| Date |
Text |
| 2020-05-26 10:24:41 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 5/01/2020 SUBMITTAL REVIEW PACKAGE. THEY CAN BE |
| | ADDRESSED PRIOR TO THE ENGINEERING PERMIT APPLICATION |
| | SUBMITTAL. |
| | |
| | 1. SHEET 2 OF 8 EROSION CONTROL |
| | A. SHOW PROTECTION OF INLETS WITHIN THE ELECTRONICS WAY |
| | RIGHT-OF-WAY. |
| | B. SHOW SIDEWALK DEMOLITION FOR THE PROPOSED NORTH AND |
| | SOUTH DRIVEWAYS. |
| | |
| | 2. SHEET 3 OF 8 ENGINEERING PLAN |
| | A. PROVIDE THE PROPOSED ELEVATION TO BE CORED AT THE |
| | EXISTING DRAINAGE STRUCTURE WEST OF THE CONTROL |
| | STRUCTURE. |
| | B. THE MINIMUM PERIMETER ELEVATION IS SHOWN AS 14.30 |
| | FEET NAVD AT THE TWO DRIVEWAYS AND ALONG THE EDGE OF |
| | PAVEMENT OF THE NORTH STORAGE AREA. THIS ELEVATION IS |
| | TO BE SET EQUAL TO OR ABOVE THE MINIMUM ELEVATION FOR |
| | CONTROLLED STORMWATER DISCHARGE FROM THE SITE PER SFWMD |
| | ERP CRITERIA. THE WEIR ELEVATION AT THE CONTROL |
| | STRUCTURE IS SET AT 14.30 FEET NAVD, THE SAME AS THE |
| | PERIMETER ELEVATION. IS A CONTROL STRUCTURE NEEDED? |
| | C. IT APPEARS THE SITE IS DESIGNED TO FLOOD PRIOR TO |
| | ANY OFFSITE DISCHARGE. NONE OF THE ONSITE CATCH BASIN |
| | GRATE ELEVATIONS ARE LOWER THAN THE WEIR ELEVATION. |
| | |
| | 3. SHEET 4 OF 8 CROSS SECTIONS |
| | A. ADD VERTICAL DATUM NOTE AND CONVERSION EQUATION TO |
| | NGVD1929. |
| | B. LABEL THE LANDSCAPE BUFFERS AND DIMENSIONS ON THE |
| | APPROPRIATE SECTIONS. |
| | C. SHOW A BERM AND MINIMUM BERM/PERIMETER ELEVATION ON |
| | THE APPROPRIATE SECTIONS. |
| | D. SHOW AND DIMENSION THE LOCATION OF PROPOSED/EXISTING |
| | FENCES FROM PROPERTY LINE ON THE SECTIONS. [REPEAT |
| | COMMENT] |
| | E. SECTION B-B |
| | 1. THE GRAVITY WALL APPEARS TO BE FACING THE WRONG |
| | DIRECTION. |
| | 2. CONFIRM THE GRAVITY WALL CAN BE LOCATED WITHIN THE |
| | LANDSCAPE BUFFER. |
| | F. SECTION D-D |
| | THE RESPONSE REGARDING THE ENCROACHMENT ONTO THE |
| | PROPERTY NORTH OF 3200 ELECTRONICS WAY STATED BOTH |
| | PROPERTIES ARE OWNED BY THE SAME OWNER. THE PROPERTY |
| | APPRAISER?S WEBSITE INDICATES SEPARATE ENTITIES OWN |
| | EACH PARCEL. THE CITY?S LAW DEPARTMENT HAS BEEN ASKED |
| | IF A MORE FORMAL DOCUMENT (AND PERHAPS RECORDED IN THE |
| | PUBLIC RECORDS) IS NEEDED BEYOND THE LETTER THAT WAS |
| | PROVIDED BY THE NORTH PROPERTY OWNER. |
| | G. SECTION E-E ? |
| | 1. ADD THE CROSS SLOPE FOR THE SIDEWALK. |
| | 2. STEEPEN THE DRIVEWAY SLOPE BEHIND THE SIDEWALK TO |
| | REDUCE THE LENGTH OF DRIVEWAY DRAINING TO THE RIGHT OF |
| | WAY. |
| | H. SECTION G-G ? |
| | 1. ADD THE CROSS SLOPE FOR THE SIDEWALK. |
| | 2. STEEPEN THE DRIVEWAY SLOPE BEHIND THE SIDEWALK TO |
| | REDUCE THE LENGTH OF DRIVEWAY DRAINING TO THE RIGHT OF |
| | WAY. |
| | 3. THE PLAN VIEW ON SHEET 3 SHOWS THE 14.30 SPOT GRADE |
| | MORE THAN 18 FEET FROM THE BACK OF SIDEWALK. |
| | 4. SHEET 5 OF 8 |
| | A. CONTROL STRUCTURE DETAIL ? PROVIDE ELEVATIONS OF |
| | GRATE, INVERTS AND WEIR. |
| | B. ADD VERTICAL DATUM NOTE AND CONVERSION EQUATION TO |
| | NGVD1929. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | |
| |
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