| Date |
Text |
| 2022-04-26 13:12:39 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 3/24/2022 RESUBMITTAL: |
| | |
| | Z21120017 GRANT STREET AT TAMARIND AVE (NE CORNER) |
| | 1. [SATISFIED] REMOVE REFERENCES TO VOW (VILLAGE OF |
| | WELLINGTON?) ON COVER. |
| | |
| | 2. [SATISFIED] CONCEPTUAL ENGINEERING PLAN IS CONFUSING |
| | WITH EXISTING FEATURES SHOWN AND NOT SCREENED. |
| | |
| | 3. [PARTIALLY SATISFIED] RELOCATE DRAINAGE SYSTEM FROM |
| | UNDER STAIRS. ADDITIONAL COMMENT ? OUTFALL PIPE IS |
| | UNDER THE SOUTH STAIRS OF BUILDING A. THIS PIPE IS WILL |
| | BE MAINTAINED BY THE PROPERTY OWNER. STAFF IS NOTIFYING |
| | ENGINEER TO SEE IF THE PIPE CAN BE INSTALLED IN ANOTHER |
| | LOCATION TO AVOID IMPACTING THE STAIRS IF THE PIPE |
| | NEEDS TO BE REPLACED/REPAIRED IN THE FUTURE. |
| | |
| | 4. [PARTIALLY SATISFIED] PROVIDE FLOW ARROWS SHOWING |
| | DIRECTION OF SURFACE RUNOFF. ADDITIONAL COMMENT ? |
| | PROVIDE FLOW AREAS FOR THE AREAS AROUND THE BUILDING. |
| | PROPOSED SPOT GRADES ARE ONLY PROVIDED IN THE PARKING |
| | LOT. |
| | |
| | 5. [PARTIALLY SATISFIED ? SEE COMMENTS UNDER NEW |
| | COMMENTS BELOW] PROVIDE CROSS SECTIONS FROM: |
| | A. FACE OF BUILDING TO TAMARIND AVE CENTERLINE |
| | B. FACE OF BUILDING TO GRANT ST CENTERLINE |
| | C. FACE OF BUILDING TO 19TH ST CENTERLINE |
| | D. AT PROPOSED DRIVEWAY |
| | E. FROM EAST PROPERTY LINE TO FACE OF BUILDING ?A? |
| | F. FROM EAST PROPERTY LINE TO FACE OF BUILDING ?B? |
| | |
| | LABEL STREETS, PROPERTY LINES, SURFACE FEATURES AND |
| | GENERAL SURFACE SLOPES. PROVIDE DIMENSIONS FOR |
| | CURBS/CURB AND GUTTER, SIDEWALKS AND DISTANCE FROM |
| | PROPERTY LINE TO FACE OF BUILDING. INCLUDE PROPOSED |
| | PARALLEL PARKING AREAS. |
| | |
| | 6. [SATISFIED] SHOW MILL AND RESURFACING LIMITS WITHIN |
| | THE STREETS. |
| | |
| | 7. [PARTIALLY SATISFIED] IDENTIFY ON THE CONCEPTUAL |
| | ENGINEERING PLAN WHERE THE SPECIAL TYPE ?F? CURB AND |
| | GUTTER WILL BE CONSTRUCTED. REDRAW THE DETAIL IN ACAD |
| | AND PROVIDE ENGLISH UNITS. ADDITIONAL COMMENT ? THE |
| | LOCATION FOR THIS CURB IS NOT CALLED OUT ON THE PGD |
| | PLAN. |
| | |
| | 8. [SATISFIED] LABEL WHERE THE DRAINAGE CONTROL |
| | STRUCTURE WILL BE LOCATED AND PROVIDE A DETAIL OF THE |
| | STRUCTURE. NOTE THE CITY DOES NOT ALLOW THE USE OF |
| | BLEEDERS WITH EXFILTRATION TRENCHES. |
| | |
| | 9. [SATISFIED ? NO NEW SIDEWALKS PER RESPONSE] PROVIDE |
| | HATCHING PATTERNS FOR SIDEWALKS TO REMAIN AND FOR |
| | NEW/REPLACEMENT SIDEWALKS. |
| | |
| | 10. [NOT SATISFIED] EXPLAIN HOW ACCESS FROM THE |
| | BUILDINGS TO THE PARKING LOT WILL BE PROVIDED FOR THE 4 |
| | FT+/- GRADE DIFFERENTIAL. ADDITIONAL COMMENT: PARKING |
| | LOT ELEVATION AT EAST END OF HANDICAP ACCESS AISLE IS |
| | APPROX.. 27.7 FT NAVD. 17.6 FT LONG RAMP AT 1:12 SLOPE |
| | WOULD PUT LANDING ELEVATION AT 26.23 FT NAVD. THE 30 FT |
| | LONG RAMP FROM LANDING TO SIDEWALK AT BUILDING LEVEL |
| | WOULD HAVE BOTTOM OF RAMP ELEVATION OF 23.73 FT NAVD. |
| | THIS IS NEARLY 3 INCHES HIGHER THAN FFE OF 23.5 FT NAVD |
| | FOR BUILDING ?B?. THE SIDEWALK ADJACENT TO THE BUILDING |
| | WILL NEED TO SLOPE AWAY FROM THE BUILDING. |
| | |
| | 11. [PARTIALLY SATISFIED] PER FIGURE XV-2: GENERAL |
| | PARKING DIMENSIONS IN SECTION 94-485 OF THE CITY?S CODE |
| | OF ORDINANCES, THE CURB LENGTH OF PARALLEL PARKING |
| | SPACES IS 22 FEET. THE SITE PLAN SHOWS 25 FEET AND GAPS |
| | IN THE PARKING SPACES ON TAMARIND AVE. ADDITIONAL |
| | COMMENT: SP-1 STILL SHOWS 25? DIMENSION AND DOES NOT |
| | DIMENSION THE NEW PARKING SPACE LAYOUT. |
| | |
| | 12. [SATISFIED] CONSIDER ANGLING THE CURBING AT EACH |
| | END OF PROPOSED PARALLEL PARKING SPACES TO FACILITATE |
| | ACCESS TO AND FROM THE END SPACES. |
| | |
| | 13. [NOT SATISFIED] THE CITY?S OFFICIAL VERTICAL DATUM |
| | IS NGVD1929. THE CITY HAS ALLOWED THE USE OF NAVD1988 |
| | AS LONG AS THE CONVERSION EQUATION TO NGVD1929 AT THE |
| | PROJECT LOCATION IS PROVIDED. PROVIDE THE NAVD1988 TO |
| | NGVD1929 CONVERSION EQUATION ON THE SURVEY. |
| | |
| | 14. [SAITISFIED ? NO NEW CURBING IN THE RIGHT OF WAY] |
| | LABEL ANY NEW GUTTER OR CURB AND GUTTER IN THE RIGHT OF |
| | WAY. |
| | |
| | 15. [SATISFIED] CONSIDER LOW IMPACT DEVELOPMENT |
| | DRAINAGE SYSTEMS IN LIEU OF EXFILTRATION TRENCHES. |
| | |
| | 16. [SATISFIED] SHOW EXISTING GUTTER BETWEEN PLANTER AT |
| | NORTH END OF N. TAMARIND AVE AND THE CURB ALONG THE |
| | SIDEWALK. |
| | |
| | 17. [SATISFIED ? POLE WILL NEED TO BE SUPPORTED DURING |
| | PIPE INSTALLATION] STORM OUTFALL PIPE IS LESS THAN 2 |
| | FEET FROM FPL CONCRETE POLE. |
| | |
| | 18. [SATISFIED] INDICATE IS TRAFFIC CONTROL BOX IS TO |
| | REMAIN OR BE RELOCATED. |
| | |
| | 19. [SATISFIED] UTILITY EASEMENT MAY BE NEEDED FOR THE |
| | EXISTING FIRE HYDRANT. |
| | |
| | 20. [NOT SATISFIED] SHOW UTILITIES ON THE LANDSCAPE |
| | PLANS. |
| | |
| | 21. [NOT SATISFIED] EXFILTRATION TRENCH APPEARS TO |
| | CROSS THE EAST PROPERTY LINE AND ALSO BE IN CONFLICT |
| | WITH EXISTING RETAINING WALL. |
| | |
| | 22. [NOT SATISFIED] 2.5 FT GRADE DIFFERENTIAL BETWEEN |
| | EAST PROPERTY LINE AND PARKING LOT. |
| | |
| | 23. [SATISFIED] LABEL GRANT ST. CORRECTLY. |
| | |
| | |
| | NEW COMMENTS: |
| | 24. ON SITE PLAN SHEETS AND ENGINEERING PLAN SHEETS |
| | UPDATE REFERENCES TO FDOT INDEX NUMBERS TO LATEST FDOT |
| | STANDARD PLAN NUMBERS. |
| | |
| | 25. JUSTIFY 18? DIAMETER PIPE SIZE FOR OUTFALL PIPE |
| | BETWEEN S-104 AND EXISTING CURB INLET. |
| | |
| | 26. SHOW ALL EXISTING PIPE CONNECTIONS (WITH PIPE |
| | SIZES) TO THE EXISTING CURB INLET AND THE STRUCTURES |
| | THESE PIPES ARE CONNECTED TO. |
| | |
| | 27. PIPE BETWEEN S-102 AND S-103 CROSSES THE PROPERTY |
| | CORNER. |
| | |
| | 28. SUGGEST MOVING THE MILL AND RESURFACING LIMITS ON |
| | GRANT AVE TO THE EAST SIDE OF THE STAMPED ASPHALT CROSS |
| | WALK. |
| | |
| | 29. PROPOSED SPOT GRADE OF 28.2 FT NAVD AT EAST SIDE OF |
| | PROPOSED DRIVEWAY TO 19TH STREET IS LOWER THAN THE |
| | EXISTING SPOT GRADE OF 29.13 FT NAVD. SHOW HOW THE ROAD |
| | WILL TRANSITION TO THE PROPOSED GRADE. |
| | |
| | 30. SECTION A (SHEET C3.2): |
| | A. VALLEY GUTTER APPEARS TO BE SHOWN. |
| | B. PROVIDE SWALE BETWEEN BACK OF SIDEWALK AND BUILDING. |
| | C. PROVIDE DISTANCE FROM PROPERTY LINE TO FACE OF |
| | BUILDING. |
| | D. LABEL BUILDING AS BUILDING ?B? DUE TO LISTED FFE. |
| | E. SHOW AND DIMENSION PATIO. |
| | |
| | 31. SECTION B (SHEET C3.2): |
| | A. VALLEY GUTTER APPEARS TO BE SHOWN. |
| | B. SHOW BUILDING AND DISTANCE BETWEEN PROPERTY LINE AND |
| | BUILDING FACE. |
| | C. SHOW GROUND SLOPE TO BUILDING FACE. |
| | |
| | 32. SECTION C (SHEET C3.2): |
| | A. TYPE ?D? CURB SHOWN BUT THIS CURB IS NOT SHOWN ON |
| | THE PGD PLAN. |
| | B. SHOW LOCATION OF PROPOSED FENCE. |
| | C. MOVE LOCATION OF THE SECTION TO THE CENTER OF THE |
| | RAMP NEXT TO THE HANDICAP PARKING SPACE AND EXTEND |
| | SECTION TO THE FACE OF BUILDING ?B?. SHOW ALL GRADE |
| | BREAKS AND DIMENSIONS. |
| | |
| | 33. SECTION D (SHEET C3.2): |
| | A. ELEVATION GRID NUMBERING OFF. |
| | B. VALLEY GUTTER APPEARS TO BE SHOWN. SHOW THIS ON THE |
| | PGD PLAN. |
| | C. CONFIRM EDGE OF PAVEMENT ELEVATION AT THE LOCATION |
| | OF THE CROSS SECTION. |
| | D. CALLOUT NEW SIDEWALK FOR DRIVEWAY APRON. |
| | |
| | 34. PROVIDE CROSS SECTION FROM CENTERLINE OF 19TH |
| | STREET TO FACE OF BUILDING ?B?. SHOW GRADE BREAKS AND |
| | DIMENSIONS FROM PROPERTY LINE. (REPEAT COMMENT) |
| | |
| | 35. PROVIDE CROSS SECTION FROM 3 FEET EAST OF THE EAST |
| | PROPERTY LINE TO THE FACE OF BUILDING ?A?. SHOW GRADE |
| | BREAKS AND DIMENSIONS FROM PROPERTY LINE. (REPEAT |
| | COMMENT) |
| | |
| | 36. ARCHITECTURAL NORTH AND SOUTH ELEVATIONS APPEAR TO |
| | BE MISLABELED ON SHEET A-2. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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