| Date |
Text |
| 2017-03-08 12:34:40 | 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. PROVIDE ENGINEERING PLANS FOR WORK WITH IN THE 4TH |
| | STREET RIGHT-OF-WAY. |
| | |
| | 4. CONSIDER MOVING WEIRS TO DRAINAGE STRUCTURE S-201. |
| | |
| | 5. MOVE ONSITE EXFILTRATION TRENCH ALONG N. DIXIE |
| | HIGHWAY FURTHER INTO THE SITE SO WHEN THE EXFILTRATION |
| | TRENCH IS REHABILITATED IN A FEW YEARS, THE |
| | CONSTRUCTION WILL NOT ENCROACH INTO DIXIE HIGHWAY |
| | RIGHT-OF-WAY. |
| | |
| | 6. STORM MANHOLE S-106 APPEARS TO BE LOCATED IN THE |
| | RIGHT-OF-WAY OF QUADRILLE BLVD. |
| | |
| | 7. QUADRILLE BLVD IS MAINTAINED BY FDOT. APPROVAL FROM |
| | FDOT WILL BE NEEDED FOR WORK WITHIN THE RIGHT-OF-WAY. |
| | |
| | 8. WHAT IS THE PHASING OF THE 4TH STREET UTILITY |
| | CONSTRUCTION AND ROAD DEMOLITION. THE WATER AND SEWER |
| | PLAN SHOWS A PROPOSED SEWER LATERAL RUNNING THROUGH AN |
| | EXISTING DRAINAGE INLET AT THE EAST END OF 4TH STREET. |
| | |
| | 9. THE PROPOSED WEIR ELEVATION IS 11.00 FT NGVD. THE |
| | GRATE ELEVATION IS 12.25 FOR THE PROPOSED TRENCH DRAIN |
| | ACROSS THE DRIVEWAY ON N. DIXIE HIGHWAY. SUBMIT THE |
| | HYDRAULIC GRADE LINE FOR THE DRAINAGE SYSTEM FOR THE |
| | 25-YEAR 3-DAY STORM DEMONSTRATING THE HGL IS BELOW THE |
| | TRENCH GRATE ELEVATION. |
| | |
| | 10. DO NOT SHOW TYPE ?F? CURB AND GUTTER ON THE |
| | DRIVEWAY APRON TO DIXIE HIGHWAY. |
| | |
| | 11. WOOD POWER POLE ENCROACHING ON DIXIE HWY DRIVEWAY |
| | APRON. |
| | |
| | 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 FOR THIS PROPOSED |
| | DEVELOPMENT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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