| Date |
Text |
| 2022-06-30 17:38:30 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 5-13-2022 SUBMITTAL. THEY CAN BE ADDRESSED DURING THE |
| | ENGINEERING PERMIT SUBMITTAL IF NO OTHER SUBMITTALS OF |
| | THE ENGNEERING PLAN IS REQUIRED FOR SITE PLAN APPROVAL. |
| | |
| | 1. [SATISFIED] 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 CONVERSION TO |
| | NGVD1929 ON THE SURVEY AND EVERY SHEET WITH ELEVATION |
| | INFORMATION. |
| | |
| | 2. [PARTIALLY SATISFIED - LABEL PIPE AND PIPE MATERIAL] |
| | SHOW AND LABEL STORM PIPE BETWEEN CATCH BASIN IN THE |
| | CUL-DE-SAC AND THE CANAL. |
| | |
| | 3. [NOT SATISFIED - PROVIDE WITH ENGINEERING PERMIT |
| | SUBMITTAL] PROVIDE CROSS SECTIONS AT THE DRIVEWAY |
| | CONNECTIONS AT THE PROPERTY LINES. LABEL PROPERTY LINE |
| | AND SHOW GENERAL SURFACES ARE SLOPING AND WHERE THE |
| | HIGH POINT WILL BE WITHIN THE SITE. |
| | |
| | 4. [NOT SATISFIED - PROVIDE WITH ENGINEERING PERMIT |
| | SUBMITTAL] PROVIDE CROSS SECTION FROM PALM BEACH LAKES |
| | BLVD TO INTERIOR OF VEHICLE STACKING AREA. |
| | |
| | 5. [NOT SATISFIED - PROVIDE WITH ENGINEERING PERMIT |
| | SUBMITTAL] PROVIDE CROSS SECTION FROM OUTSIDE NORTHEAST |
| | PROPERTY LINE TO FACE OF BUILDING. DIMENSION DRIVE |
| | AISLE, PARKING, LANDSCAPING, ETC. |
| | |
| | 6. [SATISFIED] CAR WASH WASTEWATER IS NOT TO ENTER THE |
| | DRAINAGE SYSTEM. |
| | |
| | 7. [SATISFIED] THE CITY DOES NOT ALLOW THE USE OF |
| | ORIFICES WITH EXFILTRATION TRENCHES. |
| | |
| | 8. [SATISFIED] INCLUDE PRBS IN STRUCTURES CONNECTED TO |
| | EXFILTRATION TRENCHES TO EXTEND THE LIFE OF THE |
| | EXFILTRATION TRENCHES. |
| | |
| | 9. [SATISFIED] AVOID PLANTING TREES OVER UTILITY PIPES. |
| | |
| | NEW COMMENTS: |
| | 10. MOVE THE EXFILTRATION TRENCH AWAY FROM THE SANITARY |
| | SEWER LATERAL CROSSING. WHY IS THE EXFILTRATION SPLIT? |
| | CAN PORTION OF THE EXFILTRATION BE MOVED CLOSER TO THE |
| | CONTROL STRUCTURE AND/OR NORTHEAST OF THE CONTROL |
| | STRUCTURE SO THAT THE EASTERN STORM SYSTEM HAS |
| | TREATMENT BEFORE FLOWING OVER THE WEIR. |
| | |
| | 11. HAVE YOU CONSIDERED MOVING THE INVERTED CROWN OF |
| | THE EASTERN DRIVEWAY FROM THE MIDDLE OF THE 13 FT DRIVE |
| | LANE TO THE SOUTHWEST EDGE OF THE DRIVE LANE (BETWEEN |
| | DRIVE LANE AND PARKING STALLS)? |
| | |
| | 12. HAVE YOU CONSIDERED MOVING THE INVERTED CROWN OF |
| | THE NORTHERN DRIVEL LANES FROM THE CENTER OF THE DRIVE |
| | LANES TO AGAINST THE CURB LINE. |
| | |
| | 13. SAFETY CURB MAY NOT BE NEEDED FOR THE SIDEWALK |
| | CONNECTION TO THE PALM BEACH LAKES BOULEVARD SIDEWALK. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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