| Date |
Text |
| 2022-08-01 15:12:55 | Z21120019 SITE A 2212 N. TAMARIND AVE |
| | |
| | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 7/19/2022 SUBMITTAL. |
| | 1. [SATISFIED] CONFIRM PROJECT ADDRESS (2122 VS. 2212 |
| | N. TAMARIND AVE) |
| | |
| | 2. [SATISFIED] REMOVE REFERENCES TO VOW (VILLAGE OF |
| | WELLINGTON?) ON COVER. |
| | |
| | 3. [SATISFIED] CONCEPTUAL ENGINEERING PLAN IS CONFUSING |
| | WITH EXISTING FEATURES SHOWN AND NOT SCREENED. |
| | |
| | 4. [SATISFIED] RELOCATE DRAINAGE SYSTEM FROM UNDER |
| | STAIRS. |
| | |
| | 5. [SATISFIED] PROVIDE FLOW ARROWS SHOWING DIRECTION OF |
| | SURFACE RUNOFF. ADDITIONAL COMMENT: PROVIDE FLOW ARROWS |
| | AROUND ALL SIDES OF THE BUILDINGS AND BETWEEN THE |
| | BUILDINGS. |
| | |
| | 6. [PARTIALLY SATISFIED - SEE ADDITIONAL COMMENTS UNDER |
| | NEW COMMENTS BELOW.] PROVIDE AT LEAST TWO CROSS |
| | SECTIONS FROM EACH R/W CENTERLINE TO THE FACE OF |
| | BUILDING(S) AND/OR TO PARKING LOT; AND CROSS SECTIONS |
| | FROM EAST PROPERTY LINE TO FACE OF BUILDINGS. 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. |
| | |
| | 7. [SATISFIED] PROVIDE ADA TRUNCATED MAT ON THE EAST |
| | SIDE OF THE DRIVEWAY. |
| | |
| | 8. [SATISFIED] SHOW MILL AND RESURFACING LIMITS WITHIN |
| | THE STREETS. ADDITIONAL COMMENT: EXTEND MILL AND |
| | RESURFACING LIMITS FOR THE EXISTING SEWER LATERALS THAT |
| | WILL BE REMOVED AND CAPPED AT THE MAIN. |
| | |
| | 9. [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: SHOW IN THE PGD PLAN |
| | WHERE THIS CURB WILL BE CONSTRUCTED. |
| | |
| | 10. [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. |
| | |
| | 11. [NOT SATISFIED] PROVIDE HATCHING PATTERNS FOR |
| | SIDEWALKS TO REMAIN AND FOR NEW/REPLACEMENT SIDEWALKS. |
| | ADDITIONAL COMMENT: SIDEWALK WILL BE REPLACED AT |
| | PROPOSED DRIVEWAY LOCATION AND FOR MIDBLOCK CROSSWALK. |
| | |
| | 12. [NOT SATISFIED] EXPLAIN HOW ACCESS FROM THE |
| | BUILDINGS TO THE PARKING LOT WILL BE PROVIDED FOR THE 3 |
| | FT+/- GRADE DIFFERENTIAL. ADDITIONAL COMMENT: PROVIDE |
| | ADDITIONAL PROPOSED GRADES FOR SIDEWALKS ON THE EAST |
| | SIDES OF THE BUILDING. THE PROPOSED ELEVATION OF THE |
| | WEST END OF THE HANDICAP PARKING ACCESS AISLE IS 30.5 |
| | FEET NAVD. THE FFE ELEVATION OF THE BUILDINGS IS |
| | PROPOSED TO BE 29.5 FT NAVD. NOTE SHEET C3.2 WAS NOT |
| | INCLUDED ON THE 7/19/22 SUBMITTAL. |
| | |
| | 13. [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. |
| | |
| | 14. [SATISFIUED] CONSIDER ANGLING THE CURBING AT EACH |
| | END OF PROPOSED PARALLEL PARKING SPACES TO FACILITATE |
| | ACCESS TO AND FROM THE END SPACES. |
| | |
| | 15. [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. |
| | |
| | 16. [SATISFIED - RESPONSE INDICATED NO NEW GUTTERS.] |
| | LABEL ANY NEW GUTTER ON 21ST ST. |
| | |
| | 17. [SATISFIED] SIDEWALK EASEMENT WILL BE NEEDED FOR |
| | 22ND ST. SIDEWALK. |
| | |
| | 18. [SATISFIED] CONSIDER LOW IMPACT DEVELOPMENT |
| | DRAINAGE SYSTEMS IN LIEU OF EXFILTRATION TRENCHES. |
| | |
| | 19. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | |
| | NEW COMMENTS (3/4/22 SUBMITTAL): |
| | |
| | 20. [NOT SATISFIED] SOME OF THE FFE LEADERS ARE |
| | INCOMPLETE (STOPPING IN MIDAIR) ON THE ARCHITECTURAL |
| | PLANS A-2.2A AND A-2.2B (SOUTH ELEVATIONS). |
| | |
| | 21. [NOT SATISFIED] UPDATE FDOT STANDARD INDEX NUMBERS |
| | ON THE SITE PLAN SHEETS AND ENGINEERING SHEETS TO |
| | CURRENT FDOT STANDARD PLAN NUMBERS. |
| | |
| | 22. [NOT SATISFIED] SLOPE OF HANDICAP PARKING SPACE IS |
| | LIMITED TO 2% MAX IN ALL DIRECTIONS. |
| | |
| | 23. [SATISFIED] JUSTIFY SIZE OF 18-INCH DIAMETER |
| | OUTFALL PIPE. |
| | |
| | 24. [SATISFIED] PROVIDE SOURCE FOR THE SIZE AND |
| | MATERIAL OF THE 16? DIP STORM PIPE AT EXISTING CURB |
| | INLET BEING CORED FOR OUTFALL PIPE. |
| | |
| | 25. [PATIALLY SATISFIED ? SPOT GRADE ON THE TOP OF CURB |
| | AT SOUTH END OF THE PARKING LOT AND AT WEST END OF THE |
| | HANDICAP ACCESS AISLE] CLARIFY LOCATION OF PROPOSED |
| | SPOT GRADES. SOME APPEAR TO BE FOR TOP OF CURB. |
| | |
| | 26. [NOT SATISFIED] SHOW THE RAISED CURBING LANDSCAPE |
| | ISLANDS ON THE WEST SIDE OF TAMARIND AVE. |
| | |
| | 27. SHEET C2.3 GEOMETRIC, SIGNING AND STRIPING PLAN: |
| | A. [NOT SATISFIED] TYPE D CURB CALLED OUT AT NORTH END |
| | AND AT EAST SIDE OF PARKING LOT. THIS CURBING IS NOT |
| | SHOWN ON THE SITE PLAN OR PGD PLAN. ADDITIONAL COMMENT: |
| | SITE PLAN FOR SITE A NOT INCLUDED WITH THE 7-19-2022 |
| | SUBMITTAL (SITE PLAN FOR SITE F WAS PROVIDED). |
| | B. [SATISFIED] SHOULD STOP BAR AT PARKING LOT EXIST BE |
| | MOVED BACK FROM BACK OF SIDEWALK? |
| | C. [SATISFIED] REMOVE OUTLINED STOP BAR, LANE DIVIDER |
| | STRIPE AND DIRECTIONAL ARROWS FROM PARKING LOT IF NOT |
| | APPLICABLE. OTHERWISE PROVIDE CALLOUTS FOR THESE ITEMS. |
| | D. [PARTIALLY SATISFIED ? SEE NEW COMMENTS BELOW] |
| | PROVIDE STRIPING PLAN (INCLUDING BLUE RPM FOR FIRE |
| | HYDRANT) FOR MILLED AND RESURFACING AREAS. |
| | E. [SATISFIED] SHOW EXISTING STOP SIGN FOR 21ST ST. |
| | F. [SATISFIED] REMOVE REFERENCE TO CITY OF RIVIERA |
| | BEACH LAND DEVELOPMENT CODE IN NOTES. |
| | G. [SATISFIED] PROVIDE REFERENCE TO THE CWPB TYPICAL 90 |
| | DEGREE PARKING STALL DETAIL ON SHEET C3.1. |
| | H. [PARTIALLY SATISFIED] PROVIDE SIGN AND STRIPING FOR |
| | TURNAROUND SPACE. ADDITIONAL COMMENT ? IS A NO PARKING |
| | SIGN NEEDED? |
| | |
| | 28. [NOT SATISFIED ? SHEET C3.2 WAS NOT INCLUDED IN THE |
| | 7-19-2022 SUBMITTAL] SECTION A (SHEET C3.2): |
| | A. VALLEY GUTTER SHOWN. |
| | B. PROVIDE DIMENSION FROM PROPERTY LINE TO FACE OF |
| | BUILDING. |
| | C. SHOW PATIOS. PROVIDE TOP OF SLAB ELEVATION AND |
| | DIMENSION. |
| | D. ALTHOUGH SECTION IS NTS, THE FFE ELEVATION IS SHOWN |
| | BETWEEN ELEVATION GRID LINES 30 AND 32 FT NAVD. |
| | E. ADD THE STREET NAME FOR THE PUBLIC R/W. |
| | |
| | 29. [NOT SATISFIED ? SHEET C3.2 WAS NOT INCLUDED IN THE |
| | 7-19-2022 SUBMITTAL] SECTION B (SHEET C3.2) |
| | A. VALLEY GUTTER SHOWN |
| | B. SHOW LOCATION OF BUILDING AND PROPOSED FINISHED |
| | FLOOR ELEVATION. PROVIDE DISTANCE FROM PROPERTY LINE TO |
| | FACE OF BUILDING. |
| | C. ADD THE STREET NAME FOR THE PUBLIC R/W. |
| | |
| | 30. [NOT SATISFIED ? SHEET C3.2 WAS NOT INCLUDED IN THE |
| | 7-19-2022 SUBMITTAL] SECTION C (SHEET C3.2) |
| | A. LABEL PROPERTY LINE. |
| | B. TYPE 'D' CURB SHOWN ON SECTION BUT NOT ON PGD PLAN. |
| | C. EXTEND SECTION TO FACE OF BUILDING. SHOW GRADE |
| | BREAKS AND DISTANCES TO GRADE BREAKS. |
| | D. SHOW PROPSOED FENCE. |
| | |
| | 31. [NOT SATISFIED ? SHEET C3.2 WAS NOT INCLUDED IN THE |
| | 7-19-2022 SUBMITTAL] SECTION D (SHEET C3.2) |
| | A. VALLEY GUTTER SHOWN. |
| | B. MOVE SECTION TO PROPOSED DRIVEWAY LOCATION. CALLOUT |
| | NEW SIDEWALK AND CURBING. |
| | C. ADD THE STREET NAME FOR THE PUBLIC R/W. |
| | |
| | 32. [NOT SATISFIED ? SHEET C3.2 WAS NOT INCLUDED IN THE |
| | 7-19-2022 SUBMITTAL] PROVIDE A SECTION FROM CENTERLINE |
| | OF 21ST STREET TO SOUTH FACE OF BUILDING A. LABEL R/W; |
| | SHOW GRADE BREAKS, DIMENSIONS FROM THE PROPERTY LINE, |
| | ETC. |
| | |
| | 33. [NOT SATISFIED ? SHEET C3.2 WAS NOT INCLUDED IN THE |
| | 7-19-2022 SUBMITTAL] PROVIDE TYPICAL SECTION FROM NORTH |
| | FACE OF BUILDING A TO SOUTH FACE OF BUILDING B. |
| | |
| | 34. [SATISFIED] WHAT IS THE LINE SHOWN ON THE |
| | ENGINEERING PLANS APPROXIMATELY 20 FEET SOUTH OF THE |
| | PROPOSED SANITARY MH#2? IS IT A SEWER LATERAL? |
| | |
| | 35. [PARTIALLY SATISFIED] SHEET C4.1 EROSION CONTROL |
| | PLAN (THESE CAN BE ADDRESSED WITH THE ENGINEERING |
| | PERMIT SUBMITTAL): |
| | A. MOVE CONSTRUCTION ACCESS HATCHING OUTSIDE OF THE |
| | R/W. |
| | B. PROVIDE ALTERNATIVE TO HAY BALES FOR INLET |
| | PROTECTION. |
| | C. CALLOUT WHICH INLETS ARE TO BE PROTECTED. |
| | |
| | 36. [SATISFIED] SITE PLAN SHEET SP-1 CALLS OUT DETAIL 4 |
| | ON SHEET SP-3 BUT THERE IS NOT A DETAIL 4 ON SHEET |
| | SP-3. |
| | |
| | NEW COMMENTS(7/19/22 SUBMITTAL): |
| | |
| | 37. PROVIDE 20 LF OF DOUBLE YELLOW STRIPING ON 21ST ST. |
| | |
| | 38. BIKE LANE STRIPING TO BE PER THE CITY STANDARD |
| | DETAILS AND THE MUTCD. PROPERLY SHOW THE LOCATIONS FOR |
| | THESE MARKINGS. |
| | |
| | 39. SHARE THE ROAD SIGNS APPEAR TO BE LOCATED IN THE |
| | ROAD. |
| | |
| | 40. LABEL BUILDING A AND BUILDING B ON THE CIVIL PLANS. |
| | |
| | 41. VERIFY SPOT GRADE OF 29.4 AT END OF THE ADA ACCESS |
| | AISLE IN THE PARKING LOT. |
| | |
| | 42, SLOPE OF DRIVEWAY FROM BACK OF SIDEWALK TO |
| | STRUCTURE S-102 APPEARS TO BE OVER 16%. CHECK WITH THE |
| | SANITATION DEPARTMENT ON THE ALLOWABLE SLOPES FOR THE |
| | TRASH TRUCKS TO DRIVE ON. |
| | |
| | 43. CALLOUT THE FDOT CURB RAMP NUMBER FOR THE MIDBLOCK |
| | CROSS WALK (BOTH SIDES OF TAMARIND). |
| | |
| | 44. PROVIDE A YARD DRAIN TO COLLECT RUNOFF BETWEEN THE |
| | BUILDINGS BEFORE IT FLOWS OVER THE SIDEWALK. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| | |
| |
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