| Date |
Text |
| 2022-04-14 12:02:10 | 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. LABEL ALL THE STREETS ON ALL OF THE SHEETS. FOR |
| | EXAMPLE, SHEET C1.01 ONLY LABELS PINEWOOD AVE. NONE OF |
| | THE EAST-WEST STREETS ARE LABELED. |
| | |
| | 2. COMPLETE THE PAVING, GRADING AND DRAINAGE NOTES ON |
| | THE PGD PLAN SHEETS. SOME OF THE NOTES DO NOT AGREE |
| | WITH THE VERTICAL DATUM LABEL AT THE BOTTOM OF THE |
| | SHEETS. |
| | |
| | 3. EXFILTRATION TRENCH FOR TREATING RUNOFF FROM ONSITE |
| | AREAS SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. |
| | |
| | 4. ON SHEET C2.03 THERE IS A NEW DRAINAGE STRUCTURE ON |
| | THE EAST SIDE OF PINEWOOD AVE ABOUT 40 FEET NORTH OF |
| | THE CENTERLINE OF NORTHWOOD ROAD. THIS INLET IS SHOWN |
| | NEXT TO AN EXISTING INLET THAT IS BEING CONVERTED TO A |
| | VALLEY GUTTER INLET. IS THE NEW INLET NEEDED? |
| | |
| | 5. WHAT WILL BE THE MAXIMUM CROSS SLOPE OF THE |
| | ON-STREET PARKING SPACES? |
| | |
| | 6. LABEL THE PARKING AREAS ON THE CROSS SECTIONS. |
| | |
| | 7. ADVISE IF THE WEST DROP CURB ON PINEWOOD AVE WILL BE |
| | PARALLEL TO THE WEST RIGHT OF WAY. THE 9.0 FT DIMENSION |
| | ON SECTION B-B DOES NOT APPEAR TO REACH THE 2 FEET DROP |
| | CURB. |
| | |
| | 8. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2 PERCENT. |
| | |
| | 9. THE DIMENSIONS FOR THE PARKING AREAS ON SECTION D-D |
| | AND SECTION E-E (FOR BROADWAY AVE) APPEAR TO INCLUDE |
| | THE TYPE 'D' CURB. |
| | |
| | 10. EXTEND SECTION F-F TO THE PARKING LOT ON THE WEST |
| | SIDE OF PINEWOOD AVE. DIMENSION THE SIDEWALKS, CURB AND |
| | GUTTER, TRAVEL LANES AND PARKING AREA. |
| | |
| | 11. DIMENSION MINIMUM BUILDING SETBACKS ON THE CROSS |
| | SECTIONS. |
| | |
| | 12. PROVIDE CROSS SECTION OF BROADWAY AVE SOUTH OF |
| | NORTHWOOD ROAD. EXTEND SECTION FROM FACE OF BUILDING TO |
| | FACE OF BUILDING. DIMENSION SIDEWALKS, CURB AND GUTTER, |
| | PARKING AREAS, TRAVEL LANES, SETBACKS FROM R/W, ETC. |
| | |
| | 13. REVISE THE PARKING SPACE STRIPING DETAIL TO MATCH |
| | CITY CODE. |
| | |
| | 14. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH |
| | EXFILTRATION TRENCHES. |
| | |
| | 15. LABEL RIGHT OF WAYS PROPOSED TO BE ABANDONED ON THE |
| | PLAN SHEETS. |
| | |
| | 16. RCP PIPE (MINIMUM 15 INCHES IN DIAMETER) TO BE |
| | INSTALLED WITHIN THE RIGHT OF WAY. |
| | |
| | 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, IF REQUIRED. |
| | |
| | 3. PROVIDE AN EROSION CONTROL PLAN WITH DETAILS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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