| Date |
Text |
| 2021-09-09 14:41:15 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 8/11/2021 SUBMITTAL: |
| | |
| | |
| | 1. [SATISFIED] THE CITY'S OFFICIAL VERTICAL DATUM PER |
| | CITY CODE IS NGVD1929. THE CITY IS ALLOWING SURVEYS AND |
| | PLANS TO USE NAVD1988 PROVIDED THE CONVERSION EQUATION |
| | BETWEEN NAVD1988 AND NGVD1929 IS ALSO PROVIDED. PROVIDE |
| | THE CONVERSION EQUATION ON THE SURVEY. |
| | |
| | 2. [PARTIALLY SATISFIED] ADD VERTICAL DATUM AND |
| | CONVERSION EQUATION TO SHEETS C-200 (FOR BENCHMARK |
| | ELEVATION) AND C-204. LABEL THE VERTICAL DATUM ON |
| | SHEETS C-203 AND C-206. [PREVIOUS COMMENT: LABEL THE |
| | VERTICAL DATUM AND CONVERSION EQUATION TO NGVD1929 ON |
| | ALL CIVIL ENGINEERING SHEETS WITH ELEVATION |
| | INFORMATION.] |
| | |
| | 3. [SATISFIED] MINIMUM 15 INCH DIAMETER RCP DRAINAGE |
| | PIPE TO BE CONSTRUCTED WITHIN THE RIGHT OF WAY. |
| | |
| | 4. [SATISFIED - CALCULATIONS TO BE PROVIDED WITH |
| | ENGINEERING PERMIT SUBMITTAL] DRAINAGE SYSTEM TO BE |
| | DESIGNED TO MEET SFWMD ERP CRITERIA. |
| | |
| | 5. [NOT SATISFIED] PROVIDE A PRB DETAIL AND LABEL THE |
| | STRUCTURES WHERE A PRB WILL BE INSTALLED. [PREVIOUS |
| | COMMENT: PRBS SHOULD BE USED IN STRUCTURES CONNECTED TO |
| | EXFILTRATION TRENCHES AND ON THE OUTFALL PIPE. THE CITY |
| | DOES NOT ALLOW THE USE OF BLEEDERS WITH EXFILTRATION |
| | TRENCHES.] |
| | |
| | 6. [SATISFIED] THE SITE PLAN SHOWS THE EXISTING CATCH |
| | BASIN ON DATURA STREET WEST OF THE DRIVEWAY. THE CIVIL |
| | PLANS SHOW THE CATCH BASIN AT THE WEST SIDE OF THE |
| | DRIVEWAY. IF THE SITE PLAN IS CORRECT, THEN SHOW THE |
| | DRIVEWAY FLARE CONNECTING INTO THE EXISTING CURB |
| | TRANSITION. IF THE CATCH BASIN IS WITHIN THE DRIVEWAY |
| | THEN IT SHOULD BE CONVERTED TO A VALLEY GUTTER TOP AND |
| | VALLEY GUTTER CONSTRUCTED ACROSS THE DRIVEWAY. |
| | |
| | 7. [SATISFIED] VALLEY GUTTER MAY NOT BE NEEDED AT THE |
| | ALLEY DRIVEWAY. COORDINATE DESIGN WITH THE CITY'S |
| | PROPOSED UTILITY IMPROVEMENT PROJECT IN THE ALLEY. |
| | |
| | 8. [SATISFIED] MAINTENANCE AGREEMENT TO BE NEEDED FOR |
| | THE IMPROVEMENTS PROPOSED IN THE RIGHT OF WAY OF |
| | QUADRILLE PLAZA DRIVE. |
| | |
| | 9. [SATISFIED] SITE SHOULD BE GRADED TO DRAIN |
| | INTERNALLY TO THE DRAINAGE SYSTEM AND NOT FLOW ACROSS |
| | THE SIDEWALKS. |
| | |
| | 10. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 11. [PARTIALLY SATISFIED] SHOW AND LABEL THE LOCATION |
| | OF THE PROPERTY LINE. PROVIDE DIMENSIONS FROM BACK OF |
| | CURB TO THE PROPERTY LINE. [PREVIOUS COMMENT: PROVIDE |
| | CROSS SECTIONS FOR EACH DRIVEWAY AND FOR THE EAST |
| | PROPERTY LINE FROM CENTER OF RIGHT OF WAY TO 10 FEET |
| | WITHIN THE PROJECT.] |
| | |
| | 12. [SATISFIED] INDICATE IF A PERIMETER BERM WILL BE |
| | REQUIRED TO CONTAIN STORMWATER RUNOFF UP TO THE 25-YEAR |
| | 3-DAY STORM EVENT. |
| | |
| | NEW COMMENTS: |
| | 13. SUGGEST NARROWING THE WIDTH OF THE SOUTH DRIVEWAY |
| | IN ORDER TO KEEP THE EXISTING DRAINAGE STRUCTURE AND |
| | CONVERT THE STRUCTURE TO MANHOLE TOP. THE EXISTING |
| | ELECTRICAL DUCT BANK MAY PREVENT THE INSTALLATION OF |
| | 15? RCP BETWEEN THE NEW CATCH BASIN AND THE NEW MANHOLE |
| | IN THE RIGHT OF WAY. |
| | |
| | 14. LABEL EXISTING PIPE SIZES AND MATERIAL FOR |
| | STORMWATER, SANITARY SEWER AND WATER MAINS. |
| | |
| | 15. THE SITE PLAN (SHEET PSP-1) SHOWS AND EXISTING |
| | STORM PIPE ON DATURA STREET AS CURVING BETWEEN A CATCH |
| | BASIN ON THE NORTH SIDE OF THE ROAD AND A MANHOLE ON |
| | THE SOUTH SIDE OF THE ROAD. FURTHER WEST ON DATURA |
| | STREET, A STORM PIPE IS SHOWN BENDING AROUND THE POWER |
| | POLE ON THE SOUTH SIDE OF THE STREET. HOW WERE THESE |
| | PIPE ALIGNMENTS DETERMINED? |
| | |
| | 16. SHEET C-203 SHOWS THE ELEVATION OF THE FOUR CORNERS |
| | OF THE SIDEWALK CROSSING THE DRIVEWAY TO BE THE SAME. |
| | THERE SHOULD BE A MINIMUM CROSS SLOPE OF 0.5% FOR |
| | DRAINAGE AND MAXIMUM CROSS SLOPE OF 2% FOR ADA. THE |
| | CROSS SLOPE NEEDS TO BE SHOWN ON SECTION A-A ON SHEET |
| | C-205. |
| | |
| | 17. INCREASE THE DEPTH OF THE SWALE EAST OF THE PARKING |
| | SPACES. |
| | |
| | 18. COMMENT REVISED 9/13/2021 TO MATCH WHAT WAS |
| | DISCUSSED WITH J. SCHMIDT ON 9/10/21) MOVE THE PROPOSED |
| | CURBING OUT OF THE ALLEY RIGHT OF WAY. LABEL THE CURBS |
| | ON SHEET C-200. |
| | |
| | 19. CAN THE VALLEY GUTTER (DROP CURB) ACROSS THE SOUTH |
| | DRIVEWAY BE TANGENT TO THE BULBOUT WEST OF THE |
| | DRIVEWAY? DRIVERS TURNING FROM QUADRILLE PLAZA DRIVE |
| | AND FOLLOWING THE EDGE OF PAVEMENT WILL HIT THE BULBOUT |
| | OR HAVE TO QUICKLY SHIFT TO THE LEFT TO AVOID THE |
| | BULBOUT. MORE OF THE CURB AND GUTTER EAST OF THE |
| | DRIVEWAY MAY NEED TO BE REPLACED (IF THE ROAD IS WIDE |
| | ENOUGH) TO BE TANGENT ON THE EAST SIDE ALSO. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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