| Date |
Text |
| 2023-01-31 16:18:50 | APPROVED WITH THE FOLLOWING CONDITIONS: |
| | 1. PROVIDE A REVISED AUTOTURN ANALYSIS, SHOWCASING A |
| | LEGEND AND MITIGATING THE HIGHLIGHTED ENCROACHMENTS |
| | 2. PROVIDE A REVISED SITE PLAN TO ADDRESS LATEST |
| | TRANSPORTATION COMMENTS PERTAINING SIGNAGE AND PAVEMENT |
| | MARKINGS |
| | REVISED TRANSPORTATION SITE PLAN AND AUTOTURN DRAWINGS, |
| | INCLUSIVE OF DETAILED CITY COMMENTS, WERE PROVIDED TO |
| | JOSEPH VERDONE ON 1/31/2023 VIA EMAIL. |
| | |
| | PAST TRAFFIC COMMENTS |
| | 1) SATISFIED. PROVIDE A FULL DETAILED TRAFFIC STUDY |
| | 2) SATISFIED. PROVIDE COUNTY TPS LETTER |
| | 3) SATISFIED. DEPENDING ON THE OUTCOME OF THE TRAFFIC |
| | ANALYSIS, TRANSPORTATION DEMAND MANAGEMENT (TDM) |
| | MEASURES MAY BE REQUIRED |
| | 4) SATISFIED. THE TRAFFIC ANALYSIS FOR THE LUPA |
| | APPLICATION HAS SIGNIFICANT TRIP GENERATION DIFFERENCES |
| | AND RESULTS WITH RESPECT TO THE LATEST TRAFFIC STUDY. |
| | PLEASE CORRECT, REVISE, AND RE-SUBMIT BOTH DOCUMENTS |
| | FOR SAKE OF CONSISTENCY |
| | 5) SATISFIED. PROVIDE A CLEAN TRANSPORTATION SPECIFIC |
| | SITE PLAN FOR THE GROUND FLOOR. SHOWCASING |
| | TRANSPORTATION RELATED FEATURES (E.G. ROADWAY WIDTHS, |
| | DRIVING AISLES, PARKING STALLS, SIDEWALK, CURB, GUTTER, |
| | DRIVEWAY, GATES, CROSSWALKS, VISIBILITY TRIANGLE, |
| | CORNER & DRIVEWAY SEPARATION DISTANCES, SLOPES, ETC.) |
| | PROPERLY LABELED AND DIMENSIONED. THE SITE PLAN SHOULD |
| | BE NAMED T-1.0. PROVIDE TRAVEL LANE(S) DIMENSION FOR |
| | 14TH AND 15TH STREETS AT THE INTERSECTION WITH DIXIE |
| | HWY |
| | 6) SATISFIED. IN THE T-1.0 SITE PLAN, PLEASE SHOWCASE |
| | BASIC CURB DETAILS (E.G. DRIVEWAY, CURB CUTS, PAVEMENT |
| | MARKINGS, PARKING STALLS, ETC.) ON THE OPPOSITE SIDE OF |
| | THE ROADS SURROUNDING THE PROPOSED DEVELOPMENT. SEVERAL |
| | PAVEMENT MARKINGS ALONG THE NORTHERN SIDE OF 15TH ST |
| | ARE MISSING |
| | 7) SATISFIED. PROVIDE A SIGNAGE AND PAVEMENT MARKING |
| | PLAN. INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED |
| | DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE. THE |
| | SITE PLAN IS PART OF THE TRANSPORTATION REVIEW AND |
| | SHOULD BE NAMED ACCORDINGLY (E.G. T-1.1 OR T-2.0) |
| | 8) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE |
| | TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND OUT OF THE |
| | PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND |
| | WHEEL PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT |
| | COLORS. SITE PLAN(S) CONTAINING THE ANALYSIS ARE PART |
| | OF THE TRANSPORTATION REVIEW AND SHOULD BE NAMED |
| | ACCORDINGLY (E.G. T1.2, T-3.0) |
| | 9) SATISFIED. PROVIDE ENGINEERING REFERENCE AND SPECS |
| | SHEETS FOR EACH OF THE PROPOSED TRANSPORTATION FEATURES |
| | (E.G. CURB, RAMP, GATE, SIGNAGE, PAVEMENT MARKING, |
| | SIGNAL, ETC.) |
| | 10) SATISFIED. IN THE PAVEMENT, MARKING & SIGN PLAN, |
| | PROVIDE A TABLE SHOWCASING THE NUMBER OF EXISTING AND |
| | PROPOSED ON-STREET PARKING STALLS. PROVIDE THE NUMBER |
| | OF METERED STALLS THAT ARE BEING REMOVED OR RELOCATED, |
| | IF ANY |
| | 11) SATISFIED. ARE THERE ANY GATES PROPOSED? IF SO, |
| | CLEARLY SHOWCASE THE REQUIRED 20 FEET SETBACK DISTANCE |
| | FROM THE BACK OF THE SIDEWALK |
| | 12) SATISFIED. FOR SAFETY AND OPERATIONAL PURPOSES, NO |
| | NEW ON-STREET PARKING STALLS ADJACENT TO THE BIKE LANE |
| | AND IN THE PROXIMITY OF AN INTERSECTION SHALL BE |
| | ALLOWED. PLEASE REVISE THE SITE PLANS ACCORDINGLY |
| | 13) SATISFIED. PLEASE PROVIDE A COMPLETE PARKING TABLE, |
| | SHOWCASING THE NUMBER OF REQUIRED AND PROVIDED PARKING |
| | STALLS, INCLUSIVE OF ADA AND BICYCLE ONES. PROVIDE CITY |
| | CODE REFERENCE FOR THE CALCULATION |
| | 14) SATISFIED. THE PROPOSED FULL-ACCESS DRIVEWAY ON |
| | 15TH ST SHOULD BE EXIT-ONLY, WHILE CONVERTING THE |
| | PROPOSED WESTERN EXIT-ONLY DRIVEWAY TO A FULL-ACCESS |
| | ONE. MOREOVER, THE EASTERN DRIVEWAY NEEDS TO BE 125 |
| | FEET AWAY FROM THE INTERSECTION, PER FDOT CORNER |
| | CLEARANCE REQUIREMENT. PLEASE SHOWCASE SUCH DISTANCE IN |
| | THE TRANSPORTATION PLAN. LATEST RESUBMISSION DOES NOT |
| | SHOW THE REQUIRED (AND REQUESTED) 125 FEET CORNER |
| | CLEARANCE DISTANCE |
| | 15) SATISFIED. THE ALLEY MUST BE DESIGNATED ONE-WAY |
| | ONLY. CORRESPONDING SIGNAGE AND PAVEMENT MARKING |
| | INSTALLED AND SHOWN ON THE PLANS. PLEASE COORDINATE |
| | WITH PUBLIC WORKS PERTAINING THE DIRECTIONALITY AND |
| | NOTIFY TRAFFIC ENGINEERING ABOUT THE FINAL DECISION. |
| | PLEASE DESIGNATE THE ALLEY EAST/SOUTHBOUND, AND PROVIDE |
| | ACKNOWLEDGMENT THAT IT WILL BE RE-PAVED, PAVEMENT |
| | MARKED, AND SIGNED ACCORDINGLY THROUGHOUT |
| | 16) SATISFIED. PROPOSED ON-STREET PARKING STALLS ON |
| | 14TH ST MAY NOT MEET CORNER CLEARANCE REQUIREMENT (125 |
| | FEET). PLEASE SHOWCASE SUCH DISTANCE IN THE |
| | TRANSPORTATION PLAN |
| | 17) PARTIALLY SATISFIED. PROVIDE AUTOTURN SHOWCASING AN |
| | SUV SIZED VEHICLE TRAVERSING THE ALLEYWAY, SO TO VERIFY |
| | THE FEASIBILITY OF ITS RE-ALIGNMENT (I.E. TURNING |
| | POINT) |
| | 18) SATISFIED. PLEASE VERIFY DIMENSIONS AND |
| | CONFIGURATION OF THE WESTERN LEG AT THE 15TH AND DIXIE |
| | HWY INTERSECTION. EXISTING PAVEMENT MARKINGS ARE |
| | SHOWING A SLIGHT KINK TO ACCOMMODATE 10-FEET TRAVEL |
| | LANES. PROPOSED SITE PLANS SHOW A STRAIGHTENING OF THE |
| | DOUBLE-YELLOW LINES, WHICH MAY NOT BE FEASIBLE DUE TO |
| | GEOMETRIC AND DRAINAGE CONSTRAINTS |
| | |
| | VALERIO ORICCHIO |
| | CITY TRANSPORTATION ENGINEER |
| | 561-494-1092 |
| | [email protected] |
| | |
| |
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