Plan Review Details - Project E10100013
Plan Review Stops For Project E10100013
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 11-04-2010 Cont ID  
Sent By mgonzale Date 11-04-2010 Time   Rev Time 16.00
Received By mgonzale Date 11-04-2010 Time   Sent To  
Notes
2010-11-04 08:13:24PLAN REVIEW COMMENTS: 11/1/2010
 WATER AND SEWER
 SHEET 3 OF 22
 1.WATER SERVICE TO LIFT STATION CROSSES FM AT TWO
 LOCATIONS.
 2.WATER SERVICE TO BUILDING CROSSES DRAINAGE LINE.
 3.WATER SERVICE CROSSES GRAVITY SEWER.
 4.CALL OUT CITY OF WPB L.S.
 5.SHOW F.F.E. FOR BUILDING.
 6.WATER CROSSES DRAINAGE
 7.POSSIBLE CONFLICT WITH PROPOSED CATCH BASIN AND
 PROPOSED SEWER.
 8.CALL OUT 8" TAP AS 8"X8" TAPPING SLEEVE AND VALVE.
 9. CHANGES 1-8 SHOULD ALSO REFLECT ON SHEET 4 OF 22.
 SHEET 4 OF 22
 10.SHOW EXISTING FM MANHOLE TO BE REHABILITATED.
 11.EXISTING MANHOLE MISSING SOUTH INVERT AND EAST
 INVERT ELEVATION.
 12.EXISTING SEWER MANHOLE TO BE REHABILITATED
 13.EXISTING MANHOLE MISSING S.W. INVERT ELEVATION
 14.IS LAST MANHOLE NEEDED? WHAT DOES IT SERVE?
 15.IDENTIFY STORAGE BUILDINGS AND THEIR F.F.E.
 SHEET 5 OF 22
 16. SHOW INVERT ELEVATIONS OF EXISTING SEWER MANHOLE IN
 PARKER AVENUE.
 17. SHOW DIMENSION MINIMUM SEPARATION BETWEEN WATER AND
 SEWER.
 18. ADD CLEAN-OUTS EVERY 75 LINEAR FEET.
 19. MH-12 DOES NOT SHOW WEST INVERT AND EAST INVERT
 ELEVATION DEFINED.
 20. EXISTING SEWER PIPE DIAMETER AND MATERIAL IS NOT
 SHOWN.
 21. WATER SERVICE CROSSES OVER DRAINAGE, SHOW CONFLICT
 ELEVATIONS.
 SHEET 6 OF 22
 22. MH-3 IS MISSING WEST ELEVATION AND EAST ELEVATION.
 23. SHOW F.F.E. FOR 3 BUILDINGS.
 24. MOVE PROPOSED VALVE CLOSER TO HYDRANT FOR THE EASE
 OF LOCATING.
 25. EASEMENT LINE SHOWN BOLD AND SOLID, PLEASE CORRECT.
 26. METER LOCATION NEEDS TO BE MORE ELABORATE DO TO A
 4'X6' VAULT AREA REQUIRED FOR METER. SHOW DOMESTIC
 BACKFLOW LOCATION.
 METER WILL NEED TO BE SHOWN IN THE EASEMENT, BACKFLOW
 IS PRIVATE.
 27. CALL OUT 4"X8" TEE.
 28. SHOW ALL UTILITY CROSSING CONFLICTS.
 SHEET 7 OF 22
 29. SHOW INVERT ELEVATION OF EXISTING MANHOLE OR DELETE
 THE XX.XX
 SHEET 8 OF 22
 30. DESCRIBE THE ARV WILL BE IN A MANHOLE.
 31. MH-7 SOUTH INVERT IS MISSING.
 32. SHOW ALL CROSSINGS CONFLICTS WITH WATER.
 33. ADD NOTE TO ADJUST TOP TO EXISTING ARV MANHOLE.
 34. WM AND FM CONFLICT POINTS TO WRONG CROSSING
 35. SHOW FFE ELEVATIONS TO BUILDINGS.
 SHEET 9 OF 22
 36. SHOW ALL UTILITY CROSSING CONFLICTS.
 37. CALL OUT SIZE AND MATERIAL OF NEW SEWER PIPE YOU
 ARE CONNECTING TO EXISTING MANHOLE.
 38. NOTE EXISTING MANHOLE TO BE REHABILITATED AS PER
 CITY OF WEST PALM BEACH SPEC.
 39. PROVIDE EASEMENT AROUND FIRE HYDRANT ON-SITE. 5
 FEET MINIMUM AROUND.
 40. SHOE STREET NAMES HILLCREST AND PARKER.
 41. SHOW F.F.E. OF EXISTING BUILDINGS.
 SHEET 10 OF 22
 42. SHOW EXISTING F.M. CROSSING PROPOSED FIRE HYDRANT.
 43. CALL OUT SECTION A-A ON PLAN VIEW.
 44. WM ELEVATION DEVIATION WILL REQUIRE A NEW ARV.
 45. SHOW CROSS SECTION OF A-A WITH BENDS.
 46. SHOW EXISTING SEWER MANHOLE TO CAP E. AND W.
 ELEVATION.
 SHEET 11 OF 22
 47. EXISTING MANHOLE IS MISSING SOUTH AND EAST INVERT
 ELEVATIONS.
 48. EXISTING MANHOLE WILL NEED TO BE REHABILITATED AS
 PER CITY OF WEST PALM BEACH SPEC.
 49. SHOW ALL UTILITY CROSSINGS.
 50. PROPOSED WATERMAIN TO TIE INTO 16" DIP WATERMAIN
 WITH 8"X16" TAPPING VALVE AND SLEEVE.
 51. EXISTING HYDRANT TO REMAIN. ADD EASEMENT AS NEEDED.
 52. EXISTING 6" G.V. STUB TO BE RESTRAINT BACK TO MAIN.
 53. EXISTING SANITARY SEWER MANHOLE ON PARKER SHOWS
 DUPLICATE INFORMATION.
 SHEET 12 OF 22
 54. SHOW ALL UTILITY CROSSINGS.
 55. MH-13 SHOWS DUPLICATE INVERT INFORMATION.
 56. ADD CLEAN-OUTS EVERY 75 LINEAR FEET.
 57. SHOW BUILDING F.F.E.
 SHEET 13 OF 22
 58. SHOW BUILDING F.F.E.
 59. ADD CLEAN-OUTS EVERY 75 LINEAR FEET
 60. EXISTING MANHOLE WHERE NEW GRAVITY SEWER TIES IN
 NEED TO BE NOTED: TO BE REHABILITATED AS PER CITY OF
 WEST PALM BEACH SPEC.
 61. TO WHAT MAIN IS SERVING EXISTING WATER SERVICE TO
 CITY LIFT STATION? WILL THAT SERVICE BE CAPPED AND
 WHERE?
 SHEET 15 OF 22
 62. SHOW EXISTING WATERMAIN STUB TO BE CUT BACK AND
 RETRAIN.
 63. ADJUST WATER AND SEWER PROFILES PER PLAN COMMENTS.
  
 PLAN REVIEW COMMENTS: 11/1/2010
 PAVING AND DRAINAGE
 SHEET 4 OF 20
 1. PROPOSED ACCESS TO WPB LIFT STATION SHALL BE
 CONCRETE.
 SHEET 5 OF 20
 2. TRUNCATED DOMES REQUIRED AT ALL STREET CROSSING AND
 ALL ADA LOCATIONS.
 SHEET 6 OF 20
 3. H.C. RAMPS MISSING AT TWO SOUTHERN H.C. PARKING
 LOCATION.
 4. NOTE: NEW DRIVEWAYS PER CITY OF WEST PALM BEACH
 STANDARD (CONCRETE APPROACH)(ADA RAMPS WITH 2 FEET WIDE
 TRUNCATED DOME PADS)
 5. MODIFY EXISTING CATCH BASIN TOP TO CORRECT ALIGNMENT
 OF PARKER AVENUE. UNEVEN CURB IS A HAZARD TO DRIVERS.
 6. THERE ARE ATLEAST 5 CONCRETE DRIVEWAY APRONS THAT
 NEED REMOVAL. YOU MAY SUMMARIZE IN A NOTE TO CONTRACTOR
 TO REPLACE APRONS (12 FEET WIDE +/-) WITH NEW SIDEWALK,
 GREEN AREA AND CURB.
 7. NEW ENTRANCE DRIVE TO PARK DOES NOT ALIGN WITH
 RIDGEWOOD AVENUE CENTERLINE. CAN WE GET A BETTER
 ALIGNMENT ON THIS?
 SHEET 7 OF 20
 8. TRUNCATED DOMES REQUIRED AT ALL STREET CROSSING AND
 ALL ADA LOCATIONS.
 9. REVIEW H.C. RAMP ALIGNMENT AT ROAD CROSSING. RAMP
 CANNOT LEAD TO A CURB.
 10. CROSSING TEXT BLOCKED BY ELEVATION.
 SHEET 8 OF 20
 11. TYPICAL RESTORATION DETAIL IS NOT SHOWN.
 12. 2 BRICK CATCH BASINS WILL NEED MODIFIED TOPS TO
 ALIGN WITH NEW TYPE 'D' CURB ALONG PARKER AVENUE.
 13. PIPE INVERT ELEVATIONS ARE MISSING FROM STORM
 PIPES.
 SHEET 9 OF 20
 14. HANDICAP PARKING DOES NOT SHOWN RAMPS OR ADA PATH.
 15. CROSSWALKS ARE NOT IDENTIFIED WITH ADA RAMPS OR
 TRUNCATED DOMES (SEE MARK-UP FOR LOCATIONS).
 SHEET 10 OF 20
 16. NO SIGNAGE PLANS WHERE INCLUDED WITH SUBMITTAL.
 INTERSECTION AT HILLCREST WILL NEED SIGNAGE AND
 CROSSWALK STRIPING. PAINT SHALL BE THERMOPLASTIC.
 17. INCLUDE STANDARD NOTE FOR THE REMOVAL OF DRIVEWAY
 APPROACHES ALONG PARKER AVENUE AND REPLACE WITH
 SIDEWALK AND CURB.
 18. SHOW AREA TO MILL AND OVERLAY, HILLCREST BLVD AND
 PARKER AVENUE, INTERSECTION TRANSITION OF PAVEMENT FROM
 CENTERLINE OF PARKER AVENUE TO EDGE OF PAVEMENT OF
 PARKER AVE (APPROXIMATE AREA 50 FEET NORTH AND 50 FEET
 SOUTH FROM CENTERLINE).
 SHEET 11 OF 20
 19. SECTION DD IS SHOWN ON PLAN VIEW HOWEVER NOT SHOWN
 ANYWHERE IN PROFILE.
 SHEET 12 OF 20
 20. SECTION AA, BB, CC ARE SHOWN ON PLAN VIEW HOWEVER
 NOT SHOWN ANYWHERE IN PROFILE.
 21. INCLUDE STANDARD NOTE FOR THE REMOVAL OF DRIVEWAY
 APPROACHES ALONG PARKER AVENUE AND REPLACE WITH
 SIDEWALK AND CURB.
 SHEET 16 OF 20
 22. SECTION EE AND FF ARE SHOWN ON PLAN VIEW HOWEVER
 NOT SHOWN ANYWHERE IN PROFILE.
 SHEET 19 OF 20
 23. CORRECT STREET NAME AT EL PRADO INTERSECTION (FROM
 AVENIDA HERMOSA TO EL PRADO)
 24. SHOW VIEW OF INTERSECTION OF EL VEDADO AND PARKER
 AVENUE.
 25. CATCH BASIN MODIFICATION ALONG PARKKER AVENUE WILL
 BE REQUIRED. INCLUDE A MODIFIED TOP TO ADJUST TO NEW
 ROAD CURB ALIGNMENT
 THOSE NOT BEING ABLE TO MODIFY PROVIDE NEW STRUCTURES
 AS NECESSARY.
 26. EVALUATE LOCUST ST AND EL PRADO, MILL AND OVERLAY
 AREA TO CORRECT THE EXISTING PRONOUNCED CROWNING.
  
 MANUEL JULIAN GONZALEZ
 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-E ENGINEERING ENVR. MIT. REVIEW
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Review Stop ENG-F ENGINEERING FINAL DRAWING REV
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Review Stop ENG-M ENGINEERING MODIFICATION REV
Rev No 1 Status P Date 06-20-2012 Cont ID  
Sent By mgonzale Date 06-20-2012 Time   Rev Time 3.00
Received By mgonzale Date 06-18-2012 Time   Sent To  
Notes
2012-06-20 12:48:32PASSED WITH PROVISO:
  
 #1 PLANNING:
 BRIAN:
 THANKS FOR DROPPING OF THE PROPOSED ENGINEERING/UTILITY
 REVISIONS FOR THE MODIFIED TENNIS COMPLEX. AFTER
 REVIEWING THE PLANS, THEY DO NOT MATCH THAT WHICH WAS
 SUBMITTED AS PART OF THE PLANNED DEVELOPMENT (PD) IN
 OUR OFFICE. THE SIDEWALK CONFIGURATIONS ARE DIFFERENT,
 YOUR PLANS SHOWS ADDITIONAL BLEACHERS AND BUILDINGS,
 AND THE COURTS AT THE FAR SOUTH END DO NOT MATCH THAT
 WHICH WAS REVIEWED FOR THE PD.
 WE NEED TO ENSURE THAT THE PLANS SUBMITTED TO YOUR
 OFFICE MATCH THAT WHICH WAS REVIEWED AND APPROVED
 THROUGH THE PD....ANY MODIFICATIONS REQUIRE AN
 AMENDMENT WHICH WILL NEED TO BE SUBMITTED TO PLANNING &
 ZONING.
 IF YOU HAVE ANY QUESTIONS, PLEAS LET ME KNOW.
 THANKS!
 JOHN P. ROACH, AICP
 SENIOR PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT
 PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1460
 EMAIL: [email protected]
  
 #2 PLANS ARE RETURNED REDLINED TO EOR IDENTIFYING
 COMMENTS, RESPOND IN WRITING ACKNOWLING ITEMS.
  
 #3 PLANS SHOW ELEMENTS OF WATER AND SEWER THAT WILL
 HAVE TO BE REVIEWED AND APPROVED THRU A PLUMBING
 PERMIT.
  
 #4 DRAINAGE EASEMENT TO CITY OF WPB WILL BE REQUIRED.
  
 #5 EOR MUST PROVIDE LETTER REQUESTING METER SERVICES
 AND ADDRESSES SO THAT A UTILITY ACCOUNT CAN BE SETUP.
  
 #6 PROVIDE AS-BUILTS FOR THE SUBJECT TENNIS AREA.
 CONVEYANCE PACKET IS AVAILABLE FOR ELEMENTS THAT WILL
 BE OWNED BY THE CITY.
  
 MANUEL JULIAN GONZALEZ FOR
 BRIAN R. MOREE
 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) 644-7301
 EMAIL: [email protected]
  
  
Review Stop ENG-P ENGINEERING PLANNING REVIEW
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Review Stop ENG-T ENGINEERING TRAFFIC STUDY REV
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Review Stop Z ZONING
Rev No 2 Status P Date 11-30-2010 Cont ID  
Sent By jroach Date 11-30-2010 Time 09:59 Rev Time 0.00
Received By jroach Date 11-30-2010 Time 09:59 Sent To  
Notes
2010-11-30 10:26:20ZONING REVIEW OF ENGINEERING SERVICES PLANS
 ___________________________________________
  
 DATE OF REVIEW: 11/30/2010
 PROJECT NO.: E10100013
 ADDRESS: PARKER AVENUE
 APPLICANT/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: PALM BEACH ATLANTIC UNIVERSITY
 ATHLETIC COMPLEX
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. THIS REVIEW IS PASSED FOR GRADING AND UNDERGROUND
 UTILITY WORK ONLY!
  
 2. PROCEEDING WITH WORK UNDER THIS REVIEW IS AT THE
 CONTRACTOR'S/APPLICANT'S OWN RISK!
  
 3. PRIOR TO ANY CONSTRUCTION ACTIVITY ON ABOVE-GROUND
 IMPROVEMENTS, ANY AND ALL INCONSISTENCIES SHALL BE
 IDENTIFIED AND RESOLVED BETWEEN UTILITY AND
 SITE/LANDSCAPE PLANS. IF NECESSARY, AN AMENDMENT TO THE
 COMMUNITY SERVICE PLANNED DEVELOPMENT (CSPD) SHALL BE
 SUBMITTED TO THE PLANNING AND ZONING DEPARTMENT.
  
 SEE ATTACHED LETTER FROM MR. LU HARDIN, PRESIDENT, PALM
 BEACH ATLANTIC UNIVERSITY, DATED NOVEMBER 3, 2010,
 INDICATING THEIR UNDERSTANDING OF THESE PROVISOS.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 PLANNING AND ZONING DEPARTMENT
 401 CLEMATIS STREET - P.O. BOX 3366
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1459
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
  
Review Stop Z ZONING
Rev No 1 Status F Date 10-20-2010 Cont ID  
Sent By jroach Date 10-20-2010 Time 09:46 Rev Time 0.00
Received By jroach Date 10-20-2010 Time 09:45 Sent To  
Notes
2010-10-20 09:46:47ZONING REVIEW OF ENGINEERING SERVICES PLANS
  
 DATE OF REVIEW: OCTOBER 18, 2010
 ADDRESS: SOUTHWEST CORNER OF HAMPTON ROAD AND PARKER
 AVENUE (HILLCREST BUYOUT AREA)
  
 REVIEW STATUS: FAILED
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 THE FOLLOWING COMMENTS APPLY TO ALL SHEETS AND SHOULD
 BE ADDRESSED IN ALL AREAS WHERE APPLICABLE...
  
 1. THERE APPEARS TO BE NUMEROUS CONFLICTS BETWEEN THE
 PROPOSED UNDERGROUND UTILITIES AND EXISTING/PROPOSED
 LANDSCAPING. IT IS REQUESTED BY CITY STAFF THAT YOU
 PLEASE PROVIDE AN OVERLAY SHOWING ALL OF THE PROPOSED
 UTILITIES AS WELLS THAT THE EXISTING/PROPOSED
 LANDSCAPING.
  
 2. THERE APPEARS TO BE NUMEROUS CONFLICTS WITH PROPOSED
 LANDSCAPING IN LOCATIONS WHERE A DESIGNATED SWALE AREA
 IS BEING PROPOSED. SEE COMMENT ABOVE REGARDING THE
 PROVISION OF AN OVERLAY. IS LANDSCAPING IN THE SWALE
 PERMISSIBLE, OR DOES IT CREATE POTENTIAL CONFLICTS WITH
 DRAINAGE THAT WILL NEED TO BE ADDRESSED?
  
 3. THERE APPEARS TO BE NUMEROUS CONFLICTS BETWEEN
 PROPOSED LANDSCAPING AND AREAS THAT HAVE BEEN
 DESIGNATED FOR A "STABILIZED ACCESS PATH". SEE COMMENT
 ABOVE REGARDING THE PROVISION OF AN OVERLAY.
  
 4. THERE ARE SEVERAL LOCATIONS THROUGHOUT THE SITE
 WHERE CROSSWALKS WERE NOT IDENTIFIED ON THE PARKING LOT
 DRIVE AISLES. PLEASE BE SURE THAT APPROPRIATE
 CROSSWALKS ARE PROVIDED IN ALL APPLICABLE LOCATIONS.
  
 THE FOLLOWING COMMENTS RELATE TO SPECIFIC AREAS OF THE
 PROJECT AND HAVE BEEN MARKED ON THE SHEETS
 IDENTIFIED...
  
 5. SHEET 11 OF 20 - ADJUST THE CONFIGURATION OF THE
 SIDEWALK THAT TIES INTO THE RESIDENTIAL STREET SO THAT
 IT IS NOT IMMEDIATELY ADJACENT TO THE RESIDENTIAL
 PROPERTY LINE; THERE SHOULD BE A BUFFER BETWEEN THE
 SIDEWALK AND THE RESIDENTIAL PROPERTY LINE.
  
 6. SHEET 7 OF 20 - THE PARKING CONFIGURATION NORTH OF
 THE MAIN ADMINISTRATION BUILDING HAS BEEN MODIFIED AND
 DOES NOT MATCH THE ADOPTED MASTER PLAN. PLEASE CONTACT
 ME REGARDING THIS AS IT HAS SHIFTED SEVERAL OTHER
 ASPECTS OF THE PLANS.
  
 7. SHEET 6 OF 20 - THERE ARE SEVERAL AREAS IN THE
 VICINITY OF THE FOUNTAIN THAT WERE TO HAVE BERMS AS A
 MEANS OF SAFETY AND TO VISUALLY SCREEN THE PARKING,
 ETC. FROM THE ADJACENT RIGHT-OF-WAY. THESE BERMS WERE
 IDENTIFIED ON THE ADOPTED MASTER PLAN; HOWEVER, THE
 ENGINEERING PLANS ARE SHOWING CATCH BASINS, ETC. IN
 THESE AREAS.
  
 8. SHEET 6 OF 20 - THE LOCATION OF THE "PARK PAVILION
 BY OTHERS" AND OTHER UNDERGROUND UTILITIES APPEAR TO BE
 IN CONFLICT WITH THE EXISTING FICUS TREES IN THE AREA
 SURROUNDING THE FOUNTAIN. SEE COMMENT ABOVE REGARDING
 THE PROVISION OF AN OVERLAY.
  
 THE FOLLOWING COMMENTS DO NOT DIRECTLY AFFECT THE
 PROPOSED UTILITIES, BUT SHOULD BE CONSIDERED IN FURTHER
 DEVELOPMENT OF THE PROJECT...
  
 9. SHEET 4 OF 20 - THE PROPOSED VEHICULAR GATE THAT IS
 LOCATED ALONG HAMPTON ROAD, RESTRICTING ACCESS TO THE
 STABILIZED PATH, APPEARS TO BE CONFLICTING WITH
 PROPOSED LANDSCAPING. SEE COMMENT ABOVE REGARDING THE
 PROVISION OF AN OVERLAY.
  
 10. THE GATES SHOWN AT THE MAIN ENTRANCE (INBOUND SIDE)
 ARE FACING THE WRONG DIRECTION. PLEASE ADJUST
 ACCORDINGLY.
  
 PLEASE NOTE THAT ALL CONSTRUCTION SHOULD BE DONE IN
 ACCORDANCE WITH THE PALM BEACH ATLANTIC UNIVERSITY
 ATHLETIC CAMPUS DEVELOPMENT ORDER (ORDINANCE NO.
 4114-08) AND THE AGREEMENT BETWEEN THE CITY OF WEST
 PALM BEACH AND PALM BEACH ATLANTIC UNIVERSITY, INC., AS
 ADOPTED BY RESOLUTION NO. 48-08.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 PLANNING AND ZONING DEPARTMENT
 401 CLEMATIS STREET - P.O. BOX 3366
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
  
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