| Date |
Text |
| 2016-12-14 01:51:06 | 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. TREES ARE PROPOSED OVER OR NEAR THE EXFILTRATION |
| | TRENCH. |
| | |
| | 4. PROVIDE A COPY OF THE AGREEMENT TO CONNECT TO AND |
| | DISCHARGE STORMWATER RUNOFF TO THE PRIVATE LAKE ON THE |
| | ADJACENT PROPERTY. |
| | |
| | 5. IT APPEARS DRAINAGE STRUCTURES ON CONGRESS AVE WILL |
| | BE IMPACTED BY THE DRIVEWAY CONSTRUCTION. A PERMIT WILL |
| | BE REQUIRED FROM PALM BEACH COUNTY. |
| | |
| | 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 OR ERP MODIFICATION |
| | FOR THIS PROPOSED DEVELOPMENT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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