| Date |
Text |
| 2022-07-21 16:52:42 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 7/5/2022 SUBMITTAL: |
| | |
| | 1. [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 VERTICAL DATUM |
| | REFERENCE AND CONVERSION TO NGVD1929 ON EVERY SHEET |
| | WITH ELEVATION INFORMATION. |
| | |
| | 2. [SATISFIED] PROVIDE TRENCH DRAIN ACROSS SOUTH |
| | DRIVEWAY TO INTERCEPT RUNOFF BEFORE CROSSING THE |
| | SIDEWALK. |
| | |
| | 3. [PARTIALLY SATISFIED] PROVIDE A TRENCH DRAIN ALONG |
| | THE WEST PROPERTY LINE TO INTERCEPT RUNOFF. ADDITIONAL |
| | COMMENTS: LANDSCAPE AREA SHOULD BE GRADED TO STORE |
| | RUNOFF (SWALE SECTION). PUBLIC OPEN SPACE AND SIDEWALK |
| | SHOULD BE GRADED TO DRAIN TO DS-04 AND DS-05. DS-04 |
| | SHOULD BE IN A DEPRESSION TO COLLECT THE RUNOFF FROM |
| | THE OPEN SPACE AREA. |
| | |
| | 4. [SATISFIED] FDOT MAINTAINS THE RIGHT OF WAY FOR |
| | OKEECHOBEE BLVD., LAKEVIEW AVE. AND S. DIXIE HWY. |
| | |
| | 5. [NOT SATISFIED] PROVIDE CROSS SECTIONS FROM |
| | CENTERLINE OF RIGHTS OF WAY TO FACE OF BUILDING. SHOW |
| | BREAK POINTS, DISTANCES FROM BACK OF CURB TO PROPERTY |
| | LINE, FROM PROPERTY LINE TO FACE OF BUILDING, WIDTH OF |
| | SIDEWALK, CURB, ETC. LABEL THE RIGHT OF WAY (OKEECHOBEE |
| | BLVD, LAKEVIEW AVE, S. DIXIE HWY). ADDITIONAL COMMENTS: |
| | THE CROSS SECTIONS WILL SHOW HOW THE SIDEWALK AREAS AND |
| | DRIVEWAY APRONS WILL BE GRADED TO MEET A.D.A. CRITERIA. |
| | THE CONTOURING ON THE PAVING AND GRADING PLAN APPEAR TO |
| | RESULT IN SIDEWALK CROSS SLOPES STEEPER THAN 2%. |
| | |
| | 6. [PARTIALLY SATISFIED] PROVIDE EXISTING SPOT GRADES |
| | ALONG EDGES OF PAVEMENT. ADDITIONAL COMMENT: WHERE DID |
| | THE EXISTING SPOT GRADES COME FROM? THEY DO NOT APPEAR |
| | ON THE SURVEY. |
| | |
| | 7. [PARTIALLY SATISFIED] PROVIDE PROPOSED FINISHED |
| | FLOOR ELEVATION. ADDITIONAL COMMENT ? PROVIDE THE FFE'S |
| | ON THE CIVIL PLANS. |
| | |
| | 8. [PARTIALLY SATISFIED] PROVIDE A DETAIL FOR THE |
| | EXFILTRATION TRENCH. LABEL THE WIDTH AND ELEVATIONS OF |
| | THE TOP AND BOTTOM OF THE TRENCH. ADDITIONAL COMMENT: |
| | REQUESTED INFORMATION CAN BE PROVIDED WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 9. [NOT SATISFIED] PROVIDE A DETAIL FOR THE CONTROL |
| | STRUCTURE. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS |
| | WITH EXFILTRATION TRENCH SYSTEMS. ADDITIONAL COMMENT: |
| | CONTROL STRUCTURE DETAIL CAN BE PROVIDED WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 10. [PARTIALLY SATISFIED] MINIMUM DIAMETER OF STORM |
| | PIPE TO BE INSTALLED IN THE RIGHT OF WAY IS 15 INCH |
| | RCP. ADDITIONAL COMMENT: PVC PIPE FROM DS-04 SHOULD BE |
| | RCP. |
| | |
| | NEW COMMENTS: |
| | |
| | 11. CONTOURING OF SIDEWALK APPEARS TO RESULT IN CROSS |
| | SLOPES STEEPER THAN 2%. |
| | |
| | 12. REPLACE ALL DROP CURB OF EXISTING DRIVEWAYS WITH |
| | TYPE F CURB AND GUTTER. |
| | |
| | 13. INCLUDE IN THE LEGEND OF THE PAVING AND GRADING |
| | PLAN THE SPOT GRADE SYMBOLS AND CONTOUR LINE SYMBOL. |
| | USE A DIFFERENT SYMBOL FOR EXISTING SPOT GRADES. |
| | |
| | 14. SHOW AND LABEL THE DRAINAGE CONTROL STRUCTURE. |
| | |
| | 15. INDICATE HOW WATER QUALITY TREATMENT WILL BE |
| | PROVIDED FOR THE RUNOFF FROM THE NORTHWEST CORNER OF |
| | THE SITE (DRAINING TO DS-04 AND DS-05. |
| | |
| | 16. ENSURE THERE IS ADEQUATE VERTICAL CLEARANCE WITHIN |
| | THE BUILDING TO BE ABLE TO SERVICE THE EXFILTRATION |
| | TRENCHES AND DRAINAGE STRUCTURES AND TO BE ABLE TO |
| | REPLACE THE EXFILTRATION TRENCHES WHEN THEY ARE NO |
| | LONGER FUNCTIONING AS INTENDED. |
| | |
| | 17. CONSIDER INCORPORATING LOW IMPACT DEVELOPMENT |
| | DRAINAGE SYSTEMS IN LIEU OR IN ADDITION TO THE |
| | EXFILTRATION TRENCHES. |
| | |
| | 18. REFERENCE FDOT STANDARD PLAN NUMBERS INSTEAD OF |
| | FDOT STANDARD INDEX NUMBERS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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