| Date |
Text |
| 2018-08-08 15:56:09 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | AUGUST 3, 2018 REVIEW PACKAGE: |
| | |
| | 1. PROVIDE A TYPICAL CROSS SECTION FROM THE SOUTH |
| | PROPERTY LINE THROUGH THE NEW PARKING LOTS SOUTH OF THE |
| | TWO-STORY DOME BUILDING. IT DOESN'T APPEAR A SWALE WITH |
| | 3:1 SLOPES CAN BE CONSTRUCTED ALONG THE SOUTH PROPERTY |
| | LINE UNLESS THERE IS A RETAINING WALL ALONG THE SOUTH |
| | EDGE OF THE PARKING. |
| | |
| | 2. REVIEW THE GRADING OF THE EAST END OF THE PARKING |
| | LOT SOUTH OF THE TWO-STORY DOME BUILDING. THERE IS A |
| | PAVEMENT GRADE OF 18.53 FT NGVD IN THE CORNER OF THE |
| | PARKING LOT. THE NEAREST CATCH BASIN TO THE NORTH WILL |
| | HAVE A GRATE ELEVATION OF 18.70 FT NGVD. |
| | |
| | 3. REVIEW THE UTILITY CONFLICT SEPARATION NOTES ON THE |
| | UTILITY PLAN. THE NOTES ARE WRITTEN TO MAKE IT APPEAR |
| | THE FIRE LINES WILL BE CONSTRUCTED UNDER THE STORM |
| | PIPES FOR EXAMPLE, THE WATER LINE TO THE FIRE HYDRANT |
| | AND TO THE FDC, THE CONFLICT IS WRITTEN AS STORM BOP |
| | AND FIRE TOP. IF THE WATER LINES ARE PASSING UNDER THE |
| | STORM THEN 12" OF CLEARANCE WILL BE REQUIRED INSTEAD OF |
| | 6". |
| | |
| | 4. DRAINAGE STRUCTURE ST-1 IS REPLACING AN EXISTING |
| | STRUCTURE. IS THE EXISTING STRUCTURE A CONTROL |
| | STRUCTURE FOR THE LAKE TO THE SOUTH OF THE ENTRANCE |
| | ROAD? |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| | |
| |
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