| Date |
Text |
| 2022-10-13 04:06:28 | TRAFFIC COMMENTS |
| | 1) SETUP A METHODOLOGY MEETING |
| | 2) PROVIDE A FULL DETAILED TRAFFIC ANALYSIS. NOTE: THIS |
| | SHOULD BE A SEPARATE DOCUMENT FROM THE TRAFFIC IMPACT |
| | STATEMENT |
| | 3) PROVIDE LATEST SITE PLAN IN THE ANALYSIS |
| | 4) PROVIDE COUNTY TPS LETTER, ONCE RECEIVED |
| | 5) PROVIDE VALID TRANSPORTATION DEMAND MANAGEMENT (TDM) |
| | MEASURES |
| | SITE COMMENTS |
| | 6) PROVIDE A 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 |
| | 7) IN THE TRANSPORTATION 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 |
| | 8) PROVIDE A SIGNAGE AND PAVEMENT MARKING PLAN. |
| | INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED |
| | DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE |
| | 9) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK VEHICLES |
| | 10) PROVIDE ENGINEERING REFERENCE AND SPECS SHEETS FOR |
| | EACH OF THE PROPOSED TRANSPORTATION FEATURES (E.G. |
| | CURB, RAMP, GATE, SIGNAGE, PAVEMENT MARKING, SIGNAL, |
| | ETC.) |
| | 11) IDENTIFY AND DESIGNATE AN EASILY ACCESSIBLE |
| | MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20 FEET) AND |
| | PROVIDE BASIC ELECTRIFICATION READINESS WITH THE |
| | FOLLOWING SPECS: A CONDUIT (2-INCH SCHEDULE 40 PVC) TO |
| | THE POWER SOURCE WITH AN ELECTRICAL PULL BOX (240V / |
| | 10,000W CIRCUIT) |
| | 12) PROVIDE A PARKING TABLE SHOWCASING THE NUMBER OF |
| | REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA |
| | AND BICYCLE ONES |
| | 13) ARE THERE ANY VEHICULAR GATES PROPOSED WITHIN |
| | 20-FEET FROM THE BACK OF THE SIDEWALK? |
| | 14) IS VALET SERVICE PROPOSED? IF SO, PROVIDE AN |
| | OPERATIONAL ANALYSIS. DETAILS OF THE ANALYSIS SHOULD BE |
| | DISCUSSED DURING THE METHODOLOGY MEETING |
| | 15) EXISTING SIDEWALK ON DATURA IS 10-FEET WIDE, THAT |
| | MEASUREMENT SHOULD BE PRESERVED IF NOT EXCEEDED |
| | 16) PER CITY CODE SEC 94-111(Q)(2): NON-PARKING RAMPS |
| | SHALL NOT EXCEED 16 PERCENT. IF THE RAMP IS GREATER |
| | THAN 14 PERCENT, A BREAK-OVER TRANSITION SHALL BE |
| | REQUIRED. THE PREFERRED STANDARD IS TEN PERCENT FOR |
| | NON-PARKING RAMP SLOPES. PLEASE PROVIDE SLOPE |
| | PERCENTAGES FOR EACH RAMP AND CONFORM TO CODE |
| | PERTAINING THE BREAK-OVER TRANSITION |
| | 17) PER CITY CODE SEC 94-111(C)(1): IN THOSE CASES |
| | WHERE THE SIDE OF ANY STALL IS ADJACENT TO A WALL, |
| | FENCE, BUILDING, OR OTHER PHYSICAL OBSTRUCTION, THE |
| | STALL WIDTHS SHALL BE INCREASED BY A MINIMUM OF ONE |
| | FOOT. WHERE THERE IS AN OBSTRUCTION ON BOTH SIDES OF |
| | THE STALL, THE STALL WIDTHS SHALL BE INCREASED BY A |
| | MINIMUM OF TWO FEET. PROVIDE DIMENSIONS FOR EACH |
| | PARKING STALL ADJACENT TO A WALL OR OBSTRUCTIONS |
| | |
| | VALERIO ORICCHIO |
| | CITY TRANSPORTATION ENGINEER |
| | 561-494-1092 |
| | [email protected] |
| | |
| |
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