Plan Review Notes
Plan Review Notes For Project E10100013
Project Number E10100013
Review Stop ENG-A
Sequence Number 1
Notes
Date Text
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
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
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