| Date |
Text |
| 2019-06-10 18:50:23 | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | 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 ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | THE FOLLOWING COMMENTS ARE MUST BE ADDRESSED PRIOR TO |
| | SITE PLAN APPROVAL: |
| | |
| | 1. A NOTE ON THE CONCEPTUAL ENGINEERING PLAN STATES |
| | ELEVATIONS SHOWN ARE RELATIVE TO THE NGVD 1929 VERTICAL |
| | DATUM BASED ON A SURVEY PREPARED BY WALLACE SURVEYING, |
| | CORP. THE BOUNDARY SURVEY (DATE OF LAST FIELD SURVEY |
| | 2/28/2019) BY WALLACE SURVEYING NOTES THE ELEVATIONS ON |
| | THE SURVEY (NONE FOUND) ARE BASED ON NAVD1988. THE |
| | CITY?S VERTICAL DATUM IS NGVD 1929. THE CITY HAS |
| | ALLOWED THE USE OF NAVD 1988 PROVIDED THE CONVERSION |
| | EQUATION TO NGVD 1929 IS PROVIDED ON THE SHEET(S). LIST |
| | THE CONVERSION EQUATION ON THE SURVEY AND CONFIRM THE |
| | VERTICAL DATUM ON THE ENGINEERING PLAN. |
| | |
| | 2. LOWEST LEVEL OF THE PARKING GARAGES WILL BE 22 FEET |
| | BELOW FINISHED FLOOR ELEVATION. WHAT IS THE SEASONAL |
| | HIGH WATER TABLE ELEVATION FOR THE SITE AND HOW WILL |
| | GROUNDWATER TO BE CONTROLLED AROUND THE UNDERGROUND |
| | PARKING STRUCTURES? |
| | |
| | 3. HOW WILL ANY STORMWATER RUNOFF ENTERING THE GARAGES |
| | BE MANAGED? |
| | |
| | 4. IT APPEARS THE STORMWATER MANAGEMENT (SWM) SYSTEM |
| | CONSISTS OF BUBBLE-UP INLETS OUT INTO THE ROAD. THE SWM |
| | SYSTEM SHOULD CONNECT INTO THE NEAREST DRAINAGE SYSTEM |
| | (CORDOVA ROAD AND/OR S. DIXIE HIGHWAY) AND/OR INCLUDE |
| | EXTENDING THE DRAINAGE SYSTEM ON FLAMINGO DRIVE TO THE |
| | PROJECT. |
| | |
| | 5. THE STORMWATER MANAGEMENT SYSTEM IS TO BE DESIGNED |
| | TO MEET SFWMD CRITERIA INCLUDING WATER QUALITY |
| | TREATMENT AND PEAK FLOW ATTENUATION. |
| | |
| | 6. THE EXFILTRATION TRENCHES ARE PROPOSED ADJACENT TO |
| | THE WALLS OF THE UNDERGROUND PARKING STRUCTURE. THE |
| | STANDARD EXFILTRATION EQUATION DOES NOT APPLY IN THIS |
| | SITUATION. |
| | |
| | 7. INDICATE MILLING AND RESURFACING LIMITS AROUND |
| | TRENCH CUTS ON CITY STREETS. |
| | |
| | 8. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 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. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP PRIOR TO STARTING |
| | CONSTRUCTION. |
| | |
| | 4. S. DIXIE HIGHWAY IS MAINTAINED BY THE FLORIDA |
| | DEPARTMENT OF TRANSPORTATION. PERMITS WILL BE NEEDED |
| | FROM FDOT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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