status F Date 08-30-2018 Cont ID  
Sent By llouie Date 08-30-2018 Time   Rev Time 0.00
Received By llouie Date 08-30-2018 Time   Sent To  
Notes
2018-08-30 13:03:23GENERAL COMMENTS:
  
 1.) AS DISCUSSED AT THE 6/13 PPRC MEETING, THE
 APPLICANT INTENDS TO PROVIDE THE CROSS ACCESS AT A
 FUTURE DATE. STAFF WILL REQUIRE THE FOLLOWING: 1.) AN
 ALTERNATIVE SITE PLAN WITHOUT THE CROSS ACCESS (AS THE
 SUBMITTED PLANS SHOW A CROSS ACCESS POINT) PRIOR TO
 SITE PLAN APPROVAL, AND 2.) A CROSS ACCESS AGREEMENT
 BETWEEN PROPERTY OWNERS WILL BE REQUIRED PRIOR TO THE
 SUBMITTAL OF ANY BUILDING PERMITS ASSOCIATED TO
 DEVELOPING THE CROSS ACCESS.
  
 2.) THE TWO (2) EXISTING POLE SIGNS ON THE SUBJECT
 PROPERTY ARE CONSIDERED LEGAL NONCOMPLYING SIGNS. THESE
 SIGNS SHALL BE REGULATED BY SECTION 94-404 OF THE
 ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS), SHOULD
 THESE SIGNS BECOME OBSOLETE.
  
 3.) ALL PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE THE TOTAL CONSTRUCTION COSTS
 ARE EQUAL TO OR GREATER THAN $750,000.00 IS SUBJECT TO
 THE ART IN PUBLIC PLACES REQUIREMENTS OF CHAPTER 78,
 ARTICLE V, OF THE CITY'S CODE OF ORDINANCES.
  
 4.) ANY CHANGES TO THE PLANS SHALL BE REFLECTED IN ALL
 PLANS FOR CONSISTENCY.
  
 SITE PLAN COMMENTS:
  
 1.) IT WAS NOTED BY STAFF AT THE 6/13 PPRC MEETING THAT
 THE CROSS ACCESS WOULD BE PROVIDED IN THE FUTURE. THE
 APPLICANT WAS REQUESTED TO PROVIDE ADDITIONAL PLANS
 WITH NO CROSS ACCESS, AS IT IS UNCERTAIN AT THIS TIME
 TO WHEN A CROSS ACCESS AGREEMENT WITH THE ADJACENT
 PROPERTY OWNER WOULD BE ESTABLISHED. THIS COMMENT HAS
 NOT BEEN ADDRESSED. [6/13/18 REPEAT COMMENT FROM PPRC]
  
 2.) IDENTIFY THE LOCATION OF THE ANY MECHANICAL
 EQUIPMENT PROPOSED FOR THE PROJECT (I.E. A/C UNIT(S),
 GENERATORS, ETC.). MECHANICAL EQUIPMENT MAY NOT PROJECT
 MORE THAN 4 FT. INTO A SETBACK; ANY ROOFTOP EQUIPMENT
 SHALL BE SCREENED FROM PUBLIC VIEW BY A PARAPET OR WALL
 [ZLDR S.94-305(B)(4)]. [6/13/18 REPEAT COMMENT FROM
 PPRC]
  
 3.) LIGHT FIXTURE PLACEMENT IN THE SITE PLAN DOES NOT
 MATCH THE LIGHT FIXTURE PLACEMENT IN THE PHOTOMETRIC
 AND CIVIL PLANS. PLEASE ADDRESS.
  
 4.) THE MAXIMUM BUILDING HEIGHT (21'-2") SHALL BE
 INCLUDED IN THE SITE DATA TABULAR.
  
 LANDSCAPE PLAN COMMENTS:
  
 1.) LIGHT FIXTURE PLACEMENT IN THE LANDSCAPE PLAN DOES
 NOT MATCH THE LIGHT FIXTURE PLACEMENT IN THE
 PHOTOMETRIC PLAN AND CIVIL PLANS. PLEASE ADDRESS.
  
 ARCHITECTURAL (FLOOR PLANS AND ELEVATIONS) COMMENTS:
  
 1.) NEW STRUCTURES ALONG SOUTH DIXIE HIGHWAY SHOULD BE
 DESIGNED TO PROMOTE AND ENCOURAGE WALKABILITY ALONG THE
 SOUTH DIXIE CORRIDOR. BUILDING DESIGN ELEMENTS THAT CAN
 BE INCORPORATED TO IMPROVE PEDESTRIAN ACCESSIBILITY,
 INCLUDE: LOCATING STOREFRONTS/CUSTOMER ACCESS ALONG
 DIXIE HIGHWAY AND SOUTHERN BOULEVARD; MAXIMIZING
 BUILDING FRONTAGE ALONG STREET(S), AND BY PROVIDING
 GLAZING/TRANSPARENCY INTO STOREFRONTS. THE LAYOUT
 (FLOOR PLAN AND ELEVATIONS) OF THE PROPOSED BUILDING
 DOES NOT SEEM TO EXHIBIT DESIGN QUALITIES THAT PROMOTE
 PEDESTRIAN-ACTIVITY ALONG THESE STREETS. PLEASE
 ADDRESS. [NOTE: STAFF BELIEVES THAT THE NORTH (SOUTHERN
 BOULEVARD) AND WEST (S. DIXIE HWY) ELEVATIONS COULD BE
 IMPROVED TO FURTHER ENHANCE THE PEDESTRIAN SCALE.
 CONSIDER ADDITIONAL ARCHITECTURAL FEATURES (I.E.
 FENESTRATION, WINDOWS/OPENINGS, ETC.).
  
 2.) ARCHITECTURAL PLANS SHALL BE SIGNED, DATED AND
 SEALED BY A FL REGISTERED ARCHITECT. REVISED
 ARCHITECTURAL PLANS HAVE NOT BEEN SIGNED, DATED AND
 SEALED.
  
 LIGHTING PLAN COMMENTS:
  
 1.) ALL OUTDOOR LIGHTING SHALL BE SHIELDED TO REDUCE
 GLARE AND SHALL BE ARRANGED TO REFLECT LIGHT OR GLARE
 AWAY FROM ALL ADJACENT RESIDENTIAL DISTRICTS, ADJACENT
 RESIDENCES, OR PUBLIC THOROUGHFARES. A NOTE SHALL BE
 PROVIDED IN THE PLAN TO DEMONSTRATE COMPLIANCE [ZLDR
 S.94-309(A)]. [6/12/18 REPEAT COMMENT][NOTE:
 APPLICANT'S RESPONSE DATED 8/14/18 STATES THAT A NOTE
 HAS BEEN PROVIDED IN SHEET LP-1; HOWEVER, THAT COMMENT
 IS NOWHERE TO BE FOUND. ADDITIONALLY, THE NOTE SHOULD
 ALSO BE INCLUDED IN THE SITE AND PHOTOMETRIC PLANS]
  
 2.) THE PLACEMENT OF THE LIGHT FIXTURES IN THE
 PHOTOMETRIC PLAN DOES NOT MATCH THE PLACEMENT OF THE
 LIGHT FIXTURES IN THE SITE AND LANDSCAPE PLANS. PLEASE
 ADDRESS FOR CONSISTENCY.
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF
 FIFTEEN (15) PAPER COPIES, ONE (1) REDUCED COPY IN 8.5
 INCHES X 11 INCHES AND ONE (1) SET IN 11 INCHES X 17
 INCHES, AND AN ELECTRONIC COPY OF ALL PLANS.
  
 * PLEASE NOTE THAT CHANGES ON THE RESUBMITTED PLANS MAY
 RESULT IN ADDITIONAL COMMENTS.
  
 * A $200 (20% OF THE ORIGINAL APPLICATION FEE)
 RESUBMITTAL FEE HAS BEEN ASSESSED FOR THE NEXT
 RESUBMITTAL.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 OR
 [email protected] IF THERE ARE QUESTIONS.
  
Review Stop Z ZONING
Rev No 1 Status F Date 06-12-2018 Cont ID  
Sent By llouie Date 06-12-2018 Time   Rev Time  
Received By llouie Date 06-12-2018 Time   Sent To  
Notes
2018-06-12 09:19:21GENERAL COMMENTS:
  
 1.) ABSTRACTED SURVEY REQUIRED. ADDITIONALLY, THE
 SUBMITTED SURVEY DOES NOT ACCURATELY REFLECT ALL
 EXISTING STRUCTURES ON AND ADJACENT TO THE PROPERTY
 (I.E. OVERHEAD LINES, POLES, ETC.).
  
 2.) PROVIDE WRITTEN CONFIRMATION THAT THE PUBLIC
 UTILITIES DEPARTMENT HAS REVIEWED THE PROPOSAL FOR
 WATER, SEWAGE TREATMENT, STORM DRAINAGE AND GARBAGE
 COLLECTION SERVICES.
  
 3.) PROVIDE LETTERS FROM THE FOLLOWING PUBLIC UTILITIES
 CONFIRMING THAT THE PROPOSED PROJECT DOES NOT ENCROACH
 INTO THEIR EASEMENTS OR OTHERWISE INTERFERE WITH THE
 PROVISIONS OF THEIR SERVICES: FLORIDA POWER & LIGHT
 (FP&L) AND COMCAST.
  
 4.) A COUNTY TRAFFIC PERFORMANCE STANDARDS (TPS) REVIEW
 LETTER STATING THAT THE PROPOSED PROJECT MEETS THE TPS
 OF THE COUNTY SHALL BE REQUIRED AS A PREREQUISITE FOR
 SITE PLAN APPROVAL.
  
 5.) CROSS ACCESS AGREEMENT BETWEEN THE SUBJECT PARCEL
 AND THE PARCEL IMMEDIATELY EAST SHALL BE PROVIDED TO
 STAFF PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
  
 6.) THE TWO (2) EXISTING POLE SIGNS ON THE SUBJECT
 PROPERTY ARE CONSIDERED LEGAL NONCOMPLYING SIGNS, AND
 SHALL BE REGULATED BY SECTION 94-404 OF THE ZONING AND
 LAND DEVELOPMENT REGULATIONS, SHOULD THESE SIGNS BECOME
 OBSOLETE.
  
 7.) ALL PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE THE TOTAL CONSTRUCTION COSTS
 ARE EQUAL TO OR GREATER THAN $750,000.00 IS SUBJECT TO
 THE ART IN PUBLIC PLACES REQUIREMENTS OF CHAPTER 78,
 ARTICLE V, OF THE CITY?S CODE OF ORDINANCES.
  
 8.) ANY CHANGES TO THE PLANS SHALL BE REFLECTED IN ALL
 PLANS FOR CONSISTENCY.
  
  
 SITE PLAN COMMENTS:
  
 1.) THE PROPOSED CROSS ACCESS WILL ELIMINATE EXISTING
 PARKING ON THE ADJACENT SITE (FLANIGAN'S RESTAURANT).
 HOW MANY SPACES ARE BEING REMOVED TO ACCOMMODATE THE
 CROSS ACCESS? STAFF IS REQUESTING THAT THE APPLICANT
 PROVIDE THE PARKING CALCULATIONS AND NUMBER OF EXISTING
 PARKING SPACES PROVIDED FOR THE ADJACENT FLANIGAN'S
 SITE. IT SHOULD BE NOTED THAT IF THE ADJACENT SITE DOES
 NOT MEET THE CURRENT MINIMUM PARKING REQUIREMENTS OF
 THE ZLDRS, THE APPLICANT WILL NOT BE ABLE TO ELIMINATE
 THE PARKING STALLS AND/OR REQUIRED TO RELOCATE THE
 REMOVED PARKING STALLS ELSEWHERE ON THE ADJACENT
 PROPERTY.
  
 2.) THE MINIMUM DISTANCE SEPARATION BETWEEN THE ACCESS
 POINT ON MALVERNE ROAD AND THE CORNER CLEARANCE TO
 SOUTH DIXIE HIGHWAY IS 50 FT. THE PROPOSED ACCESS POINT
 ON MALVERNE ROAD DOES NOT COMPLY WITH THIS MINIMUM
 DISTANCE SEPARATION (APPROX. 30 FT.). PLEASE ADDRESS.
 [ZLDR S.94-312(2)A.]
  
 3.) THERE SEEMS TO BE AN EXCESS NUMBER OF
 INGRESS/EGRESS POINTS TO THE SITE. STAFF HIGHLY
 RECOMMENDS ELIMINATING AN ACCESS POINT (I.E. MALVERNE
 ROAD) TO THE PROJECT.
  
 4.) SANITATION PICK-UP SHALL BE PROVIDED ON-SITE AND
 NOT ALONG MALVERNE ROAD. PLEASE RELOCATE THE DUMPSTER
 ENCLOSURE TO WITHIN THE ON-SITE PARKING AREA.
  
 5.) LIGHT POLE FIXTURES SHALL BE SETBACK AT LEAST 5 FT.
 FROM THE PROPERTY LINE. PLEASE INCLUDE SETBACK DISTANCE
 IN THE PLAN TO DEMONSTRATE COMPLIANCE. [ZLDR S.94-145]
  
 6.) BICYCLE RACK DETAIL DOES NOT MATCH THE RACK
 PROVIDED IN THE SITE PLAN. PLEASE ADDRESS FOR
 CONSISTENCY.
  
 7.) IDENTIFY THE LOCATION OF THE ANY MECHANICAL
 EQUIPMENT PROPOSED FOR THE PROJECT (I.E. A/C UNIT(S),
 GENERATORS, ETC.). MECHANICAL EQUIPMENT MAY NOT PROJECT
 MORE THAN 4 FT. INTO A SETBACK; ANY ROOFTOP EQUIPMENT
 SHALL BE SCREENED FROM PUBLIC VIEW BY A PARAPET OR
 WALL. [ZLDR S.94-305(B)(4)]
  
 8.) PARKING AND STRIPING DETAIL MUST MATCH THE SITE
 PLAN. THERE IS NO DETAIL ILLUSTRATING THE PARKING
 STALLS WITH A 2 FT. CURB OVERHANG. ARE WHEEL STOPS
 PROPOSED FOR ANY OF THE PARKING STALLS?
  
 9.) PLEASE MAKE THE FOLLOWING CORRECTIONS TO THE SITE
 DATA TABULAR: PROJECT NUMBER IS ISPR 18-11/Z18050028;
 MAXIMUM BUILDING HEIGHT INFORMATION SHALL MATCH THE
 DIMENSION PROVIDED IN THE ARCHITECTURAL ELEVATIONS.
  
 10.) PLEASE MAKE THE FOLLOWING CORRECTIONS TO THE
 DEVELOPMENT REGULATIONS TABULAR: MINIMUM LOT DIMENSION
 IS 5,000 SQ. FT. (NOT 10,000 SQ. FT.); MINIMUM LOT
 WIDTH IS 50 FT. (NOT 100 FT.).
  
  
 LANDSCAPE PLAN COMMENTS:
  
 1.) ADDITIONAL LANDSCAPE COMMENTS WILL BE PROVIDED BY
 THE CITY'S LANDSCAPE PLANNER.
  
  
 ARCHITECTURAL (FLOOR PLANS AND ELEVATIONS) COMMENTS:
  
 1.) NEW STRUCTURES ALONG SOUTH DIXIE HIGHWAY SHOULD BE
 DESIGNED TO PROMOTE AND ENCOURAGE WALKABILITY ALONG THE
 SOUTH DIXIE CORRIDOR. BUILDING DESIGN ELEMENTS THAT CAN
 BE INCORPORATED TO IMPROVE PEDESTRIAN ACCESSIBILITY,
 INCLUDE: LOCATING STOREFRONTS/CUSTOMER ACCESS ALONG
 DIXIE HIGHWAY AND SOUTHERN BOULEVARD; MAXIMIZING
 BUILDING FRONTAGE ALONG STREET(S), AND BY PROVIDING
 GLAZING/TRANSPARENCY INTO STOREFRONTS. THE LAYOUT
 (FLOOR PLAN AND ELEVATIONS) OF THE PROPOSED BUILDING
 DOES NOT SEEM TO EXHIBIT DESIGN QUALITIES THAT PROMOTE
 PEDESTRIAN-ACTIVITY ALONG THESE STREETS. PLEASE
 ADDRESS.
  
 2.) DIMENSIONS SHALL INCLUDE THE OVERALL HEIGHT OF THE
 PROPOSED BUILDING (INCLUDING THE PARAPET) IN THE
 ELEVATION DRAWINGS.
  
 3.) THE WEST ELEVATION SHOWS AN ARCHITECTURAL
 OVERHANG/PROJECTION FROM THE BUILDING, WHICH IS NOT
 REFLECTED IN THE FLOOR AND SITE PLANS. THE PROJECTION
 SHALL BE REFLECTED IN ALL PLANS FOR CONSISTENCY.
 INCLUDE DIMENSIONS FOR ANY PROJECTION. PLEASE NOTE THAT
 STRUCTURAL OVERHANGS SHALL NOT EXTEND FARTHER THAN 3
 FT. INTO ANY SETBACK. [ZLDR S.94-305(B)(2)]
  
  
 SIGNAGE COMMENTS:
  
 1.) A MAXIMUM OF THREE (3) WALL SIGNS IS PERMITTED FOR
 THE PROPOSED BUILDING. THE ARCHITECTURAL ELEVATIONS
 INDICATE THAT THERE WILL BE A TOTAL OF TEN (10) WALL
 SIGNS. [ZLDR S.94-408(D)(1)]
  
 2.) CONSIDER ELIMINATING ONE OR BOTH EXISTING LEGAL
 NON-CONFORMING POLE SIGNS, WHEN ADDRESSING THE SITE
 DESIGN/ARCHITECTURAL ISSUES.
  
  
 LIGHTING PLAN COMMENTS:
  
 1.) ALL OUTDOOR LIGHTING SHALL BE SHIELDED TO REDUCE
 GLARE AND SHALL BE ARRANGED TO REFLECT LIGHT OR GLARE
 AWAY FROM ALL ADJACENT RESIDENTIAL DISTRICTS, ADJACENT
 RESIDENCES, OR PUBLIC THOROUGHFARES. A NOTE SHALL BE
 PROVIDED IN THE PLAN TO DEMONSTRATE COMPLIANCE. [ZLDR
 S.94-309(A)]
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF
 FIFTEEN (15) PAPER COPIES, ONE (1) REDUCED COPY IN 8.5
 INCHES X 11 INCHES AND ONE (1) SET IN 11 INCHES X 17
 INCHES, AND AN ELECTRONIC COPY OF ALL PLANS.
  
 * PLEASE NOTE THAT CHANGES ON THE RESUBMITTED PLANS MAY
 RESULT IN ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT ($200) OF THE ORIGINAL APPLICATION
 FEE.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 OR
 [email protected] IF THERE ARE QUESTIONS.
  
  Print


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved