| Date |
Text |
| 2021-03-10 22:36:19 | 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 VERTICAL DATUM IS NATIONAL GEODETIC |
| | VERTICAL DATUM OF 1929. THE CITY HAS ALLOWED THE USE OF |
| | NAVD1988 PROVIDED THE CONVERSION TO NGVD1929 IS |
| | PROVIDED. ADD THE CONVERSION EQUATION TO THE SURVEY. |
| | |
| | 2. EACH SHEET WITH ELEVATION INFORMATION SHALL LIST THE |
| | VERTICAL DATUM AND THE CONVERSION EQUATION TO NGVD1929. |
| | ADD TO SHEET 5. |
| | |
| | 3. REMOVE THE NORTH DRIVEWAY APRON ON ELECTRONICS WAY. |
| | GRADE THE SWALE TO DRAIN FROM THE SOUTH DRIVEWAY APRON |
| | TO THE CATCH BASIN ON THE CORNER. THE SOUTH DRIVEWAY |
| | APRON MAY REQUIRE TO HAVE SWALE SECTION. |
| | |
| | 4. REMOVE THE CURB LINES ON EITHER SIDE OF THE SIDEWALK |
| | ACROSS THE SOUTH DRIVEWAY. |
| | |
| | 5. PROVIDE CROSS SECTIONS FROM THE PHASE 2 LINE TO THE |
| | WEST BUILDING FACE AND FROM THE NORTH, SOUTH AND EAST |
| | PROPERTY LINES TO THE BUILDING FACE. |
| | |
| | 6. IT'S NOT CLEAR BY THE PROPOSED GRADES HOW THE SOUTH |
| | PARKING SPACES WILL DRAIN TO THE SWALE. |
| | |
| | 7. ON THE ENGINEERING PLANS, CHANGE THE NAME OF THE |
| | STREET NORTH OF THE SITE FROM 27TH PLACE TO 27TH |
| | STREET. |
| | |
| | 8. THE SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA AND |
| | THE FINISHED FLOOR ELEVATION AND MECHANICAL EQUIPMENT |
| | WILL REQUIRE A MINIMUM OF 2 FEET OF FREEBOARD ABOVE THE |
| | BASE FLOOD ELEVATION. |
| | |
| | 9. CONSIDER REDUCING THE DEPTH OF THE PARKING SPACES BY |
| | 2 FEET AND PROVIDE 2 FEET OF GRASS OVERHANG. |
| | |
| | 10. CHANGE DRY RETENTION AREA TO DRY DETENTION AREA. |
| | |
| | 11. SHOULD THE PHASE 2 LINE INCLUDE THE DRY DETENTION |
| | AREA? |
| | |
| | 12. INCLUDE FLOATING TURBIDITY BARRIER AROUND THE |
| | OUTFALL IN THE CANAL. |
| | |
| | 13. THE STORMWATER MANAGEMENT SYSTEM IS TO BE DESIGNED |
| | TO MEET SFWMD ERP CRITERIA FOR WATER QUALITY TREATMENT |
| | AND PEAK FLOW ATTENUATION. |
| | |
| | 14. RECOMMEND DOING A CONDITION ASSESSMENT ON THE |
| | OUTFALL PIPE TO THE CANAL, ESPECIALLY IF THE PIPE |
| | MATERIAL IS CMP. |
| | |
| | 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. DRAINAGE CALCULATIONS WILL BE REVIEWED WITH THE |
| | ENGINEERING PERMIT APPLICATION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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