| Date |
Text |
| 2020-08-13 02:46:17 | 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. PROVIDE CHANGE IN LAND USE AREA FOR BUILDING, |
| | PAVEMENT, SIDEWALK AND PERVIOUS AREAS BETWEEN EXISTING |
| | AND PROPOSED DEVELOPMENT. PROVIDE A SKETCH SHOWING THE |
| | CHANGES. |
| | |
| | 2. DESCRIBE HOW STORMWATER WATER QUALITY TREATMENT WILL |
| | BE PROVIDED IF THERE IS A NET DECREASE IN PERVIOUS |
| | AREA. CALCULATIONS WILL NEED TO BE PROVIDED WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 3. WILL CURBING BE PROVIDED AT THE WEST AND EAST ENDS |
| | OF THE NORTHERN PARKING SPACES? |
| | |
| | 4. ADD FLOW ARROWS SHOWING HOW SURFACE RUNOFF WILL |
| | FLOW. |
| | |
| | 5. IT APPEARS MOST OF THE NORTHERN PARKING AREA SLOPES |
| | TO THE NORTH. SHOW A SWALE TO CONVEY THE RUNOFF TO THE |
| | CATCH BASINS. |
| | |
| | 6. WHERE DOES STRUCTURE ST-07 DRAIN TO? |
| | |
| | 7. ADD PRB'S TO STORM STRUCTURES #2 AND #4 TO KEEP |
| | FLOATABLES OUT OF THE LAKE. |
| | |
| | 8. LABEL THE NORMAL (CONTROL) ELEVATION OF THE LAKE(S). |
| | |
| | 9. THE ENGINEERING PLAN SHOWS ENDWALLS FOR THE NEW |
| | PIPES INTO THE LAKE. ENDWALLS ARE NOT SHOWN ON THE |
| | NPBCID DETAIL PROVIDED ON SHEET C-420. |
| | |
| | 10. INDICATE HOW MUCH OF THE 6" OUTFALL PIPE WILL BE |
| | REMOVED. IF NOT ALL OF THE PIPE, HOW WILL THE REST OF |
| | THE PIPE BE ABANDONED? |
| | |
| | 11. ADD FLOATING TURBIDITY BARRIERS AROUND THE OUTFALLS |
| | (EXISTING AND PROPOSED) IN THE LAKES. |
| | |
| | 12. THE PROPOSED BUILDING APPEARS TO BE PARTIALLY |
| | LOCATED IN FLOOD ZONE AE. STRUCTURES WITHIN SPECIAL |
| | FLOOD HAZARD AREAS ARE TO HAVE TWO FEET OF FREE BOARD |
| | ABOVE THE BASE FLOOD ELEVATION. |
| | |
| | 13. THE CITY OF WEST PALM BEACH USES NGVD1929 AS THE |
| | VERTICAL DATUM. PLANS AND SURVEYS CAN USE NAVD1988 |
| | VERTICAL DATUM IF THE CONVERSION EQUATION IS PROVIDED |
| | ON THE DRAWING. ADD THE CONVERSION EQUATION TO THE |
| | SURVEY. |
| | |
| | 14. CONFIRM THERE WILL BE SUFFICIENT VERTICAL CLEARANCE |
| | BETWEEN THE WATER SERVICE LINES AND THE PROPOSED |
| | DRAINAGE PIPE. |
| | |
| | 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 NPBCID ACCEPTANCE OF THIS |
| | PROJECT. |
| | |
| | 4. PROVIDE SFWMD ERP PERMIT MODIFICATION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
Print |
