| Date |
Text |
| 2016-10-12 15:07:47 | 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. MOVE HIGH POINT FOR WEST DRIVEWAY FURTHER WEST TO |
| | REDUCE THE AMOUNT OF RUNOFF FLOWING TO THE |
| | RIGHT-OF-WAY. |
| | |
| | 4. THE ?CORE EX. CATCH BASIN? NOTE ON PLAN REFERENCES |
| | HDPE PIPE. IT SHOULD REFERENCE RCP PIPE. |
| | |
| | 5. PROVIDE INVERT ELEVATION FOR 15? RCP PIPE AT |
| | EXISTING STRUCTURE. |
| | |
| | 6. IS NOTE 3 ON SHEET C-1 (?? ASSUMED HYDRAULIC |
| | CONDUCTIVITY ??) STILL VALID? |
| | |
| | 7. MODIFY/REPLACE EXISTING INLET TO VALLEY GUTTER TOP. |
| | |
| | 8. UPDATE CITY DETAILS |
| | |
| | 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 |
| | INDICATING THE CHANGES TO THE ONSITE PEAK FLOOD STAGES |
| | WILL NOT EXCEED THE SFWMD PERMITTED FLOOD STAGES AND |
| | STORMWATER PRE-TREATMENT VOLUMES ARE BEING PROVIDED PER |
| | SFWMD CRITERIA. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP FOR THIS PROPOSED |
| | DEVELOPMENT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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