Date |
Text |
2008-11-25 12:24:39 | FAILED |
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| 1) 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: MAILING ADDRESS: |
| CITY OF WEST PALM BEACH CITY OF WEST PALM BEACH |
| ENGINEERING SERVICES DEPARTMENT ENGINEERING SERVICES |
| DEPARTMENT |
| 1000 - 45TH STREET, SUITE 15 P.O. BOX 3506 |
| WEST PALM BEACH FL 33407 WEST PALM BEACH FL 33401 |
| TELEPHONE: |
| 45TH STREET OFFICE : 561-494-1041 CITY HALL OFFICE: |
| (561) 805-6723 |
| 45TH DIRECT: 561-494-1083 CITY HALL DIRECT: (561) |
| 805-6327 |
| FAX: 561-494-1117 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] |
| |
| 2) PLAN SHOULD HAVE BEEN REVIEWED AND APPROVED FIRST |
| THRU: |
| ENGINEERING SERVICES DEPARTMENT |
| 1000 - 45TH STREET, SUITE 15, |
| WEST PALM BEACH FL 33407 |
| PHONE: (561) 494-1041 |
| FAX: (561) 494-1117 |
| |
| 3) PER SHEET S1 THE PLAN HAS FOUR MATCH LINES FOR ?A? |
| THRU ?D?. THERE ARE A MINIMUM OF 5 SHEETS MISSING FROM |
| THE PLAN SUBMITTAL. IF THESE SHEETS WERE SUBMITTED THEN |
| THEY MAY HAVE ANSWERED SOME OF THE FOLLOWING COMMENTS. |
| PLEASE SUPPLY THE MISSING SHEETS. |
| |
| 4) THE SURVEY IS INCOMPLETE AS IS THE PLAN. THERE ARE |
| AT LEAST 9 STORMWATER OUTFALLS THRU THE SEAWALL. AT |
| LEAST ONE OF THE OUTFALLS IS A 72? LINE. THE SURVEY |
| SHOWS NO UNDERGROUND LINES AND THERE IS NO PLAN FOR THE |
| EXTENSION OF THE LINES THRU THE SEAWALL. |
| |
| 5) SUPPLY A DETAIL SHOWING HOW THE STORMWATER LINES ARE |
| TO BE EXTENDED TO AND THRU THE NEW SEAWALL. THE DETAIL |
| WILL NEED TO SHOW AS A MINIMUM HOW THE EXISTING |
| STORMWATER LINES ARE TO BE CUT BACK, NEW REINFORCED |
| CONCRETE PIPE INSTALLED (MINIMUM OF ONE JOINT) EXTENDED |
| TO THE SEAWALL, A CONCRETE COLLAR FORMED AROUND THE |
| EXISTING AND NEW PIPE WHERE THEY ARE JOINED, AND THE |
| HOW THE NEW PIPE IS TO PENETRATE THE SEAWALL AND BE |
| SEALED. |
| |
| 6) SUPPLY A DETAIL OF WHERE THE STORMWATER LINE(S) |
| EXTEND THRU THE SEAWALL (IN PARTICULAR THE 72" RCP) AND |
| CAUSE THE KING AND BATTER PILES TO BE MORE THAN 8' ON |
| CENTER. |
| |
| |
| 7) SUPPLY A DETAIL FOR THE TIE-IN TO THE EXISTING |
| RIP-RAP AT THE NORTH END OF THE PROJECT. THIS IS |
| REQUIRED SINCE THE EXISTING RIP-RAP WALL IS IN POUR |
| CONDITION. |
| |
| 8) SUPPLY A DETAIL FOR THE TIE-IN TO THE EXISTING |
| SEAWALL AT THE SOUTH END OF THE PROJECT. THIS IS |
| REQUIRED SINCE THERE IS A 1.67+-FT. ELEVATION |
| DIFFERENCE BETWEEN THE TWO SEAWALL CAPS. |
| |
| 8) SUPPLY A DETAIL HOW THE SEAWALL IS TO BE INSTALLED |
| IN THE AREA OF THE EXISTING DRAINAGE OUTFALL STRUCTURE |
| THAT EXTENDS, WATER SIDE OF THE SEAWALL AT |
| APPROXIMATELY 5TH STREET AND HOW THE NEW SEAWALL IS TO |
| ATTACH TO THIS STRUCTURE. |
| |
| 9) A DEMOLITION PLAN IS REQUIRED FOR THE PROJECT |
| SHOWING THE REMOVAL OF THE LINES THRU THE SEAWALL TO |
| THE FOUR EXISTING DOCKS. THEY MAY INCLUDE FUEL, POTABLE |
| WATER, WASTEWATER, FIRE LINES, ELECTRIC LINES, |
| TELEPHONE AND CABLE TV LINES. IF THE DEMO PLAN HAS BEEN |
| SUBMITTED PLEASE SUPPLY THE DEMO PERMIT NUMBER SO IT |
| CAN BE ATTACHED TO THIS PLAN. IF THERE IS NOT A DEMO |
| PERMIT APPLY FOR ONE. THIS PLAN CAN NOT BE PERMITTED TO |
| GO TO CONSTRUCTION UNTIL THE DEMO PLAN HAS BEEN |
| APPROVED. |
| |
| 10) SUPPLY A DETAIL HOW THE NEW FUEL, POTABLE WATER, |
| WASTEWATER, FIRE LINES, ELECTRIC LINES, TELEPHONE AND |
| CABLE TV LINES ARE TO PENETRATE THRU THE SEAWALL TO THE |
| FIVE PROPOSED DOCKS. ACCORDING TO THE PLANS SUBMITTED |
| FOR PRELIMINARY REVIEW TO ENGINEERING SERVICES, BOHLER |
| ENGINEERING SHOWS A 1? HIGH BY 10? WIDE OPENING IN THE |
| SEAWALL FOR THE UTILITIES. |
| |
| 11) PER; CODE OF ORDINANCES, CITY OF WEST PALM BEACH, |
| FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED |
| SEPT. 22, 2008. (SUPPLEMENT NO. 18), CHAPTER 78 |
| STREETS, SIDEWALKS AND PUBLIC PLACES, ARTICLE I. IN |
| GENERAL, SECTION 78-9. CITY DATUM OR PLANE OF |
| REFERENCE. |
| (A) THE CITY DATUM OR OFFICIAL CITY BASE OR PLANE OF |
| REFERENCE FOR ELEVATIONS IN THE CITY IS HEREBY FIXED AS |
| THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29), |
| AS ESTABLISHED BY THE UNITED STATES COAST AND GEODETIC |
| SURVEY. |
| (B) ALL OFFICIAL ELEVATIONS, INCLUDING BUT NOT |
| RESTRICTED TO SIDEWALK, STREET AND SEWER GRADES, |
| HEREAFTER ESTABLISHED IN THE CITY SHALL BE DESCRIBED |
| WITH REFERENCE TO THEIR ELEVATIONS, AS COMPARED WITH |
| THE OFFICIAL CITY DATUM IN FEET AND DECIMALS OF A FOOT. |
| NO GRADE OR OFFICIAL ELEVATION SHALL BE ESTABLISHED |
| OTHER THAN IN THE MANNER PRESCRIBED IN THIS SECTION. |
| PLEASE USE THIS DATUM AND CALL IT OUT ON THE PLAN |
| SHEETS AS A NOTE. |
| AS SHOWN ON YOUR PLANS ELEVATION 0.00? IS NOT THE MEAN |
| HIGH WATER (MHW) LINE IN WEST PALM BEACH. ACCORDING TO |
| A PRELIMINARY PLAN REVIEWED BY CITY ENGINEERING, FOR |
| THE MARINA SITE, THE FOLLOWING INFORMATION WAS INCLUDED |
| WHICH STATES ON THE PALM HARBOR PLANS OCTOBER 30, 2006, |
| "THE FOLLOWING TIDAL DATUM RELATIONSHIP IS BASED ON |
| LABINS (LAND BOUNDARY INFORMATION SYSTEM) STATION POINT |
| I.D. # 872-2621 BRAZILIAN DOCK, PALM BEACH, 1983-2001 |
| TIDAL EPOCH: |
| MEAN HIGH HIGH WATER MHHW = +2.00 NGVD29 |
| MEAN HIGH WATER MHW = +1.82 NGVD29 |
| MEAN MTL = +0.51 NGVD29 |
| MEAN LOW WATER MLW = -0.75 NGVD29 |
| MEAN LOW LOW WATER MLLW = -0.91 NGVD29" |
| IF THESE READINGS ARE CORRECT MHW WILL BE 1.82' HIGHER |
| THAN SHOWN ON YOUR PLANS. PLEASE CORRECT YOUR DRAWINGS. |
| ALSO, HOW WILL THIS AFFECT THE LAND SIDE OF YOUR |
| PROJECT SINCE HIGH TIDE WILL BE ONLY 3.18' BELOW THE |
| CAP? |
| |
| 12) PER; CODE OF ORDINANCES, CITY OF WEST PALM BEACH, |
| FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED |
| SEPT. 22, 2008. (SUPPLEMENT NO. 18), CHAPTER 90 |
| UTILITIES, ARTICLE V. STORMWATER POLLUTION PREVENTION, |
| SEC. 90-203. PROHIBITED DISCHARGES; ILLICIT |
| CONNECTIONS. (A) GENERAL PROHIBITION. EXCEPT AS |
| PROVIDED IN SECTION 90-205, AND EXCEPT PURSUANT TO A |
| VALID NPDES PERMIT, IT SHALL BE UNLAWFUL FOR ANY PERSON |
| TO DIRECTLY OR INDIRECTLY DEPOSIT, DISCHARGE, SPILL, OR |
| DUMP INTO ANY OF THE PUBLIC WATERS OR MUNICIPAL |
| SEPARATE STORM SEWER SYSTEM WITHIN THE CITY, ANY |
| SUBSTANCE OTHER THAN THAT COMPOSED ENTIRELY OF |
| STORMWATER. SUPPLY A POLLUTION CONTROL PLAN WITH A |
| MINIMUM OF THE FOLLOWING INFORMATION; |
| A) SILT FENCE NEEDS TO BE INSTALLED AROUND ANY AREAS TO |
| BE DISTURBED. SHOW WHERE SILT SCREENS WILL BE INSTALLED |
| B) FILTER FABRIC IS REQUIRED UNDER THE CATCH BASIN |
| GRATES WITH ROCK BAGS AT ANY CURBED INLET ON-SITE TO |
| STOP SOLIDS FROM ENTERING THE SYSTEM. SHOW THE |
| PROTECTION OF ALL ON-SITE CATCH BASINS, SHOW PROTECTION |
| OF ALL OFF-SITE CATCH BASINS, INCLUDE DETAILS AS TO THE |
| TYPE OF PROTECTION USED ON AND OFF-SITE FOR THE CATCH |
| BASINS, SUCH AS FILTER FABRIC IS REQUIRED UNDER THE |
| CATCH BASIN GRATES WITH ROCK BAGS AT ANY CURBED INLET |
| TO STOP SOLIDS FROM ENTER THE SYSTEM. |
| C) ADD TURBIDITY BARRIER AT THE OUTFALLS AND ALONG THE |
| FULL WIDTH OF THE PROJECT, SHOW WHERE SILT SCREENS WILL |
| BE INSTALLED, HOW THEY WILL BE TIED DOWN AND |
| MAINTAINED. |
| D) SHOW HOW SITE DIRT WILL NOT BE TRACKED INTO THE |
| ROADS. |
| E) DETAIL HOW AND WHEN ANY CLEAN-UP WILL BE PREFORMED. |
| |
| |
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