| Date |
Text |
| 2022-04-26 16:19:36 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 3/24/2022 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. [PARTIALLY 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. [PARTIALLY 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. [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: 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. |
| | |
| | 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. [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. |
| | |
| | 16. [SATISFIED - RESPONSE INDICATED NO NEW GUTTERS.] |
| | LABEL ANY NEW GUTTER ON 21ST ST. |
| | |
| | 17. [NOT SATISFIED] SIDEWALK EASEMENT WILL BE NEEDED |
| | FOR 22ND ST. SIDEWALK. |
| | |
| | 18. [SATISFIED] CONSIDER LOW IMPACT DEVELOPMENT |
| | DRAINAGE SYSTEMS IN LIEU OF EXFILTRATION TRENCHES. |
| | |
| | 19. [NOT SATISFIED] SHOW UTILITIES ON THE LANDSCAPE |
| | PLANS. |
| | |
| | |
| | NEW COMMENTS: |
| | |
| | 20. SOME OF THE FFE LEADERS ARE INCOMPLETE (STOPPING IN |
| | MIDAIR) ON THE ARCHITECTURAL PLANS A-2.1 AND A-2.2. |
| | |
| | 21. UPDATE FDOT STANDARD INDEX NUMBERS ON THE SITE PLAN |
| | SHEETS AND ENGINEERING SHEETS TO CURRENT FDOT STANDARD |
| | PLAN NUMBERS. |
| | |
| | 22. SLOPE OF HANDICAP PARKING SPACE IS LIMITED TO 2% |
| | MAX IN ALL DIRECTIONS. |
| | |
| | 23. JUSTIFY SIZE OF 18? DIAMETER OUTFALL PIPE. |
| | |
| | 24. PROVIDE SOURCE FOR THE SIZE AND MATERIAL OF THE 16? |
| | DIP STORM PIPE AT EXISTING CURB INLET BEING CORED FOR |
| | OUTFALL PIPE. |
| | |
| | 25. CLARIFY LOCATION OF PROPOSED SPOT GRADES. SOME |
| | APPEAR TO BE FOR TOP OF CURB. |
| | |
| | 26. SHOW THE RAISED CURBING LANDSCAPE ISLANDS ON THE |
| | WEST SIDE OF TAMARIND AVE. |
| | |
| | 27. SHEET C2.3 GEOMETRIC, SIGNING AND STRIPING PLAN: |
| | A. 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. |
| | B. SHOULD STOP BAR AT PARKING LOT EXIST BE MOVED BACK |
| | FROM BACK OF SIDEWALK? |
| | C. REMOVE OUTLINED STOP BAR, LANE DIVIDER STRIPE AND |
| | DIRECTIONAL ARROWS FROM PARKING LOT IF NOT APPLICABLE. |
| | OTHERWISE PROVIDE CALLOUTS FOR THESE ITEMS. |
| | D. PROVIDE STRIPING PLAN (INCLUDING BLUE RPM FOR FIRE |
| | HYDRANT) FOR MILLED AND RESURFACING AREAS. |
| | E. SHOW EXISTING STOP SIGN FOR 21ST ST. |
| | F. REMOVE REFERENCE TO CITY OF RIVIERA BEACH LAND |
| | DEVELOPMENT CODE IN NOTES. |
| | G. PROVIDE REFERENCE TO THE CWPB TYPICAL 90 DEGREE |
| | PARKING STALL DETAIL ON SHEET C3.1. |
| | H. PROVIDE SIGN AND STRIPING FOR TURNAROUND SPACE |
| | |
| | 28. 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. 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. 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. 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. 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. PROVIDE TYPICAL SECTION FROM NORTH FACE OF BUILDING |
| | A TO SOUTH FACE OF BUILDING B. |
| | |
| | 34. 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. 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. SITE PLAN SHEET SP-1 CALLS OUT DETAIL 4 ON SHEET |
| | SP-3 BUT THERE IS NOT A DETAIL 4 ON SHEET SP-3. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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