| Date |
Text |
| 2016-11-04 13:14:11 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP:// |
| | WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER |
| | MITS-APPLICATIONS |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE |
| | AVAILABLE AT |
| | HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?. |
| | PLEASE REVIEW THE MAPS AND VERIFY THAT THE NEW MAPS |
| | WILL NOT IMPACT THE PROPOSED PROJECT. |
| | |
| | 2. THE CITY COMMISSION RECENTLY PASSED A RESOLUTION |
| | INCREASING THE FREEBOARD REQUIREMENT TO ONE FOOT ABOVE |
| | BASE FLOOD ELEVATION FOR STRUCTURES IN A SPECIAL FLOOD |
| | HAZARD AREA. |
| | |
| | 3. SURVEY AND ENGINEERING PLANS REFERENCE THE NORTH |
| | AMERICAN VERTICAL DATUM OF 1988. THE CITY?S VERTICAL |
| | DATUM IS NATIONAL GEODETIC VERTICAL DATUM OF 1929. |
| | PROVIDE ON THE SURVEY AND ENGINEERING PLANS THE |
| | RELATIONSHIP BETWEEN THESE TWO VERTICAL DATUMS AT THIS |
| | SITE. |
| | |
| | 4. SITE PLAN INDICATES THE PLATTED DRAINAGE EASEMENT IS |
| | TO BE VACATED. INDICATE IF THE OUTFALL CONNECTION TO |
| | AUSTRALIAN AVENUE DRAINAGE SYSTEM WILL BE NEEDED. IF |
| | NOT, REMOVE CONTROL STRUCTURE AND PIPE CONNECTION TO |
| | THE AUSTRALIAN AVENUE DRAINAGE SYSTEM IN THE NORTHEAST |
| | CORNER OF THE SITE. |
| | |
| | 5. THE PUBLIC UTILITIES DEPARTMENT WILL NEED TO APPROVE |
| | THE 5? WIDE CONCRETE WALKING PATH ALONG LAKE MANGONIA. |
| | PROVIDE A CROSS SECTION OF THE PATH AND INDICATE THE |
| | CROSS SLOPE SLOPES AWAY FROM THE LAKE. |
| | |
| | 6. STATE THE NEED FOR THE 8? WIDE MAINTENANCE ACCESS |
| | GATES TO THE CITY?S PROPERTY AROUND THE LAKE. |
| | |
| | 7. PROVIDE COPY OF AGREEMENT WITH OWNER OF PARCEL 1 TO |
| | DISCHARGE STORMWATER RUNOFF INTO THE LAKE ON PARCEL 1. |
| | |
| | 8. INDICATE ON THE PRB DETAIL THAT THE BAFFLE SHOULD |
| | EXTEND A MINIMUM OF 6 INCHES BELOW THE PIPE INVERT. |
| | WHICH STRUCTURES WILL HAVE PRBS? |
| | |
| | 9. NORTH ARROW ON ENGINEERING PLANS APPEARS TO BE |
| | POINTING SOUTH. |
| | |
| | 10. INDICATE PAVEMENT RESTORATION AT SEWER CONNECTION |
| | TO EXISTING MANHOLE ON AUSTRALIAN AVE. |
| | |
| | 11. AUSTRALIAN AVE. RIGHT-OF-WAY IS MAINTAINED BY PALM |
| | BEACH COUNTY. A COUNTY LAND DEVELOPMENT RIGHT-OF-WAY |
| | PERMIT MAY BE REQUIRED. |
| | |
| | 12. SHOW EXISTING AND PROPOSED UTILITIES AND EASEMENTS |
| | ON THE LANDSCAPE PLANS. |
| | |
| | 13. ARE THE PROPOSED FACILITIES SHOWN ON THE PROPERTY |
| | OWNED BY THE CITY PART OF THE SITE PLAN APPROVAL |
| | REQUEST? |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 2. PROVIDE ENGINEERING CALCULATIONS SIGNED AND SEALED |
| | BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER FOR THE |
| | MINIMUM REQUIRED STORM RUNOFF WATER QUALITY TREATMENT |
| | AND PEAK FLOOD STAGES FOR 5-YEAR 1-DAY, 25-YEAR 3-DAY |
| | AND 100-YEAR 3-DAY DESIGN STORMS PER SFWMD CRITERIA. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION FOR |
| | THIS PROPOSED DEVELOPMENT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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