| Date |
Text |
| 2021-09-01 09:10:13 | 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 WERE PROVIDED. |
| | |
| | 2. THE CITY?S OFFICIAL VERTICAL DATUM PER CITY CODE IS |
| | NGVD1929. THE CITY IS ALLOWING SURVEYS AND PLANS TO USE |
| | NAVD1988 PROVIDED THE CONVERSION EQUATION BETWEEN |
| | NAVD1988 AND NGVD1929 IS ALSO PROVIDED. TTHE VERTICAL |
| | DATUM AND CONVERSION EQUATION TO NGVD1929 SHOULD BE |
| | LISTED ON ALL CIVIL ENGINEERING SHEETS WITH ELEVATION |
| | INFORMATION. |
| | |
| | 2. THE SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA WITH |
| | BASE FLOOD ELEVATION (BFE) OF 12.1 FT NAVD. |
| | STRUCTURES/MECHANICAL EQUIPMENT ARE TO HAVE MINIMUM TWO |
| | FEET OF FREEBOARD ABOVE THE BFE. |
| | |
| | 3. THE SIDEWALK WITHIN THE RIGHT OF WAY ALONG THE SITE |
| | FRONTAGE WILL NEED TO BE REPLACED ? 6-INCH THICK AT THE |
| | PROPOSED DRIVEWAY ENTRANCE; REPLACE EXISTING DRIVEWAY |
| | ENTRANCE WITH RAISED CURB AND SIDEWALK. |
| | |
| | 4. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. |
| | |
| | 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 COPY OF SFWMD ERP PERMIT BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 4. PROVIDE A COPY OF THE DRAINAGE CALCULATIONS WITH THE |
| | ENGINEERING PERMIT APPLICATION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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