Plan Review Details - Project Z17080007
Plan Review Stops For Project Z17080007
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 10-16-2017 Cont ID  
Sent By squinone Date 10-16-2017 Time   Rev Time 0.00
Received By squinone Date 10-16-2017 Time   Sent To  
Notes
2017-10-16 15:45:35CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 DATE:10/16/2017
 PROJECT: Z17080007: PALM HARBOR MARINA HOTEL
 ADDRESS: 300 N. FLAGLER DR.
 STATUS: PASSED
  
 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 DIVISION OF THE PUBLIC
 WORKS DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION FORMS CAN BE DOWNLOADED AT:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE ?AUTO-CALC
 CERTIFIED COST ESTIMATE FORM? FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT. THIS FORM CAN
 BE DOWNLOADED FROM THE FOLLOWING LINK:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 3. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
 SANITARY SEWER CALCULATION (AVERAGE AND PEAK WITH
 PEAKING FACTOR). SUBMIT CALCULATIONS TO VALIDATE METER
 SIZE SELECTION. SHOW THESE CALCULATIONS ON THE UTILITY
 PLAN SHEET AS WELL;
  
 4. PLEASE INCLUDE APPLICABLE CITY OF WEST PALM BEACH
 STANDARD DETAILS TO THE DETAILS SHEET. CONTACT THE
 ENGINEERING SERVICES DEPARTMENT FOR THE LATEST REVISED
 DETAILS IN CAD FORMAT. CITY?S STANDARD DETAILS (IN PDF
 FILE FORMAT) CAN BE DOWNLOADED FROM THE FOLLOWING SITE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO
 RMS,-PERMITS-APPLICATIONS
  
 5. PLACEMENT OF THE PROPOSED METER, BACKFLOW PREVENTER,
 DCDA ETC. SHALL BE INSTALLED PER THE CITY?S STANDARD
 DETAILS. WATER METER SHOULD BE INSIDE AN 'UTILITY
 EASEMENT' JUST INSIDE THE PROPERTY NEAR THE
 RIGHT-OF-WAY AND ACCESSIBLE;
  
 6. ENLARGE THE AREA (PREFERABLY TO A SCALE OF 1?=10?)
 TO SHOW DETAILS OF THE PROPOSED WATER METER;
  
 7. EXISTING SERVICES SERVING THIS SITE THAT WILL NOT BE
 USED ARE TO BE DEACTIVATED. PLUG THE EXISTING SERVICES
 AT THE MAIN - ABANDONED SERVICE LINES THAT ARE 2" AND
 SMALLER CAN BE ABANDONED IN PLACE, BUT ABANDONED
 SERVICE LINES LARGER THAN 2" ARE TO BE REMOVED. PLEASE
 LABEL PIPE SIZE AND MATERIAL AND ADD NOTES TO THE
 UTILITY PLANS ACCORDINGLY;
  
 8. PROPOSED SANITARY SEWER SHALL BE WITHIN UTILITY
 EASEMENT. SHOW THIS EASEMENT ON THE PLANS;
  
 9. STRIPE THE FIRST POINT OF TURN FOR THE 43-FEET TRUCK
 AS A ?NO PARKING? AREA;
  
 10. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
 EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
 POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
 LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 11. PROVIDE UTILITY CROSSING INFORMATION. SHOW CONFLICT
 INFORMATION (BOTTOM AND TOP OF CROSSING PIPES) AT THE
 CONFLICT POINTS OF ALL WATER, STORM AND SANITARY SEWER
 PIPES AS WELL AS OTHER FRANCHISE UTILITIES. EXISTING
 UTILITIES WITHIN THE PROPOSED SANITARY SEWER LATERAL
 ARE TO BE VERIFIED VIA SOFT DIGS, PROVIDE ALL UTILITY
 CROSSING INFORMATION;
  
 12. CCTV RECORD (VIDEO AND TV LOG) OF THE EXISTING AND
 NEW SANITARY SEWER (FULL LENGTH FROM MH TO MH) WILL BE
 REQUIRED AS PART OF THE PROJECT CLOSE-OUT SUBMITTALS;
  
 13. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR
 UTILITY CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE
 WITH CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE
 MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL
 LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A
 TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH.
 PLEASE SHOW ON THE FINAL PLANS THE EXTENT OF THE
 MILLING/RESURFACING AND THE REPLACEMENT OF
 THERMOPLASTIC STRIPING;
  
 14. PLEASE ALSO SHOW ON THE LANDSCAPE PLAN, WHEN
 SUBMITTED IN THE NEXT REVIEW PHASE, SHOW THE SIGHT
 TRIANGLES FOR THE ALL VEHICULAR EXITS FROM THE SITE.
 (SECTION 94-305E, CODE OF ORDINANCES);
  
 15. PLEASE NOTE THAT: AS OF DECEMBER 20, 2015 THE CITY
 OF WEST PALM BEACH CROSS-CONNECTION CONTROL MANUAL HAS
 BEEN REVISED, MAKING KNOWN THAT "ALL BACKFLOW DEVICES
 MUST BE LEAD FREE." FOR MORE INFORMATION REFER TO THE
 LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 16. THE PROPOSED FIRE DEPARTMENT CONNECTION SHALL BE
 WITHIN 100 FEET OF A FIRE HYDRANT.
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 08-30-2017 Cont ID  
Sent By squinone Date 08-30-2017 Time   Rev Time 0.00
Received By squinone Date 08-23-2017 Time   Sent To  
Notes
2017-08-30 14:26:16CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 DATE: 09/01/2017
 PROJECT: Z17080007: PALM HARBOR MARINA HOTEL
 ADDRESS: 300 N. FLAGLER DR.
 STATUS: FAILED
  
 THIS 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/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. MINIMUM THE CITY WILL ALLOW FOR TWO-WAY DIRECTIONAL
 DRIVEWAYS IS 20-FEET. CONSIDER REMOVING A REGULAR
 PARKING AND CREATING A SMALLER RADIUS IN ORDER TO MEET
 THE MINIMUM DRIVEWAY WIDTH;
  
 2. STRIPE THE FIRST POINT OF TURN FOR THE 43-FEET TRUCK
 AS A 'NO PARKING' AREA;
  
 3. REGULAR PARKING STALL WIDTH IS 8-FEET 6-INCHES;
  
 4. SOLID WASTE YARDAGE CALCULATION WILL NEED TO BE
 SUBMITTED AS PART OF THE FINAL DESIGN TO VERIFY THAT
 THE DESIGN INCLUDES APPROPRIATE NUMBER AND SIZE OF
 DUMPSTERS/GARBAGE RECEPTACLES. PLEASE SHOW ON THE PLAN
 IF A COMPACTOR IS PROPOSED TO REDUCE THE YARDAGE OF
 WASTE THAT WILL NEED TO BE COLLECTED;
  
 5. PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING
 THE SOLID WASTE COLLECTION VEHICLE CAN ACCESS THE
 PROPOSED DUMPSTER AND COMPACTOR LOCATIONS. THE TRASH
 DUMPSTER/COMPACTORS MUST LOCATED IN AREAS EASILY
 SERVICED BY THE CITY SANITATION EQUIPMENT AND MANPOWER
 PER SECTION 74-35(A)(5) OF THE CODE OF ORDINANCES. IF A
 ROLL?OFF COMPACTOR IS PROPOSED, PLEASE PROVIDE A LETTER
 FROM THE PRIVATE PROVIDER VERIFYING THAT THEY CAN
 PROVIDE SERVICE WITH THE CONFIGURATION SHOWN ON THE
 PLANS;
  
 6. PLEASE INCLUDE THE CITY OF WEST PALM BEACH STANDARD
 DETAIL FOR THE DUMPSTER ENCLOSURE ON THE PLANS. MINIMUM
 DIMENSIONAL (E.G. THE GATE WIDTH MUST BE A MINIMUM OF
 12.5 FEET) REQUIREMENTS FOR THE ENCLOSURE ARE LISTED IN
 CODE OF ORDINANCES, SECTION 94-444(B) OF THE CODE OF
 ORDINANCES. CITY STANDARD DETAIL GC-8 MAY BE DOWNLOADED
 AT:
 HTTP://WPB.ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEE
 RING-STANDARDS/
  
 7. IF ROLL OUT TYPE DUMPSTER IS PROPOSED, PLEASE NOTE
 ON THE PLANS THAT: ?OWNER IS RESPONSIBLE TO ROLL OUT
 THE DUMPSTER OUTSIDE THE ENCLOSURE PRIOR TO CITY?S
 SANITATION CREW PICK UP GARBAGE?. CITY'S FRONT LOADING
 SANITATION/GARBAGE TRUCKS NEED AT LEAST 25-FEET
 VERTICAL CLEARANCE FOR TIPPING THE GARBAGE
 RECEPTACLES/BINS OVER IT;
  
 8. CITY'S GARBAGE COLLECTOR TRUCK NEEDS TO HAVE NO LESS
 THAN 14' HIGH VERTICAL CLEARANCE AND 12' HORIZONTAL
 CLEARANCES FOR THE TRUCK TO DRIVE THROUGH;
  
 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 DIVISION OF THE PUBLIC
 WORKS DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION FORMS CAN BE DOWNLOADED AT: HTTP://WPB.ORG/
 DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APP
 LICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT. THIS FORM CAN
 BE DOWNLOADED FROM THE FOLLOWING LINK: HTTP://WPB.ORG/D
 EPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPL
 ICATIONS
  
 3. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
 SANITARY SEWER CALCULATION (AVERAGE AND PEAK WITH
 PEAKING FACTOR). SUBMIT CALCULATIONS TO VALIDATE METER
 SIZE SELECTION. SHOW THESE CALCULATIONS ON THE UTILITY
 PLAN SHEET AS WELL;
  
 4. PLEASE INCLUDE APPLICABLE CITY OF WEST PALM BEACH
 STANDARD DETAILS TO THE DETAILS SHEET. CONTACT THE
 ENGINEERING SERVICES DEPARTMENT FOR THE LATEST REVISED
 DETAILS IN CAD FORMAT. CITY'S STANDARD DETAILS (IN PDF
 FILE FORMAT) CAN BE DOWNLOADED FROM THE FOLLOWING SITE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO
 RMS,-PERMITS-APPLICATIONS
  
 5. PLACEMENT OF THE PROPOSED METER, BACKFLOW PREVENTER,
 DCDA ETC. SHALL BE INSTALLED PER THE CITY?S STANDARD
 DETAILS. WATER METER SHOULD BE INSIDE AN 'UTILITY
 EASEMENT' JUST INSIDE THE PROPERTY NEAR THE
 RIGHT-OF-WAY AND ACCESSIBLE;
  
 6. ENLARGE THE AREA (PREFERABLY TO A SCALE OF 1"=10' TO
 SHOW DETAILS OF THE PROPOSED WATER METER;
  
 7. EXISTING SERVICES SERVING THIS SITE THAT WILL NOT BE
 USED ARE TO BE DEACTIVATED. PLUG THE EXISTING SERVICES
 AT THE MAIN - ABANDONED SERVICE LINES THAT ARE 2" AND
 SMALLER CAN BE ABANDONED IN PLACE, BUT ABANDONED
 SERVICE LINES LARGER THAN 2" ARE TO BE REMOVED. PLEASE
 LABEL PIPE SIZE AND MATERIAL AND ADD NOTES TO THE
 UTILITY PLANS ACCORDINGLY;
  
 8. PROPOSED SANITARY SEWER SHALL BE WITHIN UTILITY
 EASEMENT. SHOW THIS EASEMENT ON THE PLANS;
  
 9. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
 EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
 POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
 LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 10. PROVIDE UTILITY CROSSING INFORMATION. SHOW CONFLICT
 INFORMATION (BOTTOM AND TOP OF CROSSING PIPES) AT THE
 CONFLICT POINTS OF ALL WATER, STORM AND SANITARY SEWER
 PIPES AS WELL AS OTHER FRANCHISE UTILITIES. EXISTING
 UTILITIES WITHIN THE PROPOSED SANITARY SEWER LATERAL
 ARE TO BE VERIFIED VIA SOFT DIGS, PROVIDE ALL UTILITY
 CROSSING INFORMATION;
  
 11. CCTV RECORD (VIDEO AND TV LOG) OF THE EXISTING AND
 NEW SANITARY SEWER (FULL LENGTH FROM MH TO MH) WILL BE
 REQUIRED AS PART OF THE PROJECT CLOSE-OUT SUBMITTALS;
  
 12. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR
 UTILITY CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE
 WITH CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE
 MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL
 LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A
 TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH.
 PLEASE SHOW ON THE FINAL PLANS THE EXTENT OF THE
 MILLING/RESURFACING AND THE REPLACEMENT OF
 THERMOPLASTIC STRIPING;
  
 13. PLEASE ALSO SHOW ON THE LANDSCAPE PLAN, WHEN
 SUBMITTED IN THE NEXT REVIEW PHASE, SHOW THE SIGHT
 TRIANGLES FOR THE ALL VEHICULAR EXITS FROM THE SITE.
 (SECTION 94-305E, CODE OF ORDINANCES);
  
 14. PLEASE NOTE THAT: AS OF DECEMBER 20, 2015 THE CITY
 OF WEST PALM BEACH CROSS-CONNECTION CONTROL MANUAL HAS
 BEEN REVISED, MAKING KNOWN THAT "ALL BACKFLOW DEVICES
 MUST BE LEAD FREE." FOR MORE INFORMATION REFER TO THE
 LINK BELOW: HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES
 /FORMS-PUBLICATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-M
 ANUAL
  
 15. THE PROPOSED FIRE DEPARTMENT CONNECTION SHALL BE
 WITHIN 100 FEET OF A FIRE HYDRANT.
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 08-30-2017 Cont ID  
Sent By pleduc Date 08-30-2017 Time   Rev Time 0.00
Received By pleduc Date 08-30-2017 Time 14:39 Sent To  
Notes
2017-08-30 14:43:11THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT, HOWEVER, THERE ARE A FEW CONCERNS:
  
  
 1) ANY GATE(S) SHALL BE PROVIDED WITH KNOX KEY SWITCH
 ACCESS.
  
  
 2) AN ADDITIONAL FDC SHALL BE LOCATED NEAR THE REAR
 FIRE LANE. THE LOCATION SHALL BE COORDINATED THROUGH
 THE OFFICE OF THE FIRE MARSHAL.
  
  
 3) THE WIDTH OF THE ACCESS IS INDICATED A 16'8". THE
 MINIMUM REQUIRED WIDTH FOR A FIRE LANE IS 20'.
  
 PLEASE REVIEW AND MAKE CORRECTIONS.
  
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 09-01-2017 Cont ID  
Sent By rcaranci Date 09-01-2017 Time 09:26 Rev Time 0.00
Received By rcaranci Date 09-01-2017 Time 09:26 Sent To  
Notes
2017-09-01 09:27:02FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: PALM HARBOR MARINA HOTEL Z17080007
 AUGUST 31, 2017
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW THE
 REQUIRED TREE OR EQUIVALENT PALMS IN THE LANDSCAPE
 ISLAND BETWEEN THE PROPOSED LOADING SPACE AND THE
 SECOND ROW OF TANDEM PARKING.
  
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
 2. PRIOR TO ISSUANCE OF THE TREE ALTERATION PERMIT, ALL
 CANOPY CALCULATIONS FOR SILVER BUTTONWOOD SHALL BE
 CORRECTED TO 150 CANOPY CREDITS AS A CATEGORY 2 TREE.
  
 3. PRIOR TO ISSUANCE OF THE LANDSCAPE PERMIT, THE
 CALCULATIONS FOR OPEN SPACE USED FOR TREE, FLOWERING
 TREE AND SHRUB CALCULATIONS SHALL BE REVISED TO 40
 PERCENT OF THE SITE AREA EQUAL TO 25,804 SQ FT.
  
 4. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
  
 5. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop Z ZONING
Rev No 1 Status F Date 08-31-2017 Cont ID  
Sent By aaponte Date 08-31-2017 Time 16:13 Rev Time 0.00
Received By aaponte Date 08-31-2017 Time 16:13 Sent To  
Notes
2017-08-31 16:16:321. LANDSCAPE ISLAND WEST OF THE PARKING NEXT TO LOADING
 SHALL BE A MINIMUM OF 5 FEET IN WIDTH AND CAPTURE THE
 TANDEM PARKING SPACES.
 2. AND ADDITIONAL TREE IS NECESSARY.
 3. TWO-WAY DRIVE ACCESS SHALL BE A MINIMUM OF 20 FEET.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  Print


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