| Date |
Text |
| 2020-12-10 10:21:28 | 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 |
| | SURVEY USES NAVD1988. THE CITY HAS ALLOWED NAVD1988 |
| | PROVIDED THE CONVERSION BETWEEN NAVD1988 AND NGVD1929 |
| | IS LISTED. PROVIDE THE VERTICAL DATUM AND CONVERSION |
| | EQUATION ON EVERY SHEET WITH ELEVATION INFORMATION |
| | (C4.2, C4.3), |
| | |
| | 2. MOVE THE DRAINAGE STRUCTURE AND STORM PIPE OUT OF |
| | THE ALLEY RIGHT OF WAY. |
| | |
| | 3. PROVIDE TYPICAL CROSS SECTION OF THE ALLEY. |
| | |
| | 4. PROVIDE CROSS SECTIONS FROM EAST AND SOUTH FACES OF |
| | THE BUILDING TO THE ROADWAY EDGE OF PAVEMENT SHOWING |
| | PROPOSED GRADING, PERIMETER BERM AND/OR SWALE, |
| | SIDEWALK, PROPERTY LINE AND CURB AND GUTTER. |
| | |
| | 5. EXTEND SECTION B-B TO THE WEST FACE OF THE BUILDING, |
| | PROVIDING DIMENSIONS AND TYPICAL SURFACE SLOPES. |
| | |
| | 6. PROVIDE CROSS SECTION FROM NORTH FACE OF BUILDING TO |
| | NORTH PROPERTY LINE ACROSS THE FUTURE EXPANSION AREA. |
| | |
| | 7. CURB RAMP WILL BE NEEDED ON BOTH SIDES OF THE ALLEY |
| | AT N. TAMARIND AVE. SIDEWALKS. |
| | |
| | 8. MATCH EXISTING WEST INVERT ELEVATION AT DRAINAGE |
| | STRUCTURE EX CB 570 AT NW CORNER OF N. TAMARIND AVE AND |
| | 7TH ST. |
| | |
| | 9. RCP STROM PIPE TO BE USED WITHIN RIGHT OF WAY OR |
| | UNDER ANY SIDEWALKS THAT THE CITY WILL BE MAINTAINING. |
| | |
| | 10. CONSIDER REDUCING PARKING SPACE LENGTHS AND |
| | PROVIDING PERVIOUS OVERHANG AT THE ENDS OF THE PULL-IN |
| | PARKING SPACES. |
| | |
| | 11. SUGGEST SPECIFYING STABILIZED SUB-GRADE FOR THE |
| | ONSITE ASPHALT. |
| | |
| | 12. MODIFY SECTION C-C TO PROVIDE ADA COMPLIANT PATH |
| | ACROSS THE DRIVE. |
| | |
| | 13. SHOW DROP CURB ACROSS DRIVE IN SECTION C-C. |
| | |
| | 14. REMOVE BLEEDER FROM THE WEIR. THE CITY DOES NOT |
| | ALLOW THE USE OF BLEEDERS ON CONTROL STRUCTURES USED |
| | WITH EXFILTRATION TRENCHES. |
| | |
| | 15. THE SIDE VIEW OF THE STRUCTURE DETAILS (S-101) IS |
| | SHOWING THE INFLOW PIPE IN THE WRONG LOCATION. |
| | |
| | 16. PROVIDE PRB'S ON EACH SIDE OF THE EXFILTRATION |
| | TRENCH TO EXTEND THE LIFE OF THE EXFILTRATION TRENCH. |
| | CONSIDER INCORPORATING LOW IMPACT DEVELOPMENT DRAINAGE |
| | FEATURES INTO THE PROJECT. |
| | |
| | 17. PROVIDE A PRB FOR THE OUTFALL PIPE TO KEEP |
| | FLOATABLES ONSITE AND OUT OF THE CITY'S MS4. |
| | |
| | 18. GRADING OF 7TH ST WILL NEED TO BE DESIGNED TO |
| | PREVENT STANDING WATER WITHIN THE RIGHT OF WAY. |
| | |
| | 19. SHOW THE LIMITS OF MILLING AND RESURFACING FOR THE |
| | TRENCH CUTS ON N. TAMARIND AVE. |
| | |
| | 20. INCLUDE R/W STRIPING ON THE SIGNING, STRIPING AND |
| | GEOMETRIC PLAN. |
| | |
| | 21. SHOW THE UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 22. NO SURVEY WAS PROVIDED. |
| | |
| | 23. WHAT ARE CRA'S PLANS FOR UNDERGROUNDING THE |
| | OVERHEAD UTILITIES? |
| | |
| | 24. THREE OF THE FOUR PROPOSED EXTERIOR ELEVATIONS |
| | MISLABELED ON SHEET A-3. |
| | |
| | 25. PROVIDE A PLAN SHOWING THE RESTORATION OF THE |
| | PROPERTY AT 464 FERN STREET WHEN THE STRUCTURE IS |
| | REMOVED. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | |
| | 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. A SFWMD ERP MAY BE REQUIRED. PROVIDE A COPY OF THE |
| | PERMIT PRIOR TO STARTING CONSTRUCTION. |
| | |
| | 4. PROVIDE A COPY OF THE DRAINAGE CALCULATIONS WITH THE |
| | ENGINEERING PERMIT APPLICATION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| | |
| | |
| |
Print |
