| Date |
Text |
| 2022-12-13 09:37:27 | CONDITIONS FOR SITE PLAN APPROVAL: |
| | 1. PROVIDE A REFERENCE ELEVATION TO NGVD1929 ON THE |
| | SURVEY. |
| | 2. CONFIRM RUNOFF FROM THE SIDEWALK ALONG THE WEST SIDE |
| | OF THE BUILDING WILL FLOW TO AN ONSITE DRAINAGE |
| | STRUCTURE. |
| | 3. IN ORDER TO PROPERLY MAINTAIN THE SWALE ALONG THE |
| | SOUTH PROPERTY LINE, THE SIDES SHOULD BE SLOPED 4:1 OR |
| | FLATTER. |
| | 4. IDENTIFY THE MATERIAL TO BE USED TO CONSTRUCT THE |
| | PATH FROM THE BUILDING TO THE TOT LOT. |
| | 5. DRIVEWAY APRON WITHIN THE R/W TO BE COMPOSED OF |
| | CONCRETE. |
| | 6. REMOVE THE CALLOUT OR DEFINE THE LIMITS OF THE |
| | COLORED STAMPED ASPHALT AS CALLED OUT ON SHEET C2.1. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 11/4/2022 SUBMITTAL. PREVIOUSLY SATISFIED COMMENTS ARE |
| | NOT LISTED. |
| | |
| | 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. |
| | |
| | 10. [SATISFIED ??? NOTE 13 ON SHEET C2.1 STATES ALL |
| | SIDEWALKS ADJACENT TO THE PROPERTY ARE TO BE REPLACED.] |
| | 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%. |
| | |
| | 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. |
| | |
| | |
| | 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. |
| | |
| | |
| | 25. SHEET C2.3 GEOMETRIC, SIGNING AND STRIPING PLAN: |
| | A. [SATISFIED - STRIPING NEEDED AROUND THE MEDIAN |
| | ISLAND] PROVIDE STRIPING PLAN FOR MILL AND RESURFACE |
| | AREAS. |
| | |
| | 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. [SATISFIED] SIDEWALK ALONG TAMARIND AVE APPEARS TO |
| | SHOW THICKENED EDGE AT BACK OF SIDEWALK. |
| | B. [SATISFIED] ADJUST HATCH PATTERN TO THE SPOT GRADE |
| | FOR THE EXISTING PROPERTY WEST OF THE WEST PROPERTY |
| | LINE. |
| | C. [SATISFIED] SPOT GRADE OF PARKING LOT DRIVE |
| | CENTERLINE LOWER THAN THE GRATE ELEVATIONS OF THE CATCH |
| | BASIN INLETS. |
| | D. [NOT SATISFIED] 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. [PARTIALLY SATISFIED ??? GRADING PLAN SHOWS NORTH |
| | SWALE BANK DESIGNED TO HAVE 2:1 (STEEP) SLOPE] PROVIDE |
| | SWALE ALONG THE SOUTH PROPERTY LINE TO KEEP RUNOFF FROM |
| | FLOWING ONTO ADJACENT PROPERTY. |
| | B. [SATISFIED] 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. |
| | |
| | 31. SHEET C4.1 EROSION CONTROL PLAN (CAN BE ADDRESSED |
| | WITH ENGINEERING PERMIT SUBMITTAL): |
| | C. [SATISFIED] MOVE HATCHING FOR CONSTRUCTION ACCESS |
| | OUT OF THE R/W. |
| | |
| | NEW COMMENTS ON 7-19-2022 SUBMITTAL: |
| | 32. [SATISFIED] SHEET C2.1 SHOWS FLOW ARROW TOWARD |
| | ADJACENT PROPERTY. SURFACE RUNOFF MAY NOT FLOW ONTO |
| | ADJACENT PROPERTY. |
| | |
| | 33. [NOT SATISFIED] SHOW CONCRETE FOR DRIVEWAY WITHIN |
| | THE RIGHT OF WAY. |
| | |
| | 34. [SATISFIED] 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. [SATISFIED] 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. [SATISFIED] 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. [NOT SATISFIED] LABEL (INCLUDING SURFACE TREATMENT) |
| | THE PATH FROM THE COVERED WALKWAY TO THE TOT LOT. |
| | |
| | 38. [ NOT APPLICABLE ??? MIDBLOCK CROSS WALK REMOVED |
| | FROM THE PLANS] CALLOUT THE FDOT CURB RAMP NUMBER FOR |
| | THE MIDBLOCK CROSSWALK. |
| | |
| | 39. [NOT SATISFIED] BICYCLE STRIPING TO BE PER CWPB |
| | STANDARD DETAILS AND THE MUTCD. SHOW THE APPROPRIATE |
| | LOCATIONS OF THESE MARKINGS ON SHEET C2.3. |
| | |
| | 40. [NOT APPLICABLE ??? CROSS WALK REMOVED FROM THE |
| | PLANS.]SHOW STRIPING AND SIGNAGE FOR MIDBLOCK |
| | CROSSWALK. |
| | NEW COMMENT (11-4-2022) |
| | 41. SHEET C2.1 CALLS OUT COLORED STAMPED ASPHALT FOR |
| | THE ON-STREET PARKING ON TAMARIND AVE. SHOW THE EXTENT |
| | OF THE STAMPED ASPHALT. DEVELOPER MAY BE RESPONSIBLE TO |
| | MAINTAIN THE STAMPED ASPHALT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
Print |
