| Date |
Text |
| 2022-12-15 09:38:34 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 12/8/22 PPRC RESUBMITTAL. PREVIOUSLY SATISFIED COMMENTS |
| | ARE EXCLUDED. |
| | |
| | 3. [SATISFIED] PROVIDE CONTROL STRUCTURES FOR THE |
| | EXFILTRATION TRENCH SYSTEMS WITHIN THE PROJECT SITE. |
| | THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH |
| | EXFILTRATION SYSTEMS. |
| | |
| | 4. [SATISFIED] INDICATE HOW THE SURFACE DRAINAGE ON |
| | FERN STREET WILL BE ACCOMMODATED WITH THE NEW CURBING. |
| | |
| | 6. [SATISFIED - PROVIDE DIMENSIONS BETWEEN BUILDING |
| | FACE/PROPERTY LINE AND BETWEEN BACK OF CURB/PROPERTY |
| | LINE; LABEL R/W LINE; SHOW AND DIMENSION LANDSCAPE |
| | STRIPS.] PROVIDE CROSS SECTIONS FROM FACE OF BUILDING |
| | TO THE CENTERLINE OF EACH STREET. SHOW SURFACE |
| | FEATURES, GRADE BREAKS, GENERAL SURFACE SLOPES, MAXIMUM |
| | CROSS SLOPE PERCENTAGES, FINISHED FLOOR ELEVATION, |
| | RIGHT OF WAY LINE, DIMENSIONS FROM BACK OF CURB TO R/W, |
| | OFFSETS FROM R/W TO BUILDING FACE, ETC. |
| | |
| | 7. [SATISFIED - PROVIDE CROSS SECTION FOR THE S. DIXIE |
| | HWY DRIVEWAY] PROVIDE CROSS SECTION FOR EACH DRIVEWAY |
| | FROM NEAREST INSIDE EDGE OF TRAVEL LANE TO FIVE FEET |
| | BEYOND THE HIGH POINT IN THE INTERIOR OF THE SITE. SHOW |
| | SURFACE FEATURES, SLOPES, BREAK POINTS, ETC. |
| | |
| | 8. [NOT SATISFIED - INCLUDE IN THE NEXT RESPONSE WHAT |
| | LID FACILITIES WERE CONSIDERED AND WHY THEY ARE NOT |
| | BEING INCORPORATED] CONSIDER LOW IMPACT DEVELOPMENT |
| | DRAINAGE FACILITIES. |
| | |
| | 9. [NOT SATISFIED] PROVIDE THE FINISHED FLOOR |
| | ELEVATIONS. |
| | |
| | 10. [NOT SATISFIED] PROVIDE PROPOSED GRADES ON THE |
| | PAVING AND GRADING PLAN. |
| | |
| | 11. [SATISFIED - TRIM HATCHING AT WEST END OF GARDENIA |
| | ST, EXTEND HATCHING TO EXISTING CURB LINE AT EAST END |
| | OF GARDENIA ST AND TRIM HATCHING AT EAST CURB OF S. |
| | DIXIE HWY.] SHOW MILL AND OVERLAY LIMITS FOR TRENCHING |
| | WITHIN THE ROAD RIGHT OF WAY. |
| | |
| | 12. [SATISFIED - SHOW PROPOSED ADA MATS. NOTE PAVEMENT |
| | MODIFICATIONS (INCLUDING MILL AND OVERLAY) ADJACENT TO |
| | CURB RAMPS WILL REQUIRE THE CURB RAMP TO BE BROUGHT UP |
| | TO CURRENT ADA STANDARDS.] SHOW THE LOCATION FOR ADA |
| | TRUNCATED DOME MATS. |
| | |
| | 15. [SATISFIED - SEE NEW COMMENT BELOW] IT APPEARS |
| | THERE IS SANITARY SEWER PROPOSED ON LOT 1. DOES THE |
| | PROPERTY OWNER APPROVE OF THIS AND OTHER IMPROVEMENTS |
| | ON LOT 1. |
| | |
| | NEW COMMENTS (10/4/2022 SUBMITTAL): |
| | |
| | 16. [SATISFIED] DRAINAGE CONTROL STRUCTURES NEED TO BE |
| | LOCATED OUT OF THE RIGHT OF WAY. |
| | |
| | 17. [SATISFIED] THE PROPOSED BULBOUT AND DRIVEWAYS ON |
| | FERN ST. WILL INTERRUPT THE GUTTER FLOW ALONG THE |
| | PARKING SPACES. THE DRAINAGE SYSTEM ALONG THE ROAD WILL |
| | NEED TO BE EXTENDED TO BEFORE THE START OF THE BULBOUT |
| | (IF FERN ST. SLOPES FROM WEST TO EAST). |
| | |
| | 18. [NOT SATISFIED ??? STAFF WILL WAIT FOR REPLAT |
| | PARCEL LAYOUT] LOT 1 BLOCK 20 EXTENDS TO THE ALLEY. THE |
| | UTILITY PLAN SHOWS PARKING AND SANITARY SEWER MANHOLE |
| | AND SANITARY SEWER MAINS NORTH OF THE ALLEY ON THE LOT |
| | 1 BLOCK 20 PARCEL. PROVIDE DOCUMENTATION THAT THE |
| | PARCEL OWNER APPROVES OF THE IMPROVEMENTS PROPOSED ON |
| | THE PARCEL. |
| | |
| | 19. [PARTIALLY SATISFIED ??? ADDITIONAL GRADES MAY BE |
| | NEEDED ALONG FERN ST.] PROVIDE EXISTING GRADES ALONG |
| | THE CENTERLINE, EDGES OF PAVEMENT, TOP OF CURB AND BACK |
| | OF SIDEWALK FOR ALL OF THE STREETS ADJACENT TO THE |
| | DEVELOPMENT, INCLUDING ADJACENT TO THE LOT 1, BLOCK 20 |
| | PARCEL (401 S. DIXIE HWY). |
| | |
| | 20. [NOT SATISFIED] PROVIDE INVERT AND RIM ELEVATIONS |
| | FOR ALL SANITARY SEWER AND STORM WATER STRUCTURES |
| | ADJACENT TO THE DEVELOPMENT AND FOR THE IMMEDIATE |
| | STRUCTURES UPSTREAM AND DOWNSTREAM OF THESE STRUCTURES. |
| | |
| | 21. [NOT SATISFIED] LABEL ALL UTILITIES (SIZE, |
| | MATERIAL, USE) WITHIN THE RIGHT OF WAY AND WITH THE |
| | PROJECT LIMITS. |
| | |
| | 22. [NOT SATISFIED] PROPOSED ALLEY ABANDONMENT IS |
| | 395.07 FEET LONG. THE EAST PROPERTY LINE ACROSS THE |
| | ALLEY SHOULD BE THE NORTH EXTENSION OF THE EAST |
| | PROPERTY LINE THAT IS SOUTH OF THE ALLEY (OR SOUTH |
| | EXTENSION OF THE R/W LINE ESTABLISHED BY FDOT???S DIXIE |
| | HWY MAINTENANCE MAP FOR THE PARCEL NORTH OF THE ALLEY). |
| | THE CIVIL PLANS SHOW THE EAST PROPERTY LINE ACROSS THE |
| | ALLEY AS AN EXTENSION OF THE BOUNDARY SURVEY???S EAST |
| | PROPERTY LINE THAT IS NORTH OF THE ALLEY. |
| | |
| | 23. [SATISFIED ??? WILL BECOME CONDITION OF SITE PLAN |
| | APPROVAL] S. QUADRILLE BLVD IS MAINTAINED BY FDOT. ALL |
| | IMPROVEMENTS WITHIN THE S. QUADRILLE BLVD R/W ARE TO |
| | RECEIVE APPROVAL FROM FDOT. PROVIDE THIS APPROVAL WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 24. [SATISFIED] REMOVE OR LABEL THE CLEAR SITE |
| | TRIANGLES ON THE PGD PLAN. |
| | |
| | 25. [SATISFIED] INSTALL SPECIAL TYPE F CURB AND GUTTER |
| | ON S. DIXIE HWY. CALLOUT ON THE PGD PLAN AND CROSS |
| | SECTION B-B. PROVIDE A DETAIL. |
| | |
| | 26. [SATISFIED PENDING REVIEW OF DRAINAGE CALCULATIONS |
| | DURING ENGINEERING PERMIT SUBMITTAL] THERE APPEARS TO |
| | BE MULTIPLE ONSITE DRAINAGE SYSTEMS. WATER QUALITY |
| | TREATMENT WILL NEED TO BE PROVIDED BASED ON THE |
| | TRIBUTARY DRAINAGE AREA TO EACH SYSTEM. |
| | POST-DEVELOPMENT RUNOFF VOLUME CANNOT EXCEED |
| | PRE-DEVELOPMENT RUNOFF VOLUME. DRAINAGE CALCULATIONS |
| | WILL BE REVIEWED WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 27. [SATISFIED] STAMPED ASPHALT THAT IS DISTURBED BY |
| | THE PROJECT WILL NEED TO BE RE-ESTABLISHED. |
| | |
| | 28. [SATISFIED] SHOW LIMITS OF SIDEWALK REMOVAL ON THE |
| | DEMOLITION PLAN. |
| | |
| | 29. [SATISFIED] THE CURB ALONG THE NORTH SIDE OF |
| | GARDENIA MAY BE PART OF THE SIDEWALK AS THICKENED EDGE |
| | SIDEWALK. REPLACE WITH TYPE D CURB. |
| | |
| | NEW COMMENT (12/8/22 SUBMTTIAL] |
| | 30. PROVIDE WRITTEN RESPONSES TO THE COMMENTS, |
| | SPECIFICALLY INDICATING HOW THE COMMENT WAS ADDRESSED |
| | AND WHERE THE INFORMATION MAY BE FPUND. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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