| Date |
Text |
| 2022-08-01 14:58:09 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 7/19/2022 SUBMITTAL. |
| | 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. [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. [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. [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. [NOT SATISFIED - NO NEW SIDEWALKS PER PREVIOUS |
| | RESPONSE] PROVIDE HATCHING PATTERNS FOR SIDEWALKS TO |
| | REMAIN AND FOR NEW/REPLACEMENT SIDEWALKS. ADDITIONAL |
| | COMMENT: SECTION A ON SHEET C3.2 CALLS OUT NEW SIDEWALK |
| | ALONG 19TH ST AND ALONG GRANT AVE. REVISE SECTION OR |
| | ADD PROPOSED SIDEWALK HATCH PATTERN ON SHEETS C2.1 AND |
| | C2.3 AND HATCH THE PROPOSED 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 (REVISED |
| | FOR 7/19 SUBMITTAL): PARKING LOT ELEVATION AT EAST END |
| | OF HANDICAP ACCESS AISLE IS APPROX.. 27.7 FT NAVD. THE |
| | LANDING AT THE BOTTOM OF 19.0 FT LONG RAMP IS AT |
| | ELEVATION 26.0 FT NAVD. RAMP SLOPE CALCULATES TO 8.9%, |
| | WHICH IS STEEPER THAN THE 1:12 ALLOWED FOR NEW |
| | CONSTRUCTION. THE SOUTH END OF THE 10 FT LONG RAMP IS |
| | 47.5 FEET FROM THE NORTH CORNER OF THE BUILDING B. THE |
| | SOUTH SIDE OF THE DOOR FRAME OF THE APARTMENT ADJACENT |
| | TO THE RETAIL SPACE IS 47.08 FEET FROM THE NORTH CORNER |
| | OF BUILDING B SO THAT THE RAMP WILL BE IN FRONT OF THE |
| | DOOR. |
| | |
| | 11. [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. [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 IF 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. [SATISFIED] EXFILTRATION TRENCH APPEARS TO CROSS |
| | THE EAST PROPERTY LINE AND ALSO BE IN CONFLICT WITH |
| | EXISTING RETAINING WALL. ADDITIONAL COMMENT: NOTE |
| | BOTTOM OF TRENCH WILL BE ABOUT 1 FOOT HORIZONTALLY FROM |
| | FACE OF WALL AND 5.5 FEET BELOW THE BOTTOM OF THE WALL. |
| | |
| | 22. [SATISFIED ? RETAINING WALL IS PROPOSED.] 2.5 FT |
| | GRADE DIFFERENTIAL BETWEEN EAST PROPERTY LINE AND |
| | PARKING LOT. |
| | |
| | 23. [SATISFIED] LABEL GRANT ST. CORRECTLY. |
| | |
| | |
| | NEW COMMENTS: |
| | 24. [SATISFIED] ON SITE PLAN SHEETS AND ENGINEERING |
| | PLAN SHEETS UPDATE REFERENCES TO FDOT INDEX NUMBERS TO |
| | LATEST FDOT STANDARD PLAN NUMBERS. |
| | |
| | 25.[SATISFIED] JUSTIFY 18-INCH DIAMETER PIPE SIZE FOR |
| | OUTFALL PIPE BETWEEN S-104 AND EXISTING CURB INLET. |
| | |
| | 26. [NOT SATISFIED] SHOW ALL EXISTING PIPE CONNECTIONS |
| | (WITH PIPE SIZES) TO THE EXISTING CURB INLET AND THE |
| | STRUCTURES THESE PIPES ARE CONNECTED TO. |
| | |
| | 27. [SATISFIED] PIPE BETWEEN S-102 AND S-103 CROSSES |
| | THE PROPERTY CORNER. |
| | |
| | 28. [SATISFIED] SUGGEST MOVING THE MILL AND RESURFACING |
| | LIMITS ON GRANT AVE TO THE EAST SIDE OF THE STAMPED |
| | ASPHALT CROSS WALK. |
| | |
| | 29. [SATISFIED] 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. - 33 [NOT SATISFIED ? NOTE PREVIOUS SECTIONS WERE |
| | REPLACED WITH NEW SECTIONS ON THE 7/19 SUBMITTAL. THE |
| | COMMENTS BELOW ARE FOR THE NEW SECTIONS. |
| | |
| | 30. SECTION A (SHEET C3.2): |
| | A. SECTION APPEARS TO CORRESPOND TO SECTION B SYMBOL ON |
| | SHEET C2.1. |
| | B. CHANGE LABEL OF GRANT AVE TO GRANT ST. |
| | C. SIDEWALKS ON GRANT ST AND 19TH ST APPEAR TO HAVE |
| | THICKENED EDGE AT BACK OF SIDEWALK. PROVIDE A DETAIL |
| | FOR THE SIDEWALK. |
| | D. DOOR AND WINDOW LAYOUT FOR BUILDINGS A AND B DO NOT |
| | MATCH THE ARCHITECTURAL ELEVATION DRAWINGS. |
| | E. CONFIRM THE GRADES PROVIDED FOR GRANT ST. THE EP IS |
| | SHOWN HIGHER THAN THE CENTERLINE. |
| | |
| | 31. SECTION B (SHEET C3.2): |
| | A. SECTION APPEARS TO CORRESPOND TO SECTION A SYMBOL ON |
| | SHEET C2.1. |
| | B. VERIFY ELEVATION FOR EAST SIDE OF DRIVE AISLE |
| | (29.7). |
| | C. SIDEWALK ALONG TAMARIND AVE APPEARS TO HAVE A |
| | THICKENED EDGE. |
| | D. CENTER OF DRIVE AISLE APPEARS TO BE LOW SPOT |
| | (INVERTED CROWN) BUT THE DRAINAGE STRUCTURES ON SHEET |
| | C2.1 ARE 14+ FEET FROM THE EAST EDGE OF THE PARKING |
| | LOT. |
| | |
| | 32. SECTION C (SHEET C3.2): |
| | A. THIS SECTION DOESN?T APPEAR TO BE FOR THIS |
| | DEVELOPMENT. BUILDING A WIDTH IS CALLED OUT AS 132 FEET |
| | WHEREAS IN SECTION A THE BUILDING A WIDTH IS 88 FEET. |
| | B. PROVIDE A SECTION CORRESPONDING TO THE SECTION C |
| | SYMBOL ON SHEET C2.1. |
| | |
| | 36. [NOT SATISFIED] ARCHITECTURAL NORTH AND SOUTH |
| | ELEVATIONS APPEAR TO BE MISLABELED ON SHEETS |
| | A-2.1/A2.2B AND SHEETS A-2.1A/A-2.2A. |
| | |
| | NEW COMMENTS ON 7/19/22 SUBMITTAL: |
| | |
| | 37. PROVIDE A CROSS SECTION FROM THE CENTER OF THE |
| | PARKING LOT TO THE EAST FACE OF BUILDING, CENTERED ON |
| | THE RAMP FROM THE PARKING LOT TO THE FIRST FLOOR |
| | SIDEWALK. PROVIDE HORIZONTAL DIMENSIONS AND ELEVATIONS |
| | AT EACH GRADE BREAK. |
| | |
| | 38. LABEL BUILDING A AND BUILDING B ON THE CIVIL |
| | DRAWINGS. |
| | |
| | 39. LABEL THE EXISTING UTILITIES (PIPE SIZE AND |
| | MATERIAL) IN THE RIGHTS OF WAYS. |
| | |
| | 40. HOW DOES ONE ACCESS BUILDING A FROM THE PARKING |
| | LOT? THERE DOESN?T APPEAR TO BE A SIDEWALK CONNECTION |
| | BETWEEN THE TWO BUILDINGS ON THE EAST SIDE OF THE |
| | BUILDINGS. |
| | |
| | 41. CALLOUT THE FDOT CURB RAMP STYLE FOR THE MIDBLOCK |
| | CROSS WALK ON BOTH SIDES OF TAMARIND AVE. |
| | |
| | 42. PROVIDE PROPOSED INVERT ELEVATION FOR PIPE |
| | CONNECTION TO EXISTING INLET. PROVIDE THE BOTTOM |
| | ELEVATION INVERT ELEVATION FOR THE EXISTING PIPE(S) |
| | CONNECTED TO THE INLET. |
| | |
| | 43. SOUTH STAIRWELL OF BUILDING B APPEARS TO CONFLICT |
| | WITH THE WEST RETAINING WALL OF THE PARKING LOT. |
| | |
| | 44. PROVIDE A YARD DRAIN AT WEST END OF THE AREA |
| | BETWEEN THE TWO BUILDINGS TO COLLECT RUNOFF BEFORE IT |
| | FLOWS OVER THE SIDEWALK. |
| | |
| | 45. SLOPE OF PARKING LOT BETWEEN S-101 AND BACK OF |
| | SIDEWALK APPEARS TO BE CLOSE TO 9%. |
| | |
| | 46. SHOW CURBING ALONG SOUTH AND EAST SIDES OF PARKING |
| | LOT ON THE CIVIL DRAWINGS. SHEET C2.3 CALLS OUT TYPE D |
| | CURB. |
| | |
| | 46. BIKE LANE STRIPING SHALL FOLLOW THE CITY STANDARD |
| | DETAILS AND THE MUTCD. |
| | |
| | 47. SIGNAGE AND STRIPING NEEDED FOR THE MID-BLOCK CROSS |
| | WALK. |
| | |
| | 48. REVIEW PIPE SIZES AND INVERT ELEVATIONS LISTED ON |
| | THE CONTROL STRUCTURE S-104 DETAILS. |
| | |
| | 49. REVIEW PIPE MATERIAL LISTED ON THE CONTROL |
| | STRUCTURE S-102 DETAILS. |
| | |
| | 50. MOVE CONSTRUCTION ACCESS AREA OUTSIDE OF THE ROAD |
| | RIGHT OF WAY. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| | |
| |
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