| Date |
Text |
| 2016-09-14 12:12:35 | 1515 S. FLAGLER DRIVE - THE MODERN |
| | |
| | PUBLIC UTILITIES - LAURA LE 561-494-1093 |
| | |
| | BELOW ARE THE WATER AND SEWER COMMENTS FROM A CURSORY |
| | REVIEW OF CONCEPTUAL ENGINEERING PLAN SHEET C1.00: |
| | |
| | 1. THE CITY IS EVALUATING IMPACTS TO THE WATER AND |
| | SEWER SYSTEMS DUE TO INCREASED DEMAND; |
| | 2. INCLUDE APPLICABLE CITY OF WEST PALM BEACH STANDARD |
| | WATER AND SEWER DETAILS UPDATED VERSION 2016; |
| | 3. REFER TO THE CITY'S STANDARD DETAILS FOR ACCEPTABLE |
| | PLACEMENT OF PROPOSED BACKFLOW PREVENTER ASSEMBLY, |
| | METER BOX/VAULT, AND DOUBLE DETECTOR ASSEMBLY; |
| | 4. SHOW ALL EXISTING UTILITIES ON OLIVE AVENUE, ARKONA |
| | COURT, AND FLAGLER DRIVE. PROVIDE UTILITY CROSSING INFO |
| | @ PROPOSED UTILITY CROSSINGS. |
| | 5. EXISTING UTILITY SERVICE LINES, IF NOT USED BY THE |
| | SITE REDEVELOPMENT, ARE TO BE CUT AND CAPPED AT THE |
| | MAIN AND REMOVED IF LARGER THAN 2 INCHES IN DIAMETER; |
| | 6. SUBMIT SIGNED & SEALED ENGINEER/MEP WATER AND SEWER |
| | DEMAND CALCULATIONS (AVERAGE AND PEAK) FOR METER SIZING |
| | SELECTION AND SERVICE SIZING. ALSO PROVIDE CALCULATIONS |
| | FOR FIRE FLOW DEMAND; |
| | 7. PROVIDE THE FIRE HYDRANT FLOW TEST DATA FROM |
| | EXISTING FIRE HYDRANT USED FOR DESIGN; |
| | 8. CALL OUT POINT OF SERVICE FOR WATER AND SEWER; |
| | 9. CITY'S RECORD INFORMATION INDICATES THAT THE |
| | EXISTING WM ON OLIVE AVENUE IS 8-INCH DIP WM. PLEASE |
| | REVISE THE PLAN ACCORDINGLY; |
| | 10. CITY'S RECORD INFORMATION SHOWS THAT FROM AN |
| | EXISTING SAN MH AT THE OLIVE AVENUE AND CRANENEST WAY |
| | INTERSECTION, THERE IS AN 8-INCH SAN SEWER THAT RUNS |
| | EAST FOR APPROXIMATELY 320 LF AND TERMINATE ON THE |
| | SUBJECT PROPERTY. THERE IS NEED TO TELEVISE THIS MAIN |
| | AND CALL OUT THE PIPE SECTION WITHIN THE R/W TO BE |
| | REMOVED IF NOT IN USE; |
| | 11. THE PROPOSED 10-INCH SAN SEWER SERVICE CONNECTION |
| | ON FLAGLER DRIVE NEEDS TO BE PERPENDICULAR TO THE |
| | EXISTING SAN SEWER MAIN. ADD A SAN MH AT THE JUNCTION. |
| |
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