| Date |
Text |
| 2017-03-08 13:10:44 | 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 FREEBOARD REQUIREMENT FOR STRUCTURES IN A |
| | SPECIAL FLOOD HAZARD AREA IS ONE FOOT ABOVE BASE FLOOD |
| | ELEVATION. |
| | |
| | 3. INTERSECTION OF NARCISSUS AND 2ND ST IS SUSCEPTIBLE |
| | TO FLOODING DURING KING TIDE AND OTHER HIGH TIDES. |
| | |
| | 4. SHOW PAVEMENT RESTORATION LIMITS FOR TRENCH CUTS IN |
| | THE PUBLIC RIGHT-OF-WAY PER CITY DETAILS. |
| | |
| | 4. ROOF DRAINS, IF PROVIDED, SHOULD DRAIN ONTO PERVIOUS |
| | SURFACES. |
| | |
| | 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. DESIGN OF STORMWATER SYSTEM TO CONSIDER SEA LEVEL |
| | RISE FOR GROUNDWATER AND TAILWATER CONDITIONS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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