| Date |
Text |
| 2017-10-16 17:20:23 | 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, FROM THE REVIEW OF THE |
| | 9/26/2017 SUBMITTAL PACKAGE, MUST BE ADDRESSED PRIOR TO |
| | SITE PLAN APPROVAL: |
| | |
| | 1. NEW FEMA FIRM MAPS AND TWO FEET OF FREEBOARD ABOVE |
| | BASE FLOOD ELEVATION FOR STRUCTURES IN SPECIAL FLOOD |
| | HAZARD AREAS ARE NOW IN EFFECT. THE MAPS ARE AVAILABLE |
| | AT HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX? |
| | |
| | 2. LABEL VERTICAL DATUM ON SHEET 1 OF 2 OF THE |
| | PRELIMINARY ENGINEERING PLAN. |
| | |
| | 3. PROVIDE GRADING PLAN SHOWING WHERE SURFACE RUNOFF |
| | WILL DRAIN TO. |
| | |
| | 4. CONSIDER ADDING PIPES BETWEEN CB#1/MH#4 AND BETWEEN |
| | MH#3/MH#6 TO CREATE A MANIFOLD SYSTEM. |
| | |
| | 5. SHOW MILL AND OVERLAY LIMITS FOR TRENCH CUT(S) IN |
| | RIGHT-OF-WAY. |
| | |
| | 6. REPLACE SIDEWALK AND CURB ALONG PROPERTY FRONTAGE. |
| | |
| | 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 A COPY OF THE SFWMD ERP PERMIT AND SIGNED |
| | AND SEALED DRAINAGE CALCULATIONS. GIVEN THE PROPOSED |
| | LAYOUT OF THE EXFILTRATION TRENCH, THE SFWMD ALTERNATE |
| | EXFILTRATION TRENCH EQUATION FOR WHEN THE TRENCH WIDTH |
| | IS GREATER THAN TWO TIMES THE TOTAL TRENCH DEPTH SHOULD |
| | BE USED. |
| | |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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