| Date |
Text |
| 2022-08-11 12:36:42 | 9. FLAGLER ASSEMBLAGE (Z22070008) |
| | 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 DATUM CONVERSION TO |
| | NGVD1929 ON THE SURVEY. |
| | |
| | 2. MOVE THE TRENCH DRAIN OUTSIDE THE RIGHT OF WAY OF |
| | PINE STREET. |
| | |
| | 3. DRAINAGE CALCULATIONS TO CONSIDER SEA LEVEL RISE ON |
| | THE GROUNDWATER TABLE AND TAILWATER CONDITIONS. |
| | |
| | 4. JUSTIFY THE DIAMETER OF THE OUTFALL PIPE. |
| | |
| | 5. WHAT WILL BE THE CONTRIBUTING AREA TO THE |
| | EXFILTRATION TRENCH UNDER THE DRIVEWAY TO N. FLAGLER |
| | DRIVE. THE HEAD ON THE TRENCH WILL BE LIMITED TO THE |
| | TRENCH DRAIN RIM ELEVATION. |
| | |
| | 6. DESIGN ACCESS (HEIGHT CLEARANCE) TO EXFILTRATION |
| | TRENCH SYSTEMS FOR MAINTENANCE AND FUTURE REPLACEMENT |
| | WHEN THE EXFILTRATION TRENCHES ARE NO LONGER |
| | FUNCTIONING AS DESIGNED. |
| | |
| | 7. SIDEWALK AND PARKING EASEMENTS WILL BE NEEDED FOR |
| | SIDEWALKS AND ON-STREET PARKING SPACES OUTSIDE THE |
| | RIGHT OF WAY. |
| | |
| | 8. PROVIDE DETAIL OF CONTROL STRUCTURE AND SHOW THE |
| | WEIR ELEVATION ON THE PGD PLANS. |
| | |
| | 9. BLEEDERS ARE NOT PERMITTED WITH EXFILTRATION TRENCH |
| | SYSTEMS. |
| | |
| | 10. SHOW THE LIMITS OF THE PROPOSED ALLEY ABANDONMENT. |
| | |
| | 11. SHOW HOW ALLEY GRADING WILL TRANSITION TO EXISTING |
| | GRADE. |
| | |
| | 12. PROVIDE CROSS SECTIONS FROM CENTERLINE OF ROADWAY |
| | TO FACE OF BUILDING(S). LABEL STREET NAME AND SHOW |
| | RIGHT OF WAY LINE, SURFACE FEATURES AND SLOPES, BREAK |
| | POINTS, AND HORIZONTAL DISTANCES FROM RIGHT OF WAY LINE |
| | TO SURFACE FEATURES. |
| | |
| | 13. PROVIDE SECTIONS AT ALL DRIVEWAYS FROM 5 FEET FROM |
| | EDGE OF PAVEMENT TO 5 FEET PAST HIGH POINT OF DRIVEWAY |
| | (OR TRENCH DRAIN). SHOW RIGHT OF WAY LINE AND DISTANCE |
| | FROM R/W TO EP, BACK OF SIDEWALK, HIGH POINT/TRENCH |
| | DRAIN. |
| | |
| | 14. SHOW EXISTING STORM PIPE ON PINE STREET WEST OF AND |
| | CONNECTING TO THE EXISTING STORM MANHOLE SOUTHEAST OF |
| | STRUCTURE ST-31. |
| | |
| | 15. LABEL EXISTING UTILITIES IN THE RIGHT OF WAY (PIPE |
| | SIZE, MATERIAL, ETC.) |
| | |
| | 16. LABEL PROPOSED CURBS AND GUTTERS. |
| | |
| | 17. PROVIDE PROPOSED FINISHED FLOOR ELEVATIONS ON THE |
| | PGD PLANS. |
| | |
| | 18. SHOW MILL AND RESURFACING LIMITS AND PAVEMENT |
| | MARKINGS WITHIN THESE LIMITS. |
| | |
| | 19. WATER MAIN MAY BE IN CONFLICT WITH PROPOSED |
| | STRUCTURE ST-31. |
| | |
| | 20. THERE APPEARS TO BE A LOW POINT IN THE EP IN FRONT |
| | OF THE DRIVEWAY TO BUTLER STREET OPPOSITE BROWARD AVE. |
| | HOW WILL THIS AREA IN FRONT OF THE DRIVEWAY DRAIN? |
| | |
| | 21. PROVIDE ADDITIONAL EXISTING GRADES ALONG THE EP OF |
| | N. FLAGLER DRIVE, NORTH OF THE PROPOSED DRIVEWAY. |
| | |
| | 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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