| Date |
Text |
| 2016-06-28 07:56:29 | THIS IS A CONCEPTUAL LEVEL REVIEW OF WATER AND SEWER |
| | PLANS. ADDITIONAL COMMENTS ARE EXPECTED WHEN FULL |
| | DRAWINGS ARE SUBMITTED FOR ENGINEERING DEVELOPMENT |
| | APPROVAL. THE FOLLOWING COMMENTS INCLUDE THOSE |
| | DISCUSSED AT THE JUNE 6, 2016 PRE-ENGINEERING |
| | COORDINATION MEETING: |
| | |
| | PASSED WITH CONDITIONS FOR FOUNDATION PERMIT, SEE |
| | BELOW: |
| | |
| | 1. PLEASE FIELD VERIFIY ALL WATER AND SEWER SERVICES |
| | PRIOR TO DEMOLITION. CUT AND CAP ALL INACTIVE SERVICES |
| | AND MAINS AT THE PROPERTY LINE FOR DEMOLITION PHASE. |
| | PERMANENT ABANDONMENT ARE TO BE CUT AND CAP AT THE |
| | MAINS. INACTIVE PIPELINES LARGER THAN 2" DIAMETER WILL |
| | BE REMOVED. |
| | 2. PLEASE PROVIDE CCTV OF THE EXIST SANITARY SEWER ON |
| | 5TH STREET |
| | 3. THERE ARE ACTIVE WATER SERVICE CONNECTIONS ON THE |
| | NORTH SIDE OF 5TH STREET. THE EXISTING WATER MAIN ON |
| | 5TH STREET IS TO BE REMAINED ACTIVE UNTIL THE NEW |
| | 12-INCH WATER MAIN IS ACTIVATED AND RELEASED FOR NEW |
| | CONNECTIONS. |
| | |
| | GENERAL: |
| | 1. RESEARCH AND OBTAIN ALL UTILITY FRANCHISE |
| | INFORRMATION WITHIN PROJECT LIMITS. |
| | 2. PLEASE ADD EXISTING DRAINAGE INFORMATION. |
| | 3. PLEASE SHOW ALL EXISTING UTILITIES (SERVICES AND |
| | MAIN LINES), CONFLICTS, AND CROSSINGS. |
| | 4. OBTAIN SOFTDIGS TO CONFIRM VERTIVAL AND HORIZONTAL |
| | CLEARANCE AT UTILITY CROSSINGS BETWEEN PROPOSED AND |
| | EXISTING UTILITIES. |
| | 5. PLEASE PROVIDE MEP CALCULATION (AVERAGE AND PEAK) TO |
| | SUPPORT METER SIZE SELECTION. PLEASE PROVIDE FIRE |
| | DEMAND. |
| | 6. PLEASE PROVIDE WASTEWATER DEMAND (AVERAGE AND PEAK). |
| | 7. PLEASE CALL OUT THE POINT OF SERVICE (WATER AND |
| | SEWER). |
| | 8. PLEASE PROVIDE FIRE HYDRANT FLOW TEST DATA USED FOR |
| | DESIGN. |
| | 9. PLEASE PROVIDE 5 FEET MINIMUM HORIZONTAL SEPARATION |
| | BETWEEN PROPOSED PIPELINES/STRUCTURES AND EXISTING |
| | WATER AND SEWER MAINS TO FACILITATE FURTURE |
| | MAINTENANCE/REPAIRS. |
| | 10. PLEASE CALL OUT PRIVATE FACILITIES (FIRE HYDRANTS, |
| | ETC.), IF APPLICABLE. |
| | 11. PLEASE MOVE THE PROPOSED DDCV, REDUCER ASSEMBLY, |
| | AND METER VAULT ADJACENT TO THE ROADWAY R/W. |
| | 12. PLEASE MOVE THE PROPOSED CLEAN-OUTS ADJACENT TO THE |
| | ROADWAY R/W. |
| | 13. PLEASE PROVIDE ENGINEERING CALCULATION FOR THE |
| | PROPOSED 12-INCH WM SIZING ON 5TH STREET. THE CITY'S |
| | SPECS CALLS FOR THE USE OF GATE VALVE, NOT BUTTERFLY |
| | VALVE. |
| | 14. PLEASE PROVIDE ENGINEERING CALCULATION FOR THE |
| | PROPOSED 10-INCH GRAVITY MAIN SIZING ON 5TH STREET. |
| | 15. PLEASE ADD THE PROFILE FOR THE PROPOSED 12-INCH |
| | WATER AND 10-INCH SANITARY SEWER MAINS ON 5TH STREET. |
| | 16. CCTV RECORD (VIDEO AND TV LOG) OF THE PROPOSED SAN |
| | SEWER MAIN (FULLLENGTH FROMMH TO MH) AND SERVICES |
| | WITHIN THE ROADWAY R/W WILL BE REQUIRED AS PART OF THE |
| | PROJECT CLOSE-OUT SUBMITTAL. |
| | 17. PLEASE INCLUDE APPLICABLE CITY OF WEST PALM BEACH |
| | STANDARD WATER AND SEWER DETAILS TO THE DETAILS SHEET |
| | (PIPE THRUST RESTRAINTTABLE, ETC). CONTACT THE |
| | ENGINEERING SERVICES DEPARTMENT (561) 494-1040 FOR THE |
| | LATEST REVISED DETAILS. |
| | 18. THE CITY IS EVALUATING IMPACTS TO THE WATER AND |
| | SEWER SYSTEMS DUE TO INCREASED DEMAND. |
| | |
| | LAURA LE |
| | PUBLIC UTILITIES ENGINEER |
| | 561-494-1093 |
| | [email protected] |
| |
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