| 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. |
| | |
| | |
| | |
