| Date |
Text |
| 2016-05-27 07:43:34 | THE FOLLOWING COMMENTS, WHICH INCLUDE THOSE FROM |
| | CONCEPTUAL LEVEL REVIEW, MUST BE ADDRESSED PRIOR TO |
| | ENGINEERING DEVELOPMENT APPROVAL: |
| | |
| | 1. PLEASE SUBMIT SIGNED & SEALED ENGINEERING/MEP |
| | CALCULATIONS FOR WATER AND SEWER DEMAND (AVERAGE AND |
| | PEAK), INCLUDE IRRIGATION DEMAND AND FIRE FLOW DEMAND; |
| | |
| | 2. SHOW HOW NEW WATER MAIN WILL BE FILLED AND FLUSHED. |
| | REFER TO CITY'S STANDARD DETAIL P-6 PRESSURE PIPE AND |
| | PIGGING PROCEDURE. |
| | |
| | 3. EXISTING UTILITY SERVICE LINES, INCLUDING THOSE |
| | INSTALLED AND USED FOR CONSTRUCTION PURPOSES, ARE TO BE |
| | CUT AND CAPPED AT THE MAIN WHEN NEW SYSTEM BECOMES |
| | ACTIVE. ADD A NOTE TO CUT AND CAP THE EXISTING SERVICES |
| | (2-INCH IRRIGATION SERVICE AND POTABLE SERVICE) TOWARD |
| | ROSEMARY AVENUE. INCLUDE LOCATION AND DEPTH OF EXIST |
| | PIPES ON ASBUILTS DRAWING. |
| | |
| | 4. ADD AN BFP TO THE PROPOSED 1-1/2 INCH PRIVATE WATER |
| | SERVICE TO THE WESTERN FOUNTAIN AS CLOSE AS POSSIBLE TO |
| | THE POINT OF CONNECTION TO THE 8-INCH WATER MAIN. CALL |
| | OUT THE POINT OF SERVICE. HOW IS THIS SERVICE METERED? |
| | THE CITY'S CONSTRUCTION STANDARD FOR WATER SERVICE IS |
| | 1-INCH OR 2-INCH. |
| | |
| | 5. INDICATE THE LOCATION FOR SAMPLE POINT OF THE |
| | POTABLE WATER SOURCE AND CALL OUT AS "SOURCE". |
| | |
| | 6. THE CAP TO THE NORTH TERMINATION POINT OF THE |
| | PROPOSED 8-INCH SERVICE IS SHOWN ON THE PLAN. TO AVOID |
| | FUTURE BLOW OUT OF THE DEAD END, ADD A VALVE IN |
| | ADDITION TO THE CAP/PLUG WITH RESTRAINED JOINTS. CALL |
| | OUT ITS PROXIMITY (DISTANCE AND DEPTH) TO THE PROPOSED |
| | PRIVATE 8-INCH SANITARY SEWER. |
| | |
| | 7. PROVIDE UTILITY CROSSING INFORMATION. |
| | |
| | LAURA LE, P.E. |
| | PUBLCI UTILITIES ENGINEER |
| | CITY OF WEST PALM BEACH |
| | ENGINEERING AND PUBLIC WORKS DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | PHONE: 561-494-1093 |
| | CELL: 561-289-8414 |
| | [email protected] |
| |
Print |
