| Date |
Text |
| 2023-08-03 18:02:29 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 5/11/23 SUBMITTAL: |
| | |
| | 1. [PARTIALLY SATISFIED - INCLUDE THE REMOVAL HATCHING |
| | ON ALL OF THE PLAN SHEETS.] CROSS HATCH THE UTILITIES |
| | THAT ARE TO BE REMOVED. |
| | |
| | 2. [SATISFIED] HATCH SIDEWALKS, CURBS, ETC. THAT WILL |
| | BE REMOVED OR REPLACED. |
| | |
| | 3. [PARTIALLY SATISFIED - NOT ALL DRAINAGE STRUCTURES |
| | ADJUSTED TO THE NEW CURB LINE] 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 [PARTIALLY SATISFIED - LABEL FM ON PONCE DE LEON AND |
| | EXISTING STORM PIPES WITHIN THE RIGHT OF WAY]. LABEL |
| | UTILITIES (SIZE AND MATERIAL) IN THE RIGHT OF WAY. |
| | |
| | 5. [SATISFIED] NUMBER THE DRAINAGE STRUCTURES FOR EASE |
| | OF REFERENCE. |
| | |
| | 6. [SATISFIED] THE MANHOLES IN THE PEDESTRIAN PATHS |
| | POSE A TRIPPING HAZARD. CONSIDER MOVING THE MANHOLES |
| | INTO THE LANDSCAPE AREAS. |
| | |
| | 7. [NOT SATISFIED] SHOW SYMBOLS FOR EXISTING DRAINAGE |
| | STRUCTURES AND LIST ON THE SHEET THE RIM/GRATE |
| | ELEVATION AND INVERT ELEVATIONS. |
| | |
| | 8. [SATISFIED] 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. [SATISFIED] PROVIDE TOP AND BOTTOM TRENCH ELEVATIONS |
| | ON THE EXFILTRATION TRENCH DETAIL. |
| | |
| | 10. [SATISFIED] THE CITY DOES NOT ALLOW BLEEDERS WITH |
| | EXFILTRATION TRENCHES. |
| | |
| | 11. [SATISFIED. IF NOTE #3 ON THE PAVING AND GRADING |
| | PLAN WAS ADDED TO ADDRESS THIS COMMENT PLEASE NOTE THAT |
| | THIS COMMENT RELATES TO FEDERAL HIGHWAY ADMINISTRATION |
| | RULINGS AND IS NOT RELATED TO THE FLORIDA BUILDING CODE |
| | SO THE BUILDING OFFICIAL WOULD NOT BE THE ONE TO |
| | ENFORCE THIS.] 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. [NOT SATISFIED] INCLUDE IN THE LEGEND ON SHEET C3 |
| | (PDG PLAN) THE DIFFERENT HATCH PATTERNS SHOWN ON THE |
| | SHEET. |
| | |
| | 13. [SATISFIED] 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. [PARTIALLY SATISFIED - IDENTIFY ON THE DRAINAGE |
| | PLAN THE LOCATION(S) OF ANY UNDERGROUND STORMWATER |
| | STORAGE TANKS] WHERE WILL THE BUILDING ROOF DRAINS |
| | CONNECT TO? |
| | |
| | 15. [SATISFIED] 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. [SATISFIED] CAN THE SCALE OF THE ENGINEERING PLANS |
| | BE CHANGED TO 1-INCH EQUALS 30 FEET TO MATCH SCALE OF |
| | THE LANDSCAPE PLANS? |
| | |
| | 17. [SATISFIED - IT APPEARS THE CONTOUR LINES WERE |
| | REMOVED] 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. [NOT SATISFIED] SHOW MILL AND RESURFACING LIMITS ON |
| | THE PGD PLAN. |
| | |
| | 19. [SATISFIED] A CURB INLET AND PIPE WILL BE NEEDED ON |
| | PONCE DE LEON TO COLLECT STORMWATER WATER RUNOFF BEFORE |
| | 23RD ST. |
| | |
| | 20. [SATISFIED] 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. [SATISFIED] CREATE DEPRESSIONS IN THE LANDSCAPE |
| | AREAS TO COLLECT STORMWATER RUNOFF. |
| | |
| | 22. [PARTIALLY SATISFIED - CONTACT THE EOR (MCLEOD |
| | MCCARTHY AND ASSOC.) ABOUT GETTING THEIR LATEST PLANS] |
| | SHOW THE EXISTING IMPROVEMENTS FOR THE SOUTHWEST CORNER |
| | OF THE INTERSECTION OF BROWARD AVE AND PICADILLY |
| | STREET. |
| | |
| | 23. [SATISFIED] COORDINATE LOCATION OF TREES WITH THE |
| | UNDERGROUND UTILITIES. SHOW LOCATIONS OF ROOT BARRIERS |
| | ON THE LANDSCAPE PLANS. |
| | |
| | NEW COMMENTS (5/11/2023 SUBMITTAL) |
| | |
| | 24. DESIGN TYPE F CURB AND GUTTER ALONG ALL SIDES OF |
| | THE DEVELOPMENT AND DROP CURB/VALLEY GUTTER ACROSS THE |
| | DRIVEWAYS. BACK OF PROPOSED CURB TO MATCH THE SAME |
| | HORIZONTAL LOCATION OF THE BACK OF THE EXISTING CURB. |
| | |
| | 25. WHAT WILL BE THE SLOPE OF THE LANDSCAPE AREA ALONG |
| | 23RD STREET AT ITS NARROWEST LOCATION? IF SHOULD NOT BE |
| | STEEPER THAN 4:1. PROVIDE SPOT GRADES FOR THE FRONT OF |
| | SIDEWALK AT THESE NARROW LANDSCAPE AREAS. |
| | |
| | 26. THE EXISTING CURB INLET AT THE NORTHWEST CORNER OF |
| | PICADILLY STREET AND BROWARD AVE WILL NEED TO BE |
| | RELOCATED TO THE NEW CURB LINE AND PIPED TO THE NEW |
| | MANHOLE STRUCTURE BEING INSTALLED BY THE BROWARD APTS. |
| | CONTRACTOR. |
| | |
| | 27. MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE |
| | PAVER DRIVEWAY WITHIN THE R/W. |
| | |
| | 28. EXPLAIN/LABEL THE V-SHAPED DRIVEWAY(?) ON PICADILLY |
| | STREET AT THE MIDPOINT OF THE SOUTH TOWER. IF IT IS A |
| | DRIVEWAY, THE APRON IS TO BE CONCRETE WITHIN THE RIGHT |
| | OF WAY. IF A DRIVEWAY, PROVIDE A CROSS SECTION PER |
| | COMMENT #13 ABOVE FROM THE CENTERLINE OF OF PICADILLY |
| | STREET TO THE BACK OF THE ROOM (APPROX. 73 FEET FROM |
| | THE PROPERTY LINE). |
| | |
| | 29. PROVIDE VERTICAL CLEARANCE BETWEEN PROPOSED |
| | STORMWATER PIPES AND THE EXISTING FM ON 23RD ST. LIST |
| | TOP AND BOTTOM ELEVATIONS OF THE PIPES. |
| | |
| | 30. HOW WILL THE STORMWATER RUNOFF ON THE DRIVEWAY TO |
| | N. FLAGLER DRIVE BE CAPTURED BEFORE THE R/W LINE? |
| | |
| | 31. DRAINAGE DESIGN SHOULD CONSIDER THE SEA LEVEL RISE |
| | AFFECTS ON THE GROUNDWATER TABLE. |
| | |
| | 31. IT APPEARS TREES ARE PROPOSED OVER THE EXISTING GAS |
| | MAIN ALONG PONCE DE LEON. |
| | |
| | 32. SHOW THE DRAINAGE SYSTEM FOR THE GARAGE AND WHERE |
| | IT TIES INTO THE ONSITE DRAINAGE SYSTEM. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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