| Date |
Text |
| 2020-03-24 15:06:58 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE MARCH |
| | 16, 2020 REVIEW SUBMITTAL PACKAGE. |
| | |
| | 1. SITE PLAN AND ENGINEERING PLAN SHOW CURBING ACROSS |
| | THE SIDEWALK. THE SIDEWALK SHOULD NOT BE INTERRUPTED BY |
| | CURBING. |
| | |
| | 2. PARKING AND STRIPING DETAIL ON SHEET SP-1 DIMENSIONS |
| | 3 FEET FROM THE EDGE OF SIDEWALK TO THE BACK OF THE |
| | WHEEL STOP AND ALSO INCLUDES THE LABEL ?2? TO BACK OF |
| | WHEEL STOP, TYP.?. |
| | |
| | 3. SITE PLAN ON LIGHTING PLAN DIFFERS FROM THE SITE |
| | PLAN ON SHEET SP-1. |
| | |
| | 4. USE LEFT TURN ARROW PAVEMENT MARKING AT NORTH |
| | DRIVEWAY. |
| | |
| | 5. PER SECTION 78-34 OF THE CITY?S MUNICIPAL CODE, |
| | DRIVEWAYS ARE TO BE CONSTRUCTED PER THE CITY?S PLANS |
| | AND SPECIFICATIONS. THE ENGINEERING SERVICES DEPARTMENT |
| | ONLY HAS A DRIVEWAY DETAIL FOR CONCRETE DRIVEWAYS (GC-5 |
| | [2019]). THIS DETAIL LIMITS THE DRIVEWAY WIDTH TO 20 |
| | FEET AT THE PROPERTY LINE. THE DRIVEWAY FLARE SHOULD BE |
| | DESIGNED PER FDOT PLAN 522-003 SINCE THERE IS MORE THAN |
| | 10 FEET BETWEEN THE EDGE OF PAVEMENT AND THE SIDEWALK |
| | (UTILITY STRIP). |
| | |
| | 6. DESIGN THE SOUTH DRIVEWAY APRON TO NOT INCLUDE THE |
| | EXISTING DRAINAGE STRUCTURE. |
| | |
| | 7. THE PRELIMINARY ENGINEERING PLAN CALLS OUT 10 FEET |
| | WIDE EXFILTRATION TRENCH BUT THE EXFILTRATION DETAIL |
| | SHOWS 6? TRENCH WIDTH. |
| | |
| | 8. CONFIRM DRAINAGE INLET TYPE C1 IS LARGE ENOUGH TO |
| | CONSTRUCT PRB?S ON ADJACENT OR OPPOSITE WALLS DEPENDING |
| | ON WHICH SIDES ARE CONNECTED TO EXFILTRATION TRENCHES. |
| | |
| | 9. WATER METER IS SHOWN OUTSIDE OF THE RIGHT OF WAY. |
| | CONFIRM THE 10' UTILITY EASEMENT IS AVAILABLE FOR |
| | PUBLIC UTILITIES. |
| | |
| | 10. REMOVE NOTE ?TIE IN TO EXISTING 8? PVC SEWER? SHOWN |
| | NEAR SOUTH DRIVEWAY. IT DOESN?T APPEAR TO BE APPLICABLE |
| | WITH THE CURRENT SEWER DESIGN. |
| | |
| | 11. SHOW THE AREA BETWEEN BACK OF SIDEWALK AND NEW |
| | FENCE LINE IS TO DRAIN TO THE CONTROL STRUCTURE. |
| | |
| | 12. ARCHITECTURAL ELEVATION VIEWS LIST THE FFE AS |
| | 17.50? NAVD. THE PRELMINARY ENGINEERING PLAN LISTS THE |
| | FFE AS 15.50? NAVD. |
| | |
| | 13. WHEEL STOPS OR CURBING IS NEEDED BETWEEN |
| | PARKING/VEHICULAR ACCESS AREAS AND THE LANDSCAPED |
| | AREAS. |
| | |
| | 14. IN THE LEGEND ON THE PRELIMINARY ENGINEERING PLAN |
| | INCLUDE THE HATCHING PATTERN SHOWN AROUND THE MONUMENT |
| | SIGN AND BIKE RACKS. |
| | |
| | 15. PROVIDE PRB DETAIL. |
| | |
| | 16. LABEL PIPES SIZES AND MATERIAL FOR EXISTING |
| | UTILITIES IN THE RIGHT OF WAY. |
| | |
| | 17. PROVIDE MORE HORIZONTAL DISTANCE BETWEEN THE |
| | PARALLEL EXFILTRATION TRENCHES SO THAT THE FUNCTION OF |
| | ONE DOES NOT AFFECT THE OTHER AND THE CONSTRUCTION OF |
| | THE SECOND TRENCH DRAIN WILL NOT AFFECT THE FIRST |
| | CONSTRUCTED TRENCH DRAIN. |
| | |
| | 18. PROVIDE A DRAWING IDENTIFYING THE SANITARY AND |
| | STORMWATER STRUCTURE NUMBERS AND PIPES AS LISTED ON THE |
| | CCTV LOGS. |
| | |
| | 19. PROVIDE COPIES OF THE CCTV VIDEOS AND PICTURES OF |
| | THE OBSERVATIONS LISTED ON THE CCTV REPORTS. |
| | |
| | 20. REMOVE TYPE ?D? CURB IN THE RIGHT OF WAY NEXT TO |
| | THE NORTH DRIVEWAY APRON. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| | |
| |
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