| Date |
Text |
| 2022-11-13 09:05:17 | 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 PER CITY CODE IS |
| | NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF |
| | THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929 |
| | IS PROVIDED. PROVIDE THE CONVERSION EQUATION ON THE |
| | SURVEY AND ENGINEERING PLAN. |
| | |
| | 2. S. DIXIE HIGHWAY IS MAINTAINED BY FDOT. ALL |
| | IMPROVEMENTS WITHIN THE R/W ARE TO BE APPROVED BY FDOT. |
| | |
| | 3. REMOVE THE PROPOSED CURB CROSSING THE SIDEWALK ON |
| | THE SOUTH SIDE OF THE DRIVEWAY APRON. |
| | |
| | 4. PROVIDE A CROSS SECTION AT THE DRIVEWAY FROM THE |
| | CENTERLINE OF S. DIXIE TO FIVE FEET INTO THE EXISTING |
| | PARKING LOT. SHOW BREAKPOINTS, R/W, GUTTERS, WIDTH OF |
| | ADA PORTION OF SIDEWALK, GENERAL SURFACE SLOPES. |
| | |
| | 5. PROVIDE ARROWS ON THE CONCEPTUAL ENGINEERING PLAN |
| | SHOWING STOMWATER RUNOFF FLOW DIRECTION. |
| | |
| | 6. IF DUMPSTER DRIVEWAY CAN REMAIN, REPLACE TYPE 'F' |
| | CURB AND GUTTER WITH DROP CURB ACROSS THE DRIVEWAY. |
| | |
| | 7. SHOW AND LABEL UTILITIES (SIZE, MATERIAL) ON THE |
| | ENGINEERING PLANS. |
| | |
| | 8. SHOW THE TREES AND THE EXISTING CATCH BASIN BETWEEN |
| | THE PARK'S DRIVEWAY AND THE NORTH PROPERTY LINE OF THE |
| | SITE. |
| | |
| | 9. THERE APPEAR TO BE A UTILITY GATE VALVE BOX AND A |
| | LIGHT POLE IN THE SIDEWALK THAT ARE NOT SHOWN ON THE |
| | SURVEY. |
| | |
| | 10. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 11. SHOW WHEEL STOPS FOR THE PARKING SPACES FACING THE |
| | BUILDING. |
| | |
| | |
| | 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 AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
Print |
