| Date |
Text |
| 2022-07-14 11:36:18 | 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 VERTICAL DATUM REFERENCE AND |
| | CONVERSION TO NGVD1929 ON THE SURVEY. |
| | |
| | 2. 24TH STREET AND 25TH STREET ARE MAINTAINED BY FDOT. |
| | ALL IMPROVEMENTS WITHIN THE R/W TO BE APPROVED BY FDOT. |
| | |
| | 3. ARE THE R-TANKS JUST FOR STORAGE OR DO THEY ALSO |
| | PROVIDE WATER QUALITY TREATMENT? HOW WILL THE TANKS |
| | EMPTY? |
| | |
| | 4. COMPLETE THE MISSING INFORMATION INDICATED BY ?#? ON |
| | THE R-TANK DETAIL SHEET. |
| | |
| | 5. PROVIDE CROSS SECTIONS WITH ELEVATIONS THROUGH THE |
| | R-TANK STORAGE AREAS, SHOWING BOTTOM OF TANK, TOP OF |
| | TANK, AND SURFACE GRADE. |
| | |
| | 6. PROVIDE CROSS SECTIONS FROM FACE OF BUILDING TO |
| | CENTERLINE OF RIGHTS OF WAY FOR 24TH STREET, 25TH |
| | STREET AND SPRUCE AVE. SHOW RIGHT OF WAY, OFFSET |
| | DISTANCES, SURFACE FEATURES, GENERAL SURFACE SLOPES |
| | WITH MAX. ALLOWED PERCENTAGES, BREAK POINTS, ETC. |
| | |
| | 7. PROVIDE CROSS SECTION OF THE ALLEY. SHOW RIGHT OF |
| | WAY LINES, OFFSETS TO ONSITE IMPROVEMENTS, GRADE BREAKS |
| | AND DIMENSIONS, SURFACE TREATMENTS, ETC. |
| | |
| | 8. PROVIDE CROSS SECTION FOR PROPOSED ?ALLEY? BETWEEN |
| | 24TH STREET AND THE ALLEY. SHOW SURFACE FEATURES, |
| | DIMENSIONS, SURFACE BREAK POINTS, PROPERTY LINES, ETC. |
| | |
| | 9. PROVIDE FFE FOR THE PARKING GARAGE. |
| | |
| | 10. CHECK THE PROPOSED ELEVATIONS AT THE BASE OF THE |
| | STEPS FOR THE UNITS ALONG 25TH STREET VS. THE EXISTING |
| | BACK OF SIDEWALK ELEVATION. SOME PROPOSED ELEVATIONS |
| | APPEAR TO BE BELOW THE BOW OR MORE THAN 1 INCH ABOVE |
| | THE BOW. |
| | |
| | 11. CLEANUP THE TEXT IN THE NORTH AREA OF THE RETAIL |
| | SPACE ON SHEET C2.1. |
| | |
| | 12. EXFILTRATION TRENCH DETAIL CALLS OUT HDPE PIPE BUT |
| | RCP PIPE IS SHOWN ON THE DRAINAGE PLAN SHEET. |
| | |
| | |
| | |
| | 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) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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