| Date |
Text |
| 2021-05-08 05:49:37 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE APRIL |
| | 2021 CIVIL PLANS. |
| | |
| | 1. [SATISFIED] THE CITY'S VERTICAL DATUM IS NATIONAL |
| | GEODETIC VERTICAL DATUM OF 1929. THE CITY HAS ALLOWED |
| | THE USE OF NAVD1988 PROVIDED THE CONVERSION TO NGVD1929 |
| | IS PROVIDED. ADD THE CONVERSION EQUATION TO THE SURVEY. |
| | |
| | 2. [NOT SATISFIED] EACH SHEET WITH ELEVATION |
| | INFORMATION SHALL LIST THE VERTICAL DATUM AND THE |
| | CONVERSION EQUATION TO NGVD1929. ADD TO SHEET 5. |
| | |
| | 3. [SATISFIED] REMOVE THE NORTH DRIVEWAY APRON ON |
| | ELECTRONICS WAY. GRADE THE SWALE TO DRAIN FROM THE |
| | SOUTH DRIVEWAY APRON TO THE CATCH BASIN ON THE CORNER. |
| | THE SOUTH DRIVEWAY APRON MAY REQUIRE TO HAVE SWALE |
| | SECTION. |
| | |
| | 4. [SATISFIED] REMOVE THE CURB LINES ON EITHER SIDE OF |
| | THE SIDEWALK ACROSS THE SOUTH DRIVEWAY. |
| | |
| | 5. [SATISFIED] PROVIDE CROSS SECTIONS FROM THE PHASE 2 |
| | LINE TO THE WEST BUILDING FACE AND FROM THE NORTH, |
| | SOUTH AND EAST PROPERTY LINES TO THE BUILDING FACE. |
| | |
| | 6. [SATISFIED] IT'S NOT CLEAR BY THE PROPOSED GRADES |
| | HOW THE SOUTH PARKING SPACES WILL DRAIN TO THE SWALE. |
| | |
| | 7. [SATISFIED] ON THE ENGINEERING PLANS, CHANGE THE |
| | NAME OF THE STREET NORTH OF THE SITE FROM 27TH PLACE TO |
| | 27TH STREET. |
| | |
| | 8. [COMMENT ACKNOWLEDGED. SFHA WAS NOT DELINEATED AND |
| | THE BFE WAS NOT PROVIDED ON SURVEY OR ENGINEERING |
| | PLAN.] THE SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA |
| | AND THE FINISHED FLOOR ELEVATION AND MECHANICAL |
| | EQUIPMENT WILL REQUIRE A MINIMUM OF 2 FEET OF FREEBOARD |
| | ABOVE THE BASE FLOOD ELEVATION. |
| | |
| | 9. [SATISFIED] CONSIDER REDUCING THE DEPTH OF THE |
| | PARKING SPACES BY 2 FEET AND PROVIDE 2 FEET OF GRASS |
| | OVERHANG. |
| | |
| | 10. [SATISFIED] CHANGE DRY RETENTION AREA TO DRY |
| | DETENTION AREA. |
| | |
| | 11. [SATISFIED - COMMENT NO LONGER APPLICABLE] SHOULD |
| | THE PHASE 2 LINE INCLUDE THE DRY DETENTION AREA? |
| | |
| | 12. [SATISFIED] INCLUDE FLOATING TURBIDITY BARRIER |
| | AROUND THE OUTFALL IN THE CANAL. |
| | |
| | 13. [COMMENT ACKNOWLEDGED] THE STORMWATER MANAGEMENT |
| | SYSTEM IS TO BE DESIGNED TO MEET SFWMD ERP CRITERIA FOR |
| | WATER QUALITY TREATMENT AND PEAK FLOW ATTENUATION. |
| | |
| | 14. [COMMENT ACKNOWLEDGED] RECOMMEND DOING A CONDITION |
| | ASSESSMENT ON THE OUTFALL PIPE TO THE CANAL, ESPECIALLY |
| | IF THE PIPE MATERIAL IS CMP. |
| | |
| | NEW COMMENTS: |
| | 15. SHEET 3 PRELMINARY EROSION AND DEMOLITION SHEET |
| | A. SHOW FLOATING TURBIDITY BARRIER AT OUTFALL AND |
| | PROVIDE DETAIL. |
| | B. PROVIDE DETAIL FOR TRENCHING IN THE SILT FENCE. |
| | C. RELOCATE EXISTING FENCE OUT OF THE RIGHT-OF-WAY AT |
| | THE CUL-DE-SAC. |
| | |
| | 16. SHEET 4 PRELIMINARY ENGINEERING PLAN |
| | A. INDICATE IF THE EXISTING FENCE ALONG THE PROPERTY |
| | LINES IS TO REMAIN OR BE REMOVED. |
| | B. INDICATE IF THE 13.10 SPOT GRADE NORTH OF THE SOUTH |
| | DRIVEWAY IS TO BE AT THE EDGE OF THE NEW DRIVEWAY OR |
| | EXISTING DRIVEWAY THAT IS BEING REMOVED. |
| | C. SHOW SIDEWALK REPLACEMENT WHERE WATER AND/OR SEWER |
| | SERVICES CROSS THE SIDEWALK. REPLACEMENT SHALL BE TO |
| | NEAREST JOINT. |
| | D. LABEL THE DRAINAGE CONTROL STRUCTURE, WEIR |
| | ELEVATION, BLEEDER INVERT ELEVATION. |
| | E. SHOW LOCATION OF PERIMETER BERM. |
| | |
| | 17. SHEET 5 CROSS SECTIONS |
| | A. SECTION A-A - LABEL THE ITEM ON THE LEFT SIDE OF THE |
| | SECTION. IF A FENCE, SHOW IT ON THE ENGINEERING PLAN. |
| | B. SECTION C-C - SWALE ADJACENT TO THE BUILDING IS |
| | SHOWN ABOVE THE FFE. |
| | C. SECTION D-D - PARKING STALL ON THE RIGHT IS |
| | DIMENSIONED AS 18' WITH 2' OVERHANG. ENGINEERING PLAN |
| | SHOWS 16' PARKING STALL AND 2' OVERHANG. WHEEL STOP IS |
| | NOT REQUIRED IF CURB IS PROVIDED FOR 16' PARKING |
| | STALLS. |
| | D. SECTION E-E - IT APPEARS THE ASPHALT DRIVEWAY WILL |
| | EXTEND INTO THE RIGHT-OF-WAY. THE CONCRETE SIDEWALK |
| | SHOULD BE AT THE RIGHT OF WAY LINE/PROPERTY LINE. |
| | E. SECTION E-E - CLARIFY IF THE ENTIRE 5' WIDE SIDEWALK |
| | IS TO BE AT 2% SLOPE. |
| | F. SECTION E-E - CHECK TO SEE IF THE DRIVEWAY APRON |
| | SLOPES OF 5% WILL CAUSE CARS TO DRAG THEIR BUMPERS. |
| | G. SHOW AND LABEL PERIMETER BERMS ON THE SECTIONS IF |
| | APPLICABLE. |
| | H. DIMENSION LOCATION OF FENCE FROM THE PROPERTY LINE |
| | ON THE SECTIONS. |
| | |
| | 18. SHEET 6 DETAILS |
| | A. PROVIDE DETAIL OF CONTROL BAFFLE (PRB). |
| | B. CONTROL STRUCTURE DETAIL SHOWS TWO PIPES CONNECTED |
| | TO THE STRUCTURE. THE ENGINEERING PLAN SHOWS ONE PIPE. |
| | C. ON THE CONTROL STRUCTURE DETAIL, PROVIDE THE |
| | ELEVATIONS FOR THE GRATE, WEIR, PIPE INVERT AND |
| | STRUCTURE BOTTOM. |
| | D. DRAINAGE INLET DETAIL - PROVIDE THE TABLE(S) |
| | REFERENCED ON THE DETAIL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| | |
| |
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