| Date |
Text |
| 2022-04-26 18:29:23 | THE FOLLOWING COMMENTS ARE FROM THE REVISW OF THE |
| | 3/24/2022 SUBMITTAL. |
| | |
| | 1. [SATISFIED] REMOVE REFERENCES TO VOW (VILLAGE OF |
| | WELLINGTON?) ON COVER. |
| | |
| | 2. [NOT SATISFIED] PROJECT SITE ON PROJECT LOCATION MAP |
| | IS SHOWN ON THE EAST SIDE OF TAMARIND AVE. THE SITE IS |
| | ON THE WEST SIDE OF TAMARIND AVE. |
| | |
| | 3. [SATISFIED] CONCEPTUAL ENGINEERING PLAN IS CONFUSING |
| | WITH EXISTING FEATURES SHOWN AND NOT SCREENED. |
| | |
| | 4. [SATISFIED] LABEL WHERE THE EXISTING POWER POLE WILL |
| | BE RELOCATED WHEN THE DRIVEWAY APRON IS CONSTRUCTED. |
| | |
| | 5. [NOT SATISFIED] REMOVE EXISTING DRIVEWAY APRONS AND |
| | INSTALL CURB OR CURB AND GUTTER. |
| | |
| | 6. [SATISFIED] CIVIL SITE PLAN DOES NOT MATCH THE |
| | ARCHITECTURAL SITE PLAN. |
| | |
| | 7. [PARTIALLY SATISFIED - SEE MORE 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. AT PROPOSED DRIVEWAY |
| | D. FROM WEST PROPERTY LINE TO FACE OF BUILDING |
| | E. FROM SOUTH PROPERTY LINE TO PARKING LOT |
| | F. FROM SOUTH PROPERTY LINE TO FACE OF BUILDING |
| | 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. |
| | |
| | 8. [PARTIALLY SATISFIED] SHOW MILL AND RESURFACING |
| | LIMITS WITHIN THE STREETS. ADDITIONAL COMMENT - MILL |
| | AND RESURFACE LIMITS TO EXTEND FOR FULL TRAVEL LANE |
| | WIDTH. |
| | |
| | 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 ON |
| | THE PGD PLAN WHERE THE CURB WILL BE CONSTRUCTED. |
| | |
| | 10. [NOT SATISFIED] PROVIDE HATCHING PATTERNS FOR |
| | SIDEWALKS TO REMAIN AND FOR NEW/REPLACEMENT SIDEWALKS. |
| | ADDITIONAL COMMENT - SHOW CONCRETE FOR THE PROPOSED |
| | DRIVEWAY APRON WITHIN THE R/W. SIDEWALKS AT EXISTING |
| | DRIVEWAY APRONS TO BE REPLACED IF CROSS SLOPE EXCEEDS |
| | 2%. |
| | |
| | 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. |
| | |
| | 12. [SATISFIED] 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. [NOT SATISFIED] LABEL ANY NEW CURBS/CURB AND GUTTER |
| | WITHIN THE RIGHT OF WAYS. ADDITIONAL COMMENT - SEE |
| | COMMENT 5 ABOVE. |
| | |
| | 17. [NOT SATISFIED] CONSIDER LOW IMPACT DEVELOPMENT |
| | DRAINAGE SYSTEMS IN LIEU OF EXFILTRATION TRENCHES. |
| | |
| | 18. [NOT SATISFIED] SHOW UTILITIES ON THE LANDSCAPE |
| | PLANS. |
| | |
| | |
| | NEW COMMENTS: |
| | 19. REVISE FDOT INDEX NUMBERS TO CURRENT FDOT STANDARD |
| | PLAN NUMBERS ON THE SITE PLAN SHEETS AND ENGINEERING |
| | SHEETS. |
| | |
| | 20. SHEET SP-1 CALLS OUT A DETAIL NO. 4 ON SHEET SP-3. |
| | SHEET SP-3 DOES NOT HAVE A DETAIL NO. 4. |
| | |
| | 21. LABEL 19TH STREET ON THE ENGINEERING PLANS. |
| | |
| | 22. PRB WALLS MISLABELED FOR STRUCTURES S-101 AND |
| | S-102. |
| | |
| | 23. CALLOUT COLORED STAMP ASPHALT FOR THE CROSSWALK |
| | ACROSS 19TH STREET. |
| | |
| | 24. SUGGEST ADDING SPOT GRADES FOR HANDICAP PARKING |
| | SPACE. MAXIMUM SLOPE IN ANY DIRECTION FOR HANDICAP |
| | SPACE IS 2%. |
| | |
| | 25. SHEET C2.3 GEOMETRIC, SIGNING AND STRIPING PLAN: |
| | A. PROVIDE STRIPING PLAN FOR MILL AND RESURFACE AREAS. |
| | B. ADD RIGHT TURN ONLY SIGN TO STOP SIGN IN PARKING |
| | LOT. |
| | C. STOP BAR MEASURES 12 FEET LONG ON THE 20 FT WIDE |
| | DRIVEWAY. STOP BAR SHOULD EXTEND TO CURB. CONFIRM STOP |
| | BAR IS SUFFICIENT DISTANCE FROM SIDEWALK. |
| | D. REMOVE THE OUTLINE SYMBOLS FOR STOP BAR, LANE |
| | DIVIDER, DIRECTIONAL ARROWS IN THE PARKING LOT IF THEY |
| | ARE NOT NEEDED. OTHERWISE, PROVIDE CALLOUTS FOR THESE |
| | ITEMS. |
| | E. PROVIDE SIGN AND STRIPING FOR TURNAROUND SPACE IN |
| | THE PARKING LOT. |
| | F. SHOW EXISTING STOP SIGN FOR 19TH STREET. |
| | |
| | 26. SECTION A (SHEET C3.2) |
| | A. VALLEY GUTTER SHOWN. |
| | B. SHOW/LABEL EXISTING AND PROPOSED PROPERTY LINES. |
| | C. ADD STREET NAME TO THE PUBLIC R/W. |
| | D. PROVIDE DIMENSION FROM PROPERTY LINE TO FACE OF |
| | BUILDING. |
| | E. SHOW AND DIMENSION PATIO. |
| | |
| | 27. SECTION B (SHEET C3.2) |
| | A. THIS SECTION DOES NOT MATCH WHAT IS OCCURRING ALONG |
| | THE SOUTH PROPERTY LINE. |
| | |
| | 28. SECTION C (SHEET C3.2) |
| | A. SHOW PROPOSED FENCE. |
| | B. TYPE 'D' CURB SHOWN ON THE SECTION BUT IT IS NOT |
| | SHOWN ON THE PGD PLAN. |
| | C. EXTEND SECTION ACROSS THE PARKING LOT TO THE WEST |
| | FACE OF THE BUILDING. SHOW GRADE BREAKS AND DIMENSIONS. |
| | |
| | 29. SECTION D (SHEET C3.2) |
| | A. ADD STREET NAME TO THE PUBLIC R/W. |
| | B. CALLOUT NEW CONCRETE DRIVEWAY APRON/SIDEWALK. |
| | C. SHOW PAVEMENT FOR PARKING LOT. |
| | D. EXTEND SECTION TO CENTERLINE OF 19TH STREET. SHOW |
| | CURBED MEDIAN. DIMENSION PAVEMENT. |
| | E. VERIFY LISTED PAVEMENT AND SIDEWALK ELEVATIONS. |
| | |
| | 30. PROVIDE SECTION FROM CENTERLINE OF 19TH STREET TO |
| | NORTH FACE OF BUILDING. SHOW GRADE BREAKS, DIMENSIONS, |
| | ETC. |
| | |
| | 31. SHEET C4.1 EROSION CONTROL PLAN (CAN BE ADDRESSED |
| | WITH ENGINEERING PERMIT SUBMITTAL): |
| | A. PROVIDE ALTERNATIVE TO HAY BALES FOR INLET |
| | PROTECTION. |
| | B. IDENTIFY WHICH INLETS ARE TO BE PROTECTED (ONSITE |
| | AND WITHIN R/W) |
| | C. MOVE HATCHING FOR CONSTRUCTION OUT OF THE R/W. |
| | D. DO NOT SHOW SIGNING AND STRIPING CALLOUTS. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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