| Date |
Text |
| 2019-08-12 12:16:15 | 1. ADD NOTE TO PROVIDE 50 FT. PAVEMENT RESTORATION |
| | TRANSITION ON EACH SIDE OF PROPOSED TRENCH IN CITY |
| | MAINTAINED ROADWAY AREAS PER CITY OF WPB STANDARD |
| | DETAIL GC-9. |
| | 2. PLEASE SHOW ADJACENT SANITARY LATERAL LOCATIONS AND |
| | SHOW ADDRESSES OF ADJACENT PARCELS. |
| | 3. PLEASE PROVIDE LOCATION OF ALL DRY UTILITIES IN |
| | RIGHT OF WAY (CABLE, FPL, FIBER, GAS) AND LABEL |
| | ACCORDINGLY. |
| | 4. PLEASE PROVIDE EASEMENT FOR PLACEMENT OF PROPOSED |
| | WATER METERS. |
| | 5. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | LOCATION OF WATER METER AND BACKFLOW PREVENTION. |
| | 6. SHOW PROPOSED WATER MAINS IN CITY RIGHT OF WAY MADE |
| | FROM DUCTILE IRON PIPE (NOT PVC) AND SHOW PROPOSED |
| | LENGTH IN FEET. |
| | 7. SHOW DIMENSIONS OF PROPOSED DUMPSTER PER CURRENT |
| | CITY OF WPB STANDARD DETAIL GC-8. |
| | 8. PROVIDE PROFILES OF WATER AND SEWER AND SHOW ANY |
| | CROSSINGS/CONFLICTS. |
| | 9. CALLOUT SEPARATION OF UTILITIES. |
| | 10. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY |
| | SEWER ARE REQUIRED. |
| | 11. PROVIDE DIRECTION OF FLOW FOR PROPOSED STORM & |
| | SEWER. |
| | 12. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. |
| | 13. WHEN SUBMITTING APPROVED MATERIALS LIST, PLEASE |
| | PROVIDE MATERIAL/CUT SHEETS FOR ALL PROPOSED BACKFLOW |
| | DEVICES SHOWING SPECIFIC MODEL NUMBER AND SPECIFYING |
| | USC APPROVED LEAD-FREE DESIGN. |
| | 14. PROVIDE VIDEO OF EXISTING SANITARY SEWER ALONG |
| | ENTIRE PROJECT FRONTAGE. |
| | 15. PROVIDE CALCULATIONS OF EXISTING AND PROPOSED |
| | DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM & PEAK) AND |
| | FIRE FLOW DEMANDS. CALCULATIONS SHALL BE PER FAC 64E-6 |
| | FOR SEWER AND PER FAC 64-E.008 FOR WATER. |
| | 16. PLEASE PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE |
| | ONSITE JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY |
| | 75 FEET. |
| | 17. PROVIDE VERTICAL DATUM AND DATUM CONVERSION |
| | INFORMATION (NAVD 1988 AND NGVD 1929). |
| | 18. PLEASE ADD CITY OF WPB STANDARD DETAILS P-1, P-2, |
| | P-3, P-4, P-6, P-8 AND P-12 TO PLAN SHEETS. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MR. TRACY WARD, SR. |
| | STORMWATER ENGINEER AT CITY OF WPB ENGINEERING |
| | SERVICES. |
| | |
| | 1. THE 1929 VERTICAL DATUM IS ABBREVIATED NGVD 1929. |
| | NAVD 1929 IS USED ON THE PLANS. |
| | 2. REVISE CORING NOTE ON SHEET C5.1 TO REFER TO RCP |
| | PIPE INSTEAD OF PVC PIPE. |
| | 3. COORDINATE THE CONTROL STRUCTURE PIPE INVERT |
| | ELEVATIONS ON SHEET C5.1 (STORM SEWER STRUCTURES |
| | TABLE), SHEET C7.1 (CONTROL STRUCTURE DETAIL), SHEET |
| | C7.4 (PLAN VIEW), SHEET C7.5 (PLAN VIEW) AND ANY OTHER |
| | SHEET THEY MAY BE CALLED OUT. |
| | 4. HOW WILL THE CONTECH PIPE SYSTEM INTERCONNECTED OR |
| | MANIFOLDED FOR WATER TO FILL UP EACH OF THE CHAMBERS? |
| | 5. PUBLIC UTILITIES DEPARTMENT MAY HAVE TO APPROVE THE |
| | PLANTING OF TREES WITHIN THE UTILITY EASEMENT. |
| | 6. ROOT BARRIER NEEDED FOR THE 15? RCP OUTFALL PIPE. |
| | 7. IN SECTION 4.2 ?TREATMENT VOLUME CALCULATIONS? OF |
| | THE STORMWATER MANAGEMENT REPORT, THE EXFILTRATION |
| | SYSTEM IS TO TREAT 100% (NOT 50%) OF THE 1ST INCH OR |
| | 2.5 INCHES TIMES PERCENT IMPERVIOUS. THE RETENTION |
| | CREDIT IS OFFSET BY THE FACTOR OF SAFETY FOR |
| | EXFILTRATION SYSTEMS. |
| | 8. CORRECT THE SPELLING OF MR. GONZALEZ?S NAME ON SHEET |
| | C1.3. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, CUSTOMER |
| | SERVICE SUPERVISOR, PUBLIC UTILITIES: |
| | |
| | 1. PRIVATELY-OWNED BACKFLOW PREVENTERS SHOULD NOT BE IN |
| | UE -> SHOULD FALL JUST OUTSIDE OF UE ON PRIVATE |
| | PROPERTY AND OUT OF ROW. (PLEASE SHOW LOCATION IN AN |
| | ENLARGED DETAIL ON PLANS WITH METERS IN EASEMENTS.) |
| | 2. THERE IS A 2 INCH CITY IRRIGATION SERVICE IN THE |
| | AREA WHICH WE HAVE LABELED UNDER CRA IN OUR BILLING. |
| | THEY WOULD NEED APPROVE OF REMOVAL. |
| | 3. MAY BE A POSSIBLE CONFLICT WITH TREE AND WATER |
| | SERVICES WITH METER BOXES. LOOKING FOR TREES TO BE 5 |
| | FEET AWAY FROM WATER SERVICE PIPE AND METER BOX. |
| | 4. WE PREFER THAT THE WATER METER BOXES BE PLACED IN |
| | GRASS AREA, IT IS HARD TO TELL IF IT IS GRASS OR |
| | CONCRETE ON THE PLAN. |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | |
| | RICK ROSSANO |
| | PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR4 |
| | 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 |
| | |
| | CENTRAL OPERATIONS CENTER (DISPATCH): |
| | 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC |
| | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 |
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