| Date |
Text |
| 2008-11-25 12:24:39 | FAILED |
| | |
| | 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. |
| | |
| | |
| | |
