| Date |
Text |
| 2023-06-01 19:19:40 | 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. THE CITY'S OFFICIAL VERTICAL DATUM PER CITY CODE IS |
| | NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF |
| | THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929 |
| | IS PROVIDED. PROVIDE THE CONVERSION EQUATION ON THE |
| | SURVEY. PROVIDE VERTICAL DATUM REFERENCE AND CONVERSION |
| | EQUATION ON SHEET C3.1 AND ANY OTHER SHEET WITH |
| | ELEVATION INFORMATION. |
| | |
| | 2. ADD TO THE SURVEY THE CATCH BASIN LOCATED IN THE |
| | ALLEY NEAR THE SOUTHWEST CORNER OF THE PROPERTY AND ANY |
| | OTHER UTILITIES IN THE RIGHTS OF WAY SURROUNDING THE |
| | PROPERTY. AT A MINIMUM PROVIDE THE RIM/GRATE/VALVE |
| | COVER ELEVATION. INVERT ELEVATIONS WILL BE NEEDED IF |
| | CONNECTIONS ARE MADE TO THE UTILITIES. |
| | |
| | 3. LEGAL DESCRIPTION MISSING FROM SHEET C1.0. |
| | |
| | 4. SHEET C2.0 APPEARS TO BE MISLABELED AS EXISTING |
| | CONDITIONS PLAN. DRAWING INDEX ON SHEET C1.0 LABELS |
| | SHEET C2.0 AS PAVING, GRADING & DRAINAGE PLAN. |
| | |
| | 5. LOCATIONS OF EXISTING UTILITY STRUCTURES DO NOT |
| | MATCH BETWEEN THE CIVIL PLANS AND THE SURVEY. |
| | |
| | 6. EXISTING STORM PIPE CONNECTED TO INLET IN THE ALLEY |
| | IS LABELED AS EXISTING 8-INCH PVC SAN. CONFIRM ALL |
| | EXISTING UTILITIES ARE LABELED AND LABELED CORRECTLY. |
| | |
| | 7. SHOW AND LABEL ALL EXISTING UTILITY STRUCTURES |
| | WITHIN THE RIGHTS OF WAY SURROUNDING THE SUBJECT PARCEL |
| | ON THE SURVEY AND CIVIL PLANS. |
| | |
| | 8. PROVIDE SECTIONS AT BOTH DRIVEWAYS, A SECTION |
| | THROUGH THE PROPOSED PARALLEL PARKING SPACES ON 20TH ST |
| | AND A SECTION FROM THE 5 FEET WEST OF THE WEST PROPERTY |
| | LINE TO THE EDGE OF PAVEMENT OF N. DIXIE HIGHWAY. LABEL |
| | THE PROPERTY LINE/RIGHT OF WAY LINE, SURFACE FEATURES, |
| | RIGHT OF WAY NAMES. DIMENSION FROM RIGHT OF WAY LINE OR |
| | PROPERTY LINE TO THE EDGE OF PAVEMENT, TO THE BACK OF |
| | SIDEWALK, TO BACK OF CURB, TO HIGH AND LOW POINTS, ETC. |
| | |
| | 9. LABEL ALL OF THE RIGHTS OF WAY ON THE CIVIL PLANS. |
| | |
| | 10. INDICATE IF THE SIDEWALK IN THE ALLEY WILL BE FLUSH |
| | WITH THE ALLEY. |
| | |
| | 11. WILL THE SIDEWALK IN THE ALLEY ON THE EAST SIDE OF |
| | THE DRIVEWAY CONNECT WITH THE EXISTING SIDEWALK WEST OF |
| | THE DRIVEWAY? IF SO, THE SIDEWALK WILL NEED TO BE |
| | PLACED BEHIND THE EXISTING DRAINAGE INLET OR THE INLET |
| | BE RELOCATED SOUTH OF THE PROPOSED SIDEWALK. |
| | |
| | 12. DRIVEWAY APRONS IN THE RIGHT OF WAY TO BE CONCRETE |
| | PER THE CITY STANDARD DETAIL. |
| | |
| | 13. THE DIMENSIONS OF THE PARKING SPACES SHALL MEET THE |
| | MINIMUM DIMENSIONS PROVIDED IN CITY CODE SECTION |
| | 94-485. |
| | |
| | 14. INCLUDE THE HERRING BONE HATCH PATTERN IN THE |
| | LEGEND ON SHEET C2.0. |
| | |
| | 15. INDICATE WHERE THE NYLOPLAST STRUCTURES WILL BE |
| | CONSTRUCTED. |
| | |
| | 16. PROVIDE A DETAIL OF THE DRAINAGE CONTROL STRUCTURE |
| | AND LIST THE CONTROL (WEIR) ELEVATION ON THE PGD PLAN. |
| | THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH |
| | EXFILTRATION TRENCH SYSTEMS. |
| | |
| | 17. THE 15-INCH RCP OUTFALL PIPE FROM STRUCTURE CS-1 |
| | APPEARS TO BE AT AN ADVERSE SLOPE. |
| | |
| | 18. CONFIRM THE PROPOSED NORTH DRIVEWAY LINES UP WITH |
| | THE EXISTING DRIVEWAY. THE 11.86 SPOT GRADE ON SHEET |
| | C2.0 APPEARS TO OVERLAP THE 11.82 SPOT GRADE ON THE |
| | SURVEY. |
| | |
| | 19. PROPERLY LABEL THE EXISTING CURBS ON SHEET C2.0. |
| | |
| | 20. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. |
| | |
| | 21. ON THE EROSION CONTROL PLAN, CALL OUT WHERE BMPS |
| | ARE TO BE INSTALLED. PROVIDE AN ALTERNATIVE TO HAY |
| | BALES AROUND DRAINAGE STRUCTURES. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. PROVIDE A COPY OF THE SFWMD ERP BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 2. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 3. STORMWATER MANAGEMENT CALCULATIONS WILL BE REVIEWED |
| | WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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