| Date |
Text |
| 2022-10-13 00:01:50 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. INCORPORATE THE IMPROVEMENTS MADE TO NOTTINGHAM |
| | BLVD. THE R/W MAY NEED TO BE RE-SURVEYED TO SHOW THE |
| | TYPE F CURB AND GUTTER AND NARROWED ASPHALT PAVEMENT. |
| | UTILITY AS-BUILT DRAWINGS MAY BE AVAILABLE TO DETERMINE |
| | IF THE PROPOSED SEWER MAIN CAN CROSS THE NEW WATER |
| | MAIN. |
| | |
| | 2. PROVIDE CROSS SECTIONS FOR EACH OF THE DRIVEWAYS. |
| | EXTEND FROM THE CENTERLINE OF NOTTINGHAM TO 5 FEET PAST |
| | THE HIGH POINT OF THE DRIVEWAY. LABEL THE R/W NAME, R/W |
| | LINE, DISTANCES FROM THE R/W TO BACK OF CURB, TO FRONT |
| | AND BACK OF SIDEWALK, TO CENTERLINE, TO HIGH POINT OF |
| | DRIVEWAY, ETC. SHOW GENERAL SURFACE SLOPES. |
| | |
| | 3, PROVIDE CROSS SECTIONS AT EACH OF THE OTHER THREE |
| | PROPERTY LINES. DEMONSTRATE THAT THE SURFACE RUNOFF |
| | WILL NOT FLOW ONTO THE ADJACENT PROPERTY. |
| | |
| | 4. WHAT IS THE PURPOSE OF THE TRENCH DRAINS? THEY |
| | APPEAR TO BE LOCATED AT THE HIGH POINT OF THE |
| | DRIVEWAYS. |
| | |
| | 5. IF TOWNHOUSE UNITS ARE INDIVIDUALLY OWNED |
| | PROPERTIES, THERE WILL NEED TO BE A HOMEOWNERS |
| | ASSOCIATION FORMED TO BE RESPONSIBLE FOR MAINTAINING |
| | THE STORMWATER MANAGEMENT SYSTEM. DRAINAGE EASEMENTS OF |
| | SUFFICIENT WIDTH WILL BE NEEDED OVER THE DRAINAGE |
| | SYSTEM TO ALLOW THE EXFILTRATION TRENCHES TO BE |
| | REPLACED IN THE FUTURE WHEN THEY NO LONGER ARE |
| | FUNCTIONING AS DESIGNED. |
| | |
| | 6. LABEL ALL UTILITIES (SIZE, MATERIAL). |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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