| Date |
Text |
| 2023-03-09 15:51:00 | 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. CROSS HATCH THE UTILITIES THAT ARE TO BE REMOVED. |
| | |
| | 2. HATCH SIDEWALKS, CURBS, ETC. THAT WILL BE REMOVED OR |
| | REPLACED. |
| | |
| | 3. REMOVE DRIVEWAY APRONS THAT WILL NOT BE INCORPORATED |
| | INTO THE DEVELOPMENT AND RESTORE THE CURB OR CURB AND |
| | GUTTER ALONG THE EDGE OF ROAD PAVEMENT. RELOCATE ANY |
| | DRAINAGE STRUCTURES INTO THE NEW CURB LINE. |
| | |
| | 4 LABEL UTILITIES (SIZE AND MATERIAL) IN THE RIGHT OF |
| | WAY. |
| | |
| | 5. NUMBER THE DRAINAGE STRUCTURES FOR EASE OF |
| | REFERENCE. |
| | |
| | 6. THE MANHOLES IN THE PEDESTRIAN PATHS POSE A TRIPPING |
| | HAZARD. CONSIDER MOVING THE MANHOLES INTO THE LANDSCAPE |
| | AREAS. |
| | |
| | 7. SHOW SYMBOLS FOR EXISTING DRAINAGE STRUCTURES AND |
| | LIST ON THE SHEET THE RIM/GRATE ELEVATION AND INVERT |
| | ELEVATIONS. |
| | |
| | 8. SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA. |
| | STRUCTURES ARE TO HAVE A MINIMUM OF 2 FEET OF FREEBOARD |
| | ABOVE THE BASE FLOOD ELEVATION. |
| | |
| | 9. PROVIDE TOP AND BOTTOM TRENCH ELEVATIONS ON THE |
| | EXFILTRATION TRENCH DETAIL. |
| | |
| | 10. THE CITY DOES NOT ALLOW BLEEDERS WITH EXFILTRATION |
| | TRENCHES. |
| | |
| | 11. CURB RAMPS ARE TO BE BROUGHT UP TO CURRENT ADA |
| | REQUIREMENTS IF THE ASPHALT PAVEMENT ADJACENT TO THE |
| | RAMP IS MODIFIED IN ANY WAY. THIS APPLIES TO ALL CURB |
| | RAMPS, INCLUDING ONES THAT ARE ON THE OPPOSITE SIDE OF |
| | THE STREET. |
| | |
| | 12. INCLUDE IN THE LEGEND ON SHEET C3 (PDG PLAN) THE |
| | DIFFERENT HATCH PATTERNS SHOWN ON THE SHEET. |
| | |
| | 13. PROVIDE CROSS SECTIONS AT ALL DRIVEWAYS, ON-STREET |
| | PARKING AREAS, MID-BLOCK FOR ALL STREETS. LABEL THE |
| | STREET, R/W LINE, SIDEWALKS, CURBS, ETC. DIMENSION THE |
| | DISTANCE FROM THE R/W LINE TO MAJOR SURFACE FEATURES |
| | SUCH AS BACK OF CURB, EDGE OF PAVEMENT, FRONT OR BACK |
| | OF SIDEWALK (PROVIDE SIDEWALK WIDTH), FACE OF BUILDING, |
| | HIGH POINTS IN DRIVEWAYS. PROVIDE ARROWS SHOWING |
| | GENERAL DIRECTION OF SURFACE SLOPES. LABEL THE CURB |
| | TYPES. |
| | |
| | |
| | 14. WHERE WILL THE BUILDING ROOF DRAINS CONNECT TO? |
| | |
| | 15. THE EXISTING DRAINAGE SYSTEM IN THE INTERSECTION OF |
| | N. FLAGLER DR. AND 23RD ST DOES NOT APPEAR TO BE SHOWN |
| | IN THE CORRECT LOCATION. |
| | |
| | 16. CAN THE SCALE OF THE ENGINEERING PLANS BE CHANGED |
| | TO 1-INCH EQUALS 30 FEET TO MATCH SCALE OF THE |
| | LANDSCAPE PLANS? |
| | |
| | 17. VERTICAL PROFILE OF THE MULTI-PURPOSE PATH SHOULD |
| | CLOSELY FOLLOW PROFILE OF N. FLAGLER DR AND THE CROSS |
| | SLOPE SHALL NOT EXCEED 2 PERCENT CROSS SLOPE. THE |
| | CONTOUR LINES WILL NEED TO BE REVISED. |
| | |
| | 18. SHOW MILL AND RESURFACING LIMITS ON THE PGD PLAN. |
| | |
| | 19. A CURB INLET AND PIPE WILL BE NEEDED ON PONCE DE |
| | LEON TO COLLECT STORMWATER WATER RUNOFF BEFORE 23RD ST. |
| | |
| | 20. STORM PIPE WITHIN THE RIGHT OF WAY SHALL BE RCP, |
| | MINIMUM 15 INCHES IN DIAMETER. JUSTIFICATION WILL BE |
| | NEEDED FOR ANY OUTFALL PIPE LARGER THAN 15-INCH. |
| | |
| | 21. CREATE DEPRESSIONS IN THE LANDSCAPE AREAS TO |
| | COLLECT STORMWATER RUNOFF. |
| | |
| | 22. SHOW THE EXISTING IMPROVEMENTS FOR THE SOUTHWEST |
| | CORNER OF THE INTERSECTION OF BROWARD AVE AND PICADILLY |
| | STREET. |
| | |
| | 23. COORDINATE LOCATION OF TREES WITH THE UNDERGROUND |
| | UTILITIES. SHOW LOCATIONS OF ROOT BARRIERS ON THE |
| | LANDSCAPE PLANS. |
| | |
| | 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] |
| | |
| |
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