| Date |
Text |
| 2022-09-08 13:04:51 | 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. THE CITY?S OFFICIAL VERTICAL DATUM IS NGVD1929. THE |
| | CITY HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE |
| | CONVERSION EQUATION TO NGVD1929 AT THE PROJECT LOCATION |
| | IS PROVIDED. PROVIDE THE VERTICAL REFERENCE AND DATUM |
| | CONVERSION TO NGVD1929 ON EACH ENGINEERING PLAN SHEET |
| | WITH ELEVATION INFORMATION. |
| | |
| | 2. S. DIXIE HWY IS MAINTAINED BY FDOT. FDOT TO APPROVE |
| | ALL PROPOSED IMPROVEMENTS WITHIN THE R/W. |
| | |
| | 3. PROVIDE CROSS SECTIONS FROM CENTERLINE OF RIGHTS OF |
| | WAY AND THE EAST PROPERTY LINES TO THE BUILDING FACES. |
| | SHOW AND LABEL SURFACE FEATURES, GRADE BREAKS, GENERAL |
| | SURFACE SLOPES, FINISHED FLOOR ELEVATION, RIGHT OF WAY |
| | LINES WITH THE STREET IDENTIFIED, DIMENSIONS FROM RIGHT |
| | OF WAY TO SURFACE FEATURES. IT APPEARS FFE ARE 1 FT OR |
| | HIGHER THAN R/W GRADES. |
| | |
| | 4. PROVIDE CROSS SECTIONS FOR ALL DRIVEWAYS FROM THE |
| | CENTERLINE OF THE ROAD TO 5 FEET PAST THE HIGH POINT OF |
| | THE DRIVEWAY. SHOW AND LABEL THE RIGHT OF WAY LINE, R/W |
| | STREET NAME, SURFACE FEATURES, SURFACE SLOPES, GRADE |
| | BREAKS, ETC. |
| | |
| | 5. SUGGEST PUTTING TRENCH DRAINS AT THE BACK OF |
| | SIDEWALKS (AND OUTSIDE THE R/W) TO REDUCE TRIPPING |
| | HAZARD. |
| | |
| | 6. PROVIDE SURFACE FLOW ARROWS ON THE GRADING AND |
| | DRAINAGE PLANS. |
| | |
| | 7. LABEL EXISTING UTILITIES (SIZE, MATERIAL). |
| | |
| | 8. SHOW MILL AND RESURFACING LIMITS THAT MEET CITY |
| | DETAILS. |
| | |
| | 9. PROVIDE STRIPING PLAN FOR DISTURBED PAVEMENT AREAS. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA INCLUDING PEAK FLOW ATTENUATION. STORMWATER |
| | CALCULATIONS WILL BE REVIEWED WITH THE ENGINEERING |
| | PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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