| Date |
Text |
| 2017-03-28 12:15:32 | 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. THE CITY IS CONSIDERING INCREASING THE |
| | FREEBOARD TO TWO FEET IN THE SPECIAL FLOOD HAZARD |
| | AREAS. |
| | |
| | 3. SHOW PIPE INVERTS ON THE FINAL PLANS. |
| | |
| | 4. PREFERRED CONNECTION OF THE PROPOSED STORM DRAINS IS |
| | TO THE EXISTING STORM DRAINS IN BANYAN BLVD. |
| | |
| | 5. PROVIDE A DETAIL OF HOW THE WEIR WILL ATTACH TO THE |
| | WALLS FOR THE OUTLET PIPE IN THE CORNER OF THE |
| | STRUCTURE. |
| | |
| | 6. INDICATE HOW ROOF RUNOFF AND GROUND SURFACE RUNOFF |
| | WILL BE ROUTED TO THE DRAINAGE SYSTEM. |
| | |
| | 7. SHOW THE PROPOSED BANYAN BLVD RIGHT-OF-WAY LINE |
| | (BACK OF EXISTING SIDEWALK?) ON THE SITE PLAN AND |
| | ENGINEERING PLANS. |
| | |
| | 8. LANDSCAPE PLANS SHOW BOLLARDS AT EACH END OF THE |
| | CROSS-BLOCK PASSAGE. HOW WILL THESE AFFECT THE TRUCK |
| | TRAFFIC EXPECTED IIN THE ALLEY? |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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