| Date |
Text |
| 2022-08-02 16:12:50 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 7/15/2022 SUBMITTAL: |
| | |
| | 1. [SATISFIED - AN EXTRA PIPE WAS ADDED TO THE CATCH |
| | BASIN ON THE NORTH SIDE OF 27TH STREET. ADVISE WHERE |
| | THIS INFORMATION CAME FROM.] REVISE THE LAYOUT OF THE |
| | EXISTING STORM PIPE CROSSING 27TH STREET BY MOVING THE |
| | NORTH END OF THE PIPE FROM THE CATCH BASIN (WITH RIM |
| | ELEVATION 12.28 FT NAVD) TO A MANHOLE THAT IS LOCATED |
| | IN THE SWALE OF ELECTRONICS WAY EAST OF THE CATCH |
| | BASIN. THEN ADD AN EXISTING 36 INCH RCP PIPE BETWEEN |
| | THE MANHOLE AND THE CATCH BASIN TO THE WEST. |
| | |
| | 2. [SATISFIED] REVIEW THE PROPOSED GRADING OF THE |
| | INTERIOR SWALE ALONG THE NORTH PERIMETER. NEARLY 12.5 |
| | FEET IS NEEDED BETWEEN THE CORNER OF THE SIDEWALK (AT |
| | NORTHWEST CORNER OF THE BUILDING) AND THE NORTH |
| | PROPERTY LINE BUT THERE IS ONLY ABOUT 10.5 FEET. |
| | APPROXIMATELY 12.5 FEET IS NEEDED BETWEEN THE BIKE RACK |
| | AND NORTH PROPERTY LINE BUT ONLY 10 FEET IS AVAILABLE |
| | (SECTION B-B). |
| | |
| | 3. [SATISFIED] SECTION D-D - INDICATE HOW THE GROUND |
| | WILL SLOPE BETWEEN THE FENCE AND BACK OF CURB. PROVIDE |
| | A SWALE BETWEEN THE FENCE AND THE SOUTH PROPERTY LINE |
| | TO PREVENT DIRECT RUNOFF ONTO THE ADJACENT PROPERTY. |
| | |
| | 4. [SATISFIED] CONSIDER REDUCING THE PARKING SPACES |
| | ALONG THE WEST PROPERTY LINE AND PROVIDE 2 FEET OF |
| | OVERHANG. TYPE D CURB COULD REPLACE THE WHEEL STOPS. |
| | |
| | 5. [SATISFIED] MOVE THE HIGH POINT OF THE DRIVEWAY |
| | CLOSER TO THE EAST PROPERTY LINE SO THAT A PORTION OR |
| | ALL OF THE LOADING PARKING SPACE WILL DRAIN TO THE |
| | INTERIOR OF THE SITE INSTEAD OF THE RIGHT OF WAY. |
| | |
| | 6. [SATISFIED] LIST THE TOP OF TRENCH ELEVATION AND |
| | BOTTOM OF TRENCH ELEVATION ON THE EXFILTRATION TRENCH |
| | DETAIL CROSS SECTION. |
| | |
| | 7. [SATISFIED] THE CITY DOES NOT ALLOW THE USE OF |
| | BLEEDERS WITH EXFILTRATION TRENCH SYSTEMS. |
| | |
| | 8. [SATISFIED] ON SHEETS 4 AND 5, WHAT DOES THE HEAVY |
| | SINGLE SHORT DASH - LONG DASH LINE REPRESENT THAT IS |
| | SHOWN IN THE INTERIOR OF THE WEST PARCEL? |
| | |
| | 9. [SATISFIED] SITE IS LOCATED WITHIN A SPECIAL FLOOD |
| | HAZARD AREA. MINIMUM TWO FEET OF FREEBOARD ARE REQUIRED |
| | ABOVE THE BASE FLOOD ELEVATION. |
| | |
| | NEW COMMENTS (06/08/22 SUBMITTAL): |
| | |
| | 10. [SATISFIED] CIVIL PLANS DO NOT MATCH THE |
| | ARCHITECTURAL PLANS OR LANDSCAPE PLANS. THE CIVIL PLANS |
| | REMOVED THE SIDEWALK ON THE NORTH SIDE OF THE BUILDING. |
| | THIS MAY AFFECT THE LIFE SAFETY PLAN AND LANDSCAPE |
| | PLAN. |
| | |
| | 11. [SATISFIED] ADD VERTICAL DATUM REFERENCE AND |
| | CONVERSION EQUATION TO ENGINEERING SHEET 7. |
| | |
| | NEW COMMENTS (7/15/22 SUBMITTAL): |
| | |
| | 12. FOR ENGINEERING PERMIT SUBMITTAL,COORDINATE THE |
| | LISTED PRB'S AND WEIRS ON THE PAVING, GRADING AND |
| | DRAINAGE PLAN AND THE CORRESPONDING ITEMS' DETAIL NAME |
| | ON THE DETAIL SHEET. FOR EXAMPLE, THE TYPE E INLET AT |
| | THE NORTH END OF THE PARKING LOT CALLS OUT PRBS AND AN |
| | INVERTED WEIR AND THE CS-1 STRUCTURE CALLS OUT A WEIR. |
| | THE CORRESPONDING DETAILS ON SHEET 7 APPEAR TO BE |
| | CALLED "POLLUTION CONTROL BAFFLE" AND INVERTED |
| | POLLUTION CONTROL BAFFLE WEIR". WILL THE INLET AT THE |
| | NORTH END OF THE PARKING LOT HAVE A WEIR? WHICH WALL |
| | WILL IT BE LOCATED ON? |
| | |
| | 13. FOR ENGINEERING PERMIT SUBMITTAL, NUMBER THE |
| | DRAINAGE AND SANITARY STRUCTURES FOR EASE OF REFERENCE, |
| | INCLUDING EXISTING STRUCTURES THAT MAY OR MAY NOT BE |
| | IMPACTED BY THE DEVELOPMENT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| | |
| |
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