| Date |
Text |
| 2022-09-08 13:07:23 | 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. FLORIDA MANGO IS MAINTAINED BY PALM BEACH COUNTY. |
| | |
| | 2. 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 THE VERTICAL DATUM CONVERSION TO |
| | NGVD1929 ON THE SURVEY. PROVIDE VERTICAL DATUM |
| | REFERENCE AND CONVERSION EQUATION ON EVERY ENGINEERING |
| | SHEET WITH ELEVATION INFORMATION. |
| | |
| | 3. SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA. |
| | STRUCTURES ARE TO HAVE MINIMUM TWO FEET OF FREEBOARD |
| | ABOVE THE BASE FLOOD ELEVATION. |
| | |
| | 4. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITHIN |
| | THE WEIR WITH EXFILTRATION TRENCH SYSTEMS. |
| | |
| | 5. PROVIDE CROSS SECTIONS FOR ALL SIDES OF THE PROPERTY |
| | FROM 10 FEET OUTSIDE THE PROPERTY TO THE BUILDING FACE. |
| | SHOW AND LABEL SURFACE FEATURES, GRADE BREAKS, PROPERTY |
| | LINE, SURFACE SLOPES, STREET NAMES, ETC. |
| | |
| | 6. PROVIDE CROSS SECTIONS AT THE DRIVEWAYS FROM |
| | CENTERLINE OF THE ROAD TO 5 FEET PAST THE HIGH POINT. |
| | SHOW AND LABEL SURFACE FEATURES, GRADE BREAKS, RIGHT OF |
| | WAY LINE, STREET NAME, SURFACE SLOPES, ETC. |
| | |
| | 7. THE GRATE ELEVATION OF STRUCTURES CB#1 AND CB#8 ARE |
| | AT OR BARELY HIGHER THAN THE WEIR ELEVATION. THERE WILL |
| | BE PONDING AROUND THESE STRUCTURES WHENEVER THERE IS |
| | DISCHARGE INTO THE CANAL. |
| | |
| | 8. LABEL EXISTING UTILITIES (SIZE, MATERIAL). |
| | |
| | 9. SHOW MILL AND RESURFACING LIMITS. |
| | |
| | 10. SHOW THE EXISTING CURB AND GUTTER ALONG FLORIDA |
| | MANGO. SHOW DROP CURB ACROSS THE PROPOSED DRIVEWAYS. |
| | |
| | 11. CAN SOUTH DRIVEWAY BE ADJUSTED TO AVOID THE |
| | EXISTING CATCH BASIN? |
| | |
| | 12. DRIVEWAY APRONS SHOULD BE CONCRETE WITHIN THE RIGHT |
| | OF WAY. |
| | |
| | 13. SHOW AND LABEL AND PERIMETER BERM THAT WILL BE |
| | NEEDED. |
| | |
| | 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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