| Date |
Text |
| 2023-07-10 12:31:46 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 5/26/23 SUBMITTAL. |
| | |
| | 1. STAFF COULD NOT LOCATE THE NAVD1988 TO NGVD1929 |
| | CONVERSION EQUATION ON THE SURVEY. PLEASE IDENTIFY THE |
| | PAGE AND QUADRANT WHERE THE INFORMATION IS LOCATED. |
| | |
| | 2. PAVING, GRADING AND DRAINAGE PLAN (SHEET C-04) |
| | A. ADJUST LEADER ARROWS TO POINT TO THE DRAINAGE |
| | STRUCTURES (#1, #6). |
| | |
| | B. PROVIDE VERTICAL CLEARANCE BETWEEN OUTSIDES OF THE |
| | PROPOSED 15-INCH RCP FROM STRUCTURE #6 AND THE EXISTING |
| | 12-INCH WATER MAIN. |
| | |
| | C. LABEL THE WATER MAIN (SIZE, MATERIAL) AND OTHER |
| | UTILITIES. |
| | |
| | D. CONFIRM THE PROPSED GUTTER ALONG THE CLEARWATER PARK |
| | ROAD WILL HAVE MINIMUM 0.15% (PREFERABLY 0.3%) |
| | LONGITUDINAL SLOPE TO PREVENT STANDING WATER. |
| | |
| | 3. CROSS SECTIONS (SHEET C-05) |
| | A. PROVIDE FLOW ARROW FOR PROPOSED PASSENGER LOADING |
| | ZONE IN SECTION B-B. |
| | |
| | B. PROVIDE THE DIMENSION BETWEEN THE BACK OF VALLEY |
| | GUTTER AND THE BACK OF THE TYPE D CURB IN SECTION B-B. |
| | |
| | 4. PAVING, GRADING AND DRAINAGE DETAILS (SHEET C-07) |
| | A. ACCESSIBLE PARKING SPACE - ADA COMPLIANT DETAIL |
| | I. LEADER LABELS CALLOUT OUT 4" DBL WHITE AND 6" DBL |
| | BLUE STRIPES. DOES DBL STAND FOR DOUBLE? SINGLE WHITE |
| | AND BLUE STRIPES MAY BE APPROPRIATE. |
| | II. THE ENDS OF THE STIPING SHOULD BE CONNECTED WITH |
| | 12" LONG STRIPE AS INDICATED IN THE CITY OF WEST PALM |
| | BEACH PARKING STALL SIZES DETAIL. |
| | |
| | 5. TRAFFIC FEATURES PLAN (SHEET T-1.0) - ANY SIGNAGE |
| | PROPOSED FOR THE PASSENGER LOADING ZONE? |
| | |
| | 6. THE EXISTING STORM PIPE UNDER THE SWALE GOES FROM |
| | THE CATCH BASIN EAST OF STRUCTURE #5 TO THE CATCH BASIN |
| | IN THE DRIVEWAY SOUTH OF 500 DLEARWATER PARK DRIVE. THE |
| | DESIGN PLANS FOR THIS PIPE SHOW THE INVERT OF THE SOUTH |
| | END OF THE PIPE (NORTH INVERT IN THE DRIVEWAY CATCH |
| | BASIN) AS BEING 4.4 FEET BELOW THE GRATE ELEVATION AND |
| | THE INVERT OF THE NORTH END OF THE PIPE (SOUTH INVERT |
| | OF THE SWALE CATCH BASIN) AS BEING 2.73 FEET BELOW THE |
| | GRATE ELEVATION. THIS STORM PIPE MAY BE IN CONFLICT |
| | WITH THE PROPOSED SANITARY MH#2. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| | |
| | |
| |
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