| Date |
Text |
| 2022-09-29 16:00:36 | CONDITIONS FOR SITE PLAN APPROVAL ARE LISTED AT THE |
| | END. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 9/23/2022 SUBMITTAL: |
| | |
| | 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. |
| | |
| | 5. [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. [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. [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 (7-5-2022 SUBMTITAL): |
| | |
| | 11. [SATISFIED] CONTOURING OF SIDEWALK APPEARS TO |
| | RESULT IN CROSS SLOPES STEEPER THAN 2%. |
| | |
| | 12. [PARTIALLY SATISFIED] REPLACE ALL DROP CURB OF |
| | EXISTING DRIVEWAYS WITH TYPE F CURB AND GUTTER. |
| | ADDITIONAL COMMENT: REPLACE THREE SECTIONS OF DROP CURB |
| | ON S. DIXIE HWY AND ONE SECTION OF DROP CURB ON |
| | OKEECHOBEE BLVD WITH TYPE F C&G. LABEL ALL NEW C & G ON |
| | THE PAVING AND GRADING PLAN. |
| | |
| | 13. [PARTIALLY SATISFIED] 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. ADDITIONAL COMMENT: SAME SYMBOLS |
| | WERE USED FOR PROPOSED AND EXISTING SPOT GRADES. |
| | |
| | 14. [SATISFIED] SHOW AND LABEL THE DRAINAGE CONTROL |
| | STRUCTURE. |
| | |
| | 15. [PARTIALLY SATISFIED] 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). ADDITIONAL COMMENT ??? SEE NEW COMMENT #22 |
| | BELOW. |
| | |
| | 16. [SATISFIED] 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. [SATISFIED] CONSIDER INCORPORATING LOW IMPACT |
| | DEVELOPMENT DRAINAGE SYSTEMS IN LIEU OR IN ADDITION TO |
| | THE EXFILTRATION TRENCHES. |
| | |
| | 18. [SATISFIED] REFERENCE FDOT STANDARD PLAN NUMBERS |
| | INSTEAD OF FDOT STANDARD INDEX NUMBERS. |
| | |
| | NEW COMMENTS (SINCE 7-5-22 SUBMITTAL) |
| | 19. SECTION A-A |
| | A. SHOW SWALE SECTION IN THE LANDSCAPE BED. |
| | |
| | 20. SECTION B-B |
| | A. SHOW SWALE SECTIONS IN THE LANDSCAPE BEDS. |
| | |
| | 21. SECTION C-C |
| | A. LABEL R/W AS S. DIXIE HWY. |
| | B. SHOW SHALLOW SWALE BETWEEN PROPERTY LINE AND |
| | BUILDING THAT WILL DIRECT SURFACE RUNOFF TO STRUCTURES |
| | DS-5 AND DS-6. |
| | C. SHOW SWALE SECTION IN THE LANDSCAPE BED TO COLLECT |
| | AND STORE STORMWATER RUNOFF. |
| | |
| | 22. EXFILTRATION TRENCH IS NOT LABELED BETWEEN |
| | STRUCTURES DS-5 AND DS-6. EXPLAIN HOW THIS TRENCH WILL |
| | BE SURCHARGED. |
| | |
| | 23. CONFIRM PIPE AND EXFILTRATION TRENCH LENGTHS |
| | BETWEEN STRUCTURES DS-01 AND DS-02 AND BETWEEN DS-02 |
| | AND DS-03. |
| | |
| | 24. SHOW WHERE ROOF DRAINS WILL CONNECT TO THE DRAINAGE |
| | SYSTEM. |
| | |
| | 25. THE TWO PAVER AREAS ALONG THE EAST PROPERTY LINE - |
| | WHERE/HOW DO THEY DRAIN? THEY CANNOT FLOW TO THE EAST |
| | PROPERTY LINE TOWARD THE ADJACENT PROPERTY. |
| | |
| | THESE CONDITIONS FOR SITE PLAN APPROVAL WERE ADDED |
| | 10/4/22 WHEN THE PASSED STATUS WAS MADE: |
| | |
| | - SHOW THE LANDSCAPE AREA ALONG THE WEST PROPERTY AS |
| | HAVING A DEPRESSED AREA FOR STORING STORMWATER RUNOFF |
| | TO REDUCE THE AMOUNT OF RUNOFF FLOWING TO THE STREET. |
| | [COMMENT #3] |
| | |
| | - FINISHED FLOOR ELEVATIONS SHALL BE LISTED ON THE |
| | CIVIL DRAWINGS. [COMMENT #7] |
| | |
| | - INCLUDE A DETAIL OF THE EXFILTRATION TRENCH. LABEL |
| | THE WIDTH, AND ELEVATIONS OF THE TOP AND BOTTOM OF THE |
| | TRENCH. [COMMENT #8] |
| | |
| | - PROVIDE A DETAIL OF THE CONTROL STRUCTURE. [COMMENT |
| | #9] |
| | |
| | - ADDITIONAL EXISTING DROP CURBS AND TRANSITIONS SHALL |
| | BE REPLACED WITH FDOT TYPE F CURB AND GUTTER FOR 3 |
| | SECTIONS ON S. DIXIE HIGHWAY AND ONE SECTION ON |
| | OKEECHOBEE BLVD. LABEL ALL NEW CURBING ON THE PAVING, |
| | GRADING AND DRAINAGE PLANS.[COMMENT #12] |
| | |
| | - USE DIFFERENT SYMBOLS FOR EXISTING AND PROPOSED SPOT |
| | ELEVATIONS AND INCLUDE THE SYMBOLS IN THE SHEET LEGEND. |
| | [COMMENT #13] |
| | |
| | - ON THE TYPICAL CROSS SECTIONS, SHOW SWALE SECTIONS |
| | FOR STORING STORMWATER RUNOFF IN THE LANDSCAPE BED |
| | AREAS. [COMMENTS #19 AND #20] |
| | |
| | - LABEL S. DIXIE R/W ON SECTION C-C. SHOW SHALLOW SWALE |
| | BETWEEN THE PROPERTY LINE AND BUILDING THAT WILL DIRECT |
| | FLOW TO STRUCTURES DS-5 AND DS-6. [COMMENT #21] |
| | |
| | - LABEL ALL OF THE EXFILTRATION TRENCHES AND THEIR |
| | LENGTHS AND ENSURE THE DESIGN INDICATES HOW THE |
| | TRENCHES WILL BE SURCHARGED TO FUNCTION. [COMMENTS #22 |
| | AND #23] |
| | |
| | - SHOW WHERE THE ROOF DRAINS WILL BE CONNECTED TO THE |
| | ONSITE DRAINAGE SYSTEM. [COMMENT #24] |
| | |
| | - THE TWO PAVER AREAS ALONG THE EAST PROPERTY LINE |
| | CANNOT DRAIN ONTO THE ADJACENT PROPERTY. [COMMENT #25] |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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