| Date |
Text |
| 2022-08-01 15:20:44 | Z21120020 SITE D 1004 19TH ST. |
| | 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 ? AS BEST AS THEY CAN DO.] 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. [SATISFIED] REMOVE EXISTING DRIVEWAY APRONS AND |
| | INSTALL CURB OR CURB AND GUTTER. ADDITONAL COMMENT ? |
| | SPECIFY CURB TYPE FOR ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 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. [SATISFIED] SHOW MILL AND RESURFACING LIMITS WITHIN |
| | THE STREETS. ADDITIONAL COMMENT - MILL AND RESURFACE |
| | LIMITS TO EXTEND FOR FULL TRAVEL LANE WIDTH. |
| | |
| | 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 ON THE PGD |
| | PLAN WHERE THE CURB WILL BE CONSTRUCTED. |
| | |
| | 10. [NOT SATISFIED ? SHOW LIMITS OF SIDEWALK REMOVAL ON |
| | ENGINEERING PERMIT SUBMITTAL.] 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. [SATISFIED] LABEL ANY NEW CURBS/CURB AND GUTTER |
| | WITHIN THE RIGHT OF WAYS. ADDITIONAL COMMENT - SEE |
| | COMMENT 5 ABOVE. |
| | |
| | 17. [SATISFIED] CONSIDER LOW IMPACT DEVELOPMENT |
| | DRAINAGE SYSTEMS IN LIEU OF EXFILTRATION TRENCHES. |
| | |
| | 18. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | |
| | NEW COMMENTS (3/19/22 SUBMITTAL): |
| | |
| | 19. [NOT SATISFIED ? PROVIDE ON ENGINEERING PERMIT |
| | SUBMITTAL.] REVISE FDOT INDEX NUMBERS TO CURRENT FDOT |
| | STANDARD PLAN NUMBERS ON THE SITE PLAN SHEETS AND |
| | ENGINEERING SHEETS. |
| | |
| | 20. [SATISFIED] SHEET SP-1 CALLS OUT A DETAIL NO. 4 ON |
| | SHEET SP-3. SHEET SP-3 DOES NOT HAVE A DETAIL NO. 4. |
| | |
| | 21. [SATISFIED] LABEL 19TH STREET ON THE ENGINEERING |
| | PLANS. |
| | |
| | 22. [SATISFIED] PRB WALLS MISLABELED FOR STRUCTURES |
| | S-101 AND S-102. |
| | |
| | 23. {SATISFIED] CALLOUT COLORED STAMP ASPHALT FOR THE |
| | CROSSWALK ACROSS 19TH STREET. |
| | |
| | 24. [SATISFIED] 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. [PARTIALLY SATISFIED ? STRIPING NEEDED AROUND THE |
| | MEDIAN ISLAND] PROVIDE STRIPING PLAN FOR MILL AND |
| | RESURFACE AREAS. |
| | B. [SATISFIED] ADD RIGHT TURN ONLY SIGN TO STOP SIGN IN |
| | PARKING LOT. |
| | C. [SATISFIED] 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. [SATISFIED] 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. [SATISFIED] PROVIDE SIGN AND STRIPING FOR TURNAROUND |
| | SPACE IN THE PARKING LOT. |
| | F. [SATISFIED] SHOW EXISTING STOP SIGN FOR 19TH STREET. |
| | |
| | 26. [PARTIALLY SATISFIED ? COMMENTS BELOW ARE FOR THE |
| | REVISED SECTION A ON SHEET C3.2 IN 7/19 SUBMITTAL] |
| | SECTION A (SHEET C3.2) |
| | A. SIDEWALK ALONG TAMARIND AVE APPEARS TO SHOW |
| | THICKENED EDGE AT BACK OF SIDEWALK. |
| | B. ADJUST HATCH PATTERN TO THE SPOT GRADE FOR THE |
| | EXISTING PROPERTY WEST OF THE WEST PROPERTY LINE. |
| | C. SPOT GRADE OF PARKING LOT DRIVE CENTERLINE LOWER |
| | THAN THE GRATE ELEVATIONS OF THE CATCH BASIN INLETS. |
| | D. TOP OF CURB ELEVATION ALONG EAST SIDE OF THE PARKING |
| | LOT IS HIGHER THAN THE SIDEWALK ELEVATION ALONG THE |
| | WEST SIDE OF THE BUILDING. |
| | |
| | |
| | 27. {PARTIALLY SATISFIED ? COMMENTS BELOW ARE FOR THE |
| | REVISED SECTION B ON SHEET C3.2 IN 7/19/SUBMITTAL} |
| | SECTION B (SHEET C3.2) |
| | A. PROVIDE SWALE ALONG THE SOUTH PROPERTY LINE TO KEEP |
| | RUNOFF FROM FLOWING ONTO ADJACENT PROPERTY. |
| | B. SIDEWALK ON 19TH STREET APPEARS TO HAVE CURB ALONG |
| | THE FRONT OF THE SIDEWALK AND THICKENED EDGE ALONG THE |
| | BACK OF SIDEWALK. CALL THESE OUT ON THE SECTION AND |
| | PROVIDE DETAIL FOR THICKENED EDGE SIDEWALK. |
| | C. PROVIDE SWALE ALONG SOUTH PROPERTY LINE TO PREVENT |
| | RUNOFF FROM FLOWING ONTO ADJACENT PROPERTY. |
| | |
| | 31. SHEET C4.1 EROSION CONTROL PLAN (CAN BE ADDRESSED |
| | WITH ENGINEERING PERMIT SUBMITTAL): |
| | A. [SATISFIED] PROVIDE ALTERNATIVE TO HAY BALES FOR |
| | INLET PROTECTION. |
| | B. [SATISFIED] IDENTIFY WHICH INLETS ARE TO BE |
| | PROTECTED (ONSITE AND WITHIN R/W) |
| | C. [NOT SATISFIED] MOVE HATCHING FOR CONSTRUCTION OUT |
| | OF THE R/W. |
| | D. [SATISFIED] DO NOT SHOW SIGNING AND STRIPING |
| | CALLOUTS. |
| | |
| | NEW COMMENTS ON 7-19-2022 SUBMITTAL: |
| | 32. SHEET C2.1 SHOWS FLOW ARROW TOWARD ADJACENT |
| | PROPERTY. SURFACE RUNOFF MAY NOT FLOW ONTO ADJACENT |
| | PROPERTY. |
| | |
| | 33. SHOW CONCRETE FOR DRIVEWAY WITHIN THE RIGHT OF WAY. |
| | |
| | 34. RIM ELEVATION FOR STRUCTURE S-102 SHOULD BE LOWER |
| | THAN THE BACK OF SIDEWALK ELEVATION OF 19TH STREET. RIM |
| | ELEVATION CALLED OUT AS 21.4 FT NAVD BUT PROPOSED SPOT |
| | GRADE IS 19.5 FT NAVD AT STRUCTURE. |
| | |
| | 35. PROVIDE SPOT GRADES FOR BBQ AND TOT LOT AREAS. THE |
| | EXISTING GRADES ALONG THE PROPERTY LINE ARE 3 FEET +/- |
| | LOWER THAN THE PROPOSED TOP OF CURB ELEVATION FOR THE |
| | PARKING LOT. |
| | |
| | 36. CHECK THE SLOPE OF THE SIDEWALK FROM THE HANDICAP |
| | ACCESS AISLE TO THE COVER WALKWAY ALONG THE WEST SIDE |
| | OF THE BUILDING. THE SLOPE APPEARS TO EXCEED 5%. |
| | |
| | 37. LABEL (INCLUDING SURFACE TREATMENT) THE PATH FROM |
| | THE COVERED WALKWAY TO THE TOT LOT. |
| | |
| | 38. CALLOUT THE FDOT CURB RAMP NUMBER FOR THE MIDBLOCK |
| | CROSSWALK. |
| | |
| | 39. BICYCLE STRIPING TO BE PER CWPB STANDARD DETAILS |
| | AND THE MUTCD. SHOW THE APPROPRIATE LOCATIONS OF THESE |
| | MARKINGS ON SHEET C2.3. |
| | |
| | 40. SHOW STRIPING AND SIGNAGE FOR MIDBLOCK CROSSWALK. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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