Plan Review Notes
Plan Review Notes For Permit 08100593
Permit Number 08100593
Review Stop ENG
Sequence Number 1
Notes
Date Text
2008-11-25 12:24:39FAILED
  
 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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