Date |
Text |
2009-01-05 12:03:41 | WHEN CONTACTING THE REVIEWER PLEASE REFERENCE THE |
| PERMIT NUMBER. |
| IF YOU HAVE ANY QUESTIONS PLEASE FEEL FREE TO CONTACT |
| THE REVIEWER: |
| DEAN S. LAUDERMILK, PROJECT COORDINATOR |
| LOCATION ADDRESS: |
| CITY OF WEST PALM BEACH |
| ENGINEERING SERVICES DEPARTMENT |
| 1000 - 45TH STREET, SUITE 15 |
| WEST PALM BEACH FL 33407 |
| MAILING ADDRESS: |
| CITY OF WEST PALM BEACH |
| ENGINEERING SERVICES DEPARTMENT |
| P.O. BOX 3506 |
| WEST PALM BEACH FL 33401 |
| TELEPHONE: |
| 45TH STREET OFFICE : 561-494-1041 |
| 45TH DIRECT: 561-494-1083 |
| FAX: 561-494-1117 |
| CITY HALL OFFICE: (561) 805-6723 |
| CITY HALL DIRECT: (561) 805-6327 |
| CITY HALL FAX: (561) 805-6731 OR 805-6676 |
| NEXTEL: 561-644-7338 |
| NEXTEL DIRECT CONNECT: 159*28165*75 |
| EMERGENCIES: |
| CENTRAL OPERATIONS CENTER (DISPATCH) 561-822-2210 |
| E-MAIL: |
| [email protected] |
| FAILED. |
| OUTSTANDING ISSUES FROM PREVIOUS REVIEW NOT COMPLETED: |
| ITEM #2: PLAN HAS NOT BEEN SUBMITTED TO ENGINEERING |
| SERVICES FOR REVIEW. |
| ITEM #4 & 6: THE SURVEY IS INCOMPLETE. IT SHOWS NO |
| UNDERGROUND EXISTING UTILITY LINES, INCLUDING THE 9 |
| PLUS OUTFALLS THRU THE SEAWALL. THIS PLAN (SHEET S2) |
| SHOWS THE PIER TO BE BUILT ON TOP OF THE 48? OUTFALL |
| THRU THE SEAWALL. IF THIS IS WHERE THE OUTFALL IS THEN |
| MOVE THE PIER A MINIMUM OF 5? TO THE SIDE OF THE |
| OUTFALL OR SHOW REPLACING THE PIPE FROM THE NEW SEAWALL |
| 30? WEST. |
| ITEM #5: ONLY PARTIALLY COMPLETED. EXISTING STORM LINES |
| NEED TO BE CUT BACK 10? AND THE PIPE NEEDS TO BE |
| REPLACED, THEN A CONCRETE COLLAR NEEDS TO BE POURED |
| (SEE S13). |
| ITEM #8: THE DETAIL SUPPLIED (SHEET S11) IS |
| UNACCEPTABLE. THERE IS A GAP OF APPROXIMATELY 5? WHERE |
| THE OLD SEAWALL REMAINS. THERE IS A KEYWAY IN THE |
| EXISTING SHEET WALL THAT THE NEW SEAWALL NEEDS TO BE |
| BUILT TO. THE KEYWAY IS NOT ?AS SHOWN? ON SHEET S11, |
| BUT IS FLUSH WITH THE PILE. THE CONCRETE BEHIND THE |
| SHEET WALL IS TEMPORARY AND WAS DESIGNED TO BE REMOVED |
| SO FILTER FABRIC CAN GO IN BEHIND THE TIE-IN. |
| ITEM #12: POLLUTION CONTROL PLAN FOR THE LAND SIDE |
| NEEDS TO BE SUBMITTED. A PLAN WAS EMAILED TO M. |
| GONZALEZ, BUT IT DOES NOT MEET THE CRITERIA LISTED IN |
| THE LAST REVIEW. |
| |
| NEW ISSUES: |
| 1) SHEET S12: A) THE PLAN SHOWS THE TURBIDITY BARRIERS |
| TO BE INSTALLED WITH THE CONSTRUCTION BARGE ON THE |
| BARRIER, THIS CAN NOT BE ALLOWED, THE BARGE NEEDS TO BE |
| INSIDE IN BOTH EXAMPLES SHOWN, OTHERWISE THE DISTURBED |
| WATER CAN FLOW UNDER THE BARGE. B) ?SANITARY SEWER? IS |
| NOTED TO BE INSTALLED THRU SEAWALL, AND ONLY DOCK ?C? |
| IS TO HAVE A FORCE MAIN. PER BOHLER ENGINEERING PLANS |
| SUBMITTED TO ENGINEERING SERVICES, EACH OF THE DOCKS |
| WILL HAVE A FORCE MAIN AND NONE OF THEM WILL HAVE A |
| SANITARY LINE. |
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