| Date |
Text |
| 2020-07-09 10:08:47 | 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 FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. NO ENGINEERING PLANS PROVIDED. |
| | |
| | 2. REPLACE THE DAMAGED SIDEWALK ADJACENT TO THE |
| | PROPERTY. |
| | |
| | 3. CONSTRUCT 6-INCH THICK CONCRETE SIDEWALK AT THE |
| | PROPOSED DRIVEWAY LOCATION. |
| | |
| | 4. SHOW UTILITIES ON THE PLANTING PLAN. |
| | |
| | 5. CONSIDER REDUCING THE PARKING STALL DEPTHS BY |
| | INCORPORATING A 2' LANDSCAPED OVERHANG. |
| | |
| | 6. A LWDD PERMIT MAY BE REQUIRED. |
| | |
| | 7. THE ENTRY GATES, WHEN OPEN, WILL BLOCK THE PUBLIC |
| | SIDEWALK. |
| | |
| | 8. 90-DEGREE PARKING GENERALLY REQUIRES 24' DRIVE |
| | AISLE. |
| | |
| | 9. CONFIRM THERE WILL BE SUFFICIENT WIDTH BETWEEN THE |
| | EASTERN PARKING SPACES AND EDGE OF PAVEMENT TO MANEUVER |
| | A CAR ADJACENT TO THE LAKE'S TOP OF BANK. A TURN AROUND |
| | SPACE MAY BE REQUIRED IF THE DRIVE AISLE IS A DEAD-END. |
| | |
| | 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 MAY |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | |
| | 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION AND |
| | DRAINAGE CALCULATIONS PRIOR TO STARTING CONSTRUCTION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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