| Date |
Text |
| 2022-01-13 12:52:48 | 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. REMOVE REFERENCES TO VOW (VILLAGE OF WELLINGTON?) ON |
| | COVER. |
| | 2. CONCEPTUAL ENGINEERING PLAN IS CONFUSING WITH |
| | EXISTING FEATURES SHOWN AND NOT SCREENED. |
| | 3. RELOCATE DRAINAGE SYSTEM FROM UNDER STAIRS. |
| | 4. PROVIDE FLOW ARROWS SHOWING DIRECTION OF SURFACE |
| | RUNOFF. |
| | 5. 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. SHOW MILL AND RESURFACING LIMITS WITHIN THE STREETS. |
| | 7. 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. |
| | 8. 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. PROVIDE HATCHING PATTERNS FOR SIDEWALKS TO REMAIN |
| | AND FOR NEW/REPLACEMENT SIDEWALKS. |
| | 10. EXPLAIN HOW ACCESS FROM THE BUILDINGS TO THE |
| | PARKING LOT WILL BE PROVIDED FOR THE 4?+/- GRADE |
| | DIFFERENTIAL. |
| | 11. 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. |
| | 12. CONSIDER ANGLING THE CURBING AT EACH END OF |
| | PROPOSED PARALLEL PARKING SPACES TO FACILITATE ACCESS |
| | TO AND FROM THE END SPACES. |
| | 13. 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. LABEL ANY NEW GUTTER OR CURB AND GUTTER IN THE |
| | RIGHT OF WAY. |
| | 15. CONSIDER LOW IMPACT DEVELOPMENT DRAINAGE SYSTEMS IN |
| | LIEU OF EXFILTRATION TRENCHES. |
| | 16. SHOW EXISTING GUTTER BETWEEN PLANTER AT NORTH END |
| | OF N. TAMARIND AVE AND THE CURB ALONG THE SIDEWALK. |
| | 17. STORM OUTFALL PIPE IS LESS THAN 2 FEET FROM FPL |
| | CONCRETE POLE. |
| | 18. INDICATE IS TRAFFIC CONTROL BOX IS TO REMAIN OR BE |
| | RELOCATED. |
| | 19. UTILITY EASEMENT MAY BE NEEDED FOR THE EXISTING |
| | FIRE HYDRANT. |
| | 20. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | 21. EXFILTRATION TRENCH APPEARS TO CROSS THE EAST |
| | PROPERTY LINE AND ALSO BE IN CONFLICT WITH EXISTING |
| | RETAINING WALL. |
| | 22. 2.5? GRADE DIFFERENTIAL BETWEEN EAST PROPERTY LINE |
| | AND PARKING LOT. |
| | 23. LABEL GRANT ST. CORRECTLY. |
| | |
| | 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, IF REQUIRED. |
| | |
| | 3. PROVIDE AN EROSION CONTROL PLAN WITH DETAILS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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