| Date |
Text |
| 2021-06-07 21:11:36 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 4/5/2021 SUBMITTAL REVIEW SET. |
| | |
| | 1. LABEL THE VERTICAL DATUM ON EVERY SHEET WITH |
| | ELEVATION INFORMATION (PC-1, PGU-1, SP-1). PROVIDE THE |
| | CONVERSION TO NGVD1929, THE CITY'S OFFICIAL VERTICAL |
| | DATUM. [REPEAT COMMENT] |
| | |
| | 2. ENGINEERING PLAN DOES NOT MATCH THE SITE PLAN, E.G. |
| | THE DRIVEWAY TO MADDOCK ST., THE CURBING AROUND THE |
| | EXISTING PLANTER AT THE SOUTHWEST CORNER OF THE |
| | BUILDING (EAST SIDE OF THE NO PARKING AREA). |
| | |
| | 3. PROPERLY SHOW THE MILL AND RESURFACING LIMITS ON |
| | BREVARD AVE PER CITY DETAIL GC-8. [CAN BE ADDRESSED |
| | DURING ENGINEERING PERMIT SUBMITTAL.] |
| | |
| | 4. SHOW REPLACEMENT OF SIDEWALK WITH 6" THICKNESS WHERE |
| | DRIVEWAY APRONS ARE BEING WIDENED OR RELOCATED. [CAN BE |
| | ADDRESSED DURING ENGINEERING PERMIT SUBMITTAL.] |
| | |
| | 5. MAXIMIZE THE STORAGE IN THE PROPOSED DRY RETENTION |
| | AREA BY EXCAVATING THE BOTTOM TO OBTAIN 4:1 SIDE SLOPES |
| | AND BOTTOM ELEVATION OF 12.0 FT NAVD. CROSS SECTIONS OF |
| | THE RETENTIONA AREA WILL BE REQUIRED FOR THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 6. PROVIDE A PIPED CONNECTION BETWEEN THE ROOF DRAINS |
| | FOR THE BUILDING ADDITION AND THE RETENTION AREA. |
| | |
| | 7. LOWER THE GRATE ELEVATION OF CATCH BASIN #3 AND |
| | CREATE A DEPRESSION ACROSS THE DRIVEWAY TO ENSURE |
| | STORMWATER RUNOFF FLOWS TO THE CATCH BASIN INSTEAD OF |
| | ACROSS THE SIDEWALK. |
| | |
| | 8. STORM PIPE WITHIN THE RIGHT OF WAY TO BE MINIMUM 15" |
| | RCP. |
| | |
| | 9. CREATE A SWALE IN THE LANDSCAPE BUFFER AT THE FORMER |
| | WEST DRIVEWAY TO MADDOCK ST. CHANGE CURB INLET #1 TO A |
| | DITCH BOTTOM INLET AND MOVE STRUCTURES NO. 1 AND NO. 2 |
| | FURTHER EAST TO MAXIMIZE FLOW IN THE SWALE. |
| | |
| | 10. INDICATE IF THE EXISTING CURB BETWEEN THE LANDSCAPE |
| | ISLAND AND THE WEST EDGE OF THE FORMER DRIVEWAY WILL |
| | REMAIN OR BE REMOVED. INDICATE IF THE EXISTING CURB |
| | ALONG THE BACK OF SIDEWALK WEST OF THE FORMER DRIVEWAY |
| | WILL REMAIN, BE MODIFIED WITH CURB TRANSITION OR |
| | EXTENDED TO THE EAST SIDE OF THE FORMER DRIVEWAY. |
| | |
| | 11. PROVIDE INLET PROTECTION FOR EXISTING DRAINAGE |
| | STRUCTURES IN THE RIGHT-OF-WAY. {CAN BE ADDRESSED |
| | DURING ENGINEERING PERMIT SUBMITTAL.] |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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