| Date |
Text |
| 2021-09-08 09:41:01 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 6/22/2021 SUBMITTAL PACKAGE: |
| | |
| | 1. [SATISFIED] SHOW ON THE DEMOLITION PLAN, SHEET C-03, |
| | THE EXISTING DRAINAGE PIPE CONNECTIONS FOR THE TWO |
| | CATCH BASINS IN THE NORTHEAST AREA OF THE SITE. |
| | |
| | 2. [NOT SATISFIED - CAN BE ADDRESSED DURING ENGINEERING |
| | PERMIT SUBMITTAL] THE PGD PLAN (SHEET C-04) CALLS OUT |
| | 8' X 10' EXFILTRATION TRENCH BUT THE EXFILTRATION |
| | TRENCH DETAIL ON SHEET C-06 SHOWS 10' X 6.5' TRENCH |
| | DIMENSIONS. |
| | |
| | 3. [SATISFIED] THE EXFILTRATION TRENCH DETAIL SHOWS A |
| | WEIR ELEVATION OF 15.70 FT NAVD. |
| | A. WHERE IS THIS WEIR LOCATED? |
| | B. LOWEST FINISHED GRADE IS 16.10. SUGGEST USING |
| | CRUSHED CONCRETE BASE INSTTEAD OF LIMEROCK BASE TO |
| | CONTEND WITH POTENTIAL SATURATED BASE CONDITIONS. |
| | C. THE PROPOSED FINISHED GRADE OF THE LAWN OVER THE |
| | RAINTANKS IS SHOWN TO BE 16.50' NAVD. SHOULD THE |
| | FINISHED GRADE BE A MINIMUM OF 1 FOOT ABOVE THE WEIR |
| | ELEVATION? |
| | |
| | 4. [SATISFIED] LABEL THE VERTICAL DATUM ON EVERY SHEET |
| | WITH ELEVATION INFORMATION AND PROVIDE THE CONVERSION |
| | EQUATION TO NGVD1929. THIS COMMENT APPLIES TO SHEET |
| | C-03, C-05, C-06, C-07, AND C-11. |
| | |
| | 5. [SATISFIED] SHOW MINIMUM HORIZONTAL CLEARANCE |
| | BETWEEN S.S.M.H. #4 AND THE 8" WATER MAIN TO THE NORTH |
| | AND NORTHWEST OF THE STRUCTURE |
| | |
| | 6. [SATISFIED] IF THE TRENCH CUT FOR THE PROPOSED 12" |
| | WATER MAIN IS WITHIN THE NORTHBOUND LANE OF CLEARWATER |
| | DRIVE, THE FULL WIDTH OF THE NORTHBOUND LAND WILL NEED |
| | TO BE MILLED AND RE-SURFACED. |
| | |
| | 7. [SATISFIED] AVOID HAVING VALVE COVERS FALL WITHIN |
| | THE CURB AND GUTTER. |
| | |
| | 8. [SATISFIED] USE THE LATEST CITY DETAILS. |
| | |
| | 9. [SATISFIED] INDICATE IF THE PROPOSED DRAINAGE SYSTEM |
| | CHANGED WITH THE LATEST SITE PLAN. |
| | |
| | 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. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION. |
| | |
| | 4. 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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