| Date |
Text |
| 2022-05-12 13:00:22 | 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 THE ENGINEERING PLANS. |
| | |
| | 2. CONSIDER REDUCING THE PARKING SPACES AND PROVIDE TWO |
| | FEET OF LANDSCAPED OVERHANG. |
| | |
| | 3. PROVIDE DOCUMENTATION OF PERMISSIBLE CONNECTION OF |
| | THE DRAINAGE SYSTEM TO ADJACENT PROPERTY?S DRAINAGE |
| | SYSTEM. |
| | |
| | 4. OKEECHOBEE BLVD IS MAINTAINED BY FDOT. ANY WORK |
| | WITHIN THE RIGHT OF WAY MAY REQUIRE A PERMIT FROM FDOT. |
| | |
| | 5. SHOW EXISTING AND PROPOSED UTILITIES ON THE |
| | LANDSCAPE PLANS. |
| | |
| | 6. ON SECTION A-A, PROVIDE WIDTH OF PAVEMENT (OR RANGE |
| | OF WIDTH IF IT VARIES) FROM FACE OF CURB TO FACE OF |
| | CURB. PROVIDE SWALE ALONG WEST PROPERTY LINE TO PREVENT |
| | DIRECT RUNOFF ONTO THE ADJACENT PROPERTY. |
| | |
| | 7. SECTION B-B, PROVIDE SWALE TO PREVENT DIRECT RUNOFF |
| | ONTO THE ADJACENT SITE OR SHOW 4:1 SLOPE FROM BACK OF |
| | CURB TO EXISTING GRADE TO ALLOW RUNOFF FROM THE |
| | ADJACENT SITE TO CONTINUE TO FLOW ONTO THE SITE. |
| | PROPOSED IMPROVEMENTS TO THE SITE SHALL NOT CAUSE NEW |
| | PONDING TO OCCUR ON ADJACENT SITES. |
| | |
| | 8. CONNECT ROOF DRAINS DIRECTLY TO DRAINAGE STRUCTURES |
| | INSTEAD OF DISCHARGING ONTO THE GROUND SURFACE. |
| | |
| | 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 BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 3. PROVIDE EROSION 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] |
| | |
| |
Print |
