| Date |
Text |
| 2022-06-06 13:11:32 | 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 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 VERTICAL DATUM REFERENCE AND |
| | CONVERSION TO NGVD1929 ON EVERY SHEET WITH ELEVATION |
| | INFORMATION. |
| | |
| | 2. PROVIDE TRENCH DRAIN ACROSS SOUTH DRIVEWAY TO |
| | INTERCEPT RUNOFF BEFORE CROSSING THE SIDEWALK. |
| | |
| | 3. PROVIDE A TRENCH DRAIN ALONG THE WEST PROPERTY LINE |
| | TO INTERCEPT RUNOFF. |
| | |
| | 4. FDOT MAINTAINS THE RIGHT OF WAY FOR OKEECHOBEE |
| | BLVD., LAKEVIEW AVE. AND S. DIXIE HWY. |
| | |
| | 5. PROVIDE CROSS SECTIONS FROM CENTERLINE OF RIGHTS OF |
| | WAY TO FACE OF BUILDING. SHOW BREAK POINTS, DISTANCES |
| | FROM BACK OF CURB TO PROPERTY LINE, FROM PROPERTY LINE |
| | TO FACE OF BUILDING, WIDTH OF SIDEWALK, CURB, ETC. |
| | LABEL THE RIGHT OF WAY (OKEECHOBEE BLVD, LAKEVIEW AVE, |
| | S. DIXIE HWY). |
| | |
| | 6. PROVIDE EXISTING SPOT GRADES ALONG EDGES OF |
| | PAVEMENT. |
| | |
| | 7. PROVIDE PROPOSED FINISHED FLOOR ELEVATION. |
| | |
| | 8. PROVIDE A DETAIL FOR THE EXFILTRATION TRENCH. LABEL |
| | THE WIDTH AND ELEVATIONS OF THE TOP AND BOTTOM OF THE |
| | TRENCH. |
| | |
| | 9. PROVIDE A DETAIL FOR THE CONTROL STRUCTURE. THE CITY |
| | DOES NOT ALLOW THE USE OF BLEEDERS WITH EXFILTRATION |
| | TRENCH SYSTEMS. |
| | |
| | 10. MINIMUM DIAMETER OF STORM PIPE TO BE INSTALLED IN |
| | THE RIGHT OF WAY IS 15? RCP. |
| | |
| | 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. STORMWATER CALCULATIONS WILL BE REVIEWED WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT MODIFICATION 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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