| Date |
Text |
| 2022-12-06 18:07:23 | TRAFFIC COMMENTS |
| | 1) SETUP A TRAFFIC ANALYSIS METHODOLOGY MEETING |
| | 2) PROVIDE A FULL DETAILED TRAFFIC STUDY |
| | 3) PROVIDE COUNTY TPS LETTER |
| | 4) PROVIDE A PARKING MANAGEMENT PLAN |
| | 5) PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE REFER |
| | TO CITY CODE 86-246 FOR DETAILS |
| | 6) DEPENDING ON THE OUTCOME OF THE TRAFFIC ANALYSIS, |
| | TRANSPORTATION DEMAND MANAGEMENT (TDM) MEASURES MAY BE |
| | ENCOURAGED |
| | SITE COMMENTS |
| | 7) 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. THE SITE PLAN SHOULD BE NAMED T-1.0 |
| | 8) THE TRANSPORTATION SITE PLAN SHOULD INCLUDE DIXIE |
| | HIGHWAY AND ACACIA RD AS THE WESTERN AND SOUTHERN |
| | BOUNDARIES, RESPECTIVELY |
| | 9) 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 |
| | 10) PROVIDE A SIGNAGE AND PAVEMENT MARKING PLAN. |
| | INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED |
| | DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE. SUCH |
| | PLAN COULD BE INCORPORATED IN THE TRANSPORTATION SITE |
| | ONE |
| | 11) 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 |
| | 12) PROVIDE ENGINEERING REFERENCE AND SPECS SHEETS FOR |
| | EACH OF THE PROPOSED TRANSPORTATION FEATURES (E.G. |
| | CURB, RAMP, GATE, SIGNAGE, PAVEMENT MARKING, SIGNAL, |
| | ETC.) |
| | 13) 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) |
| | 14) PROVIDE A PARKING TABLE SHOWCASING THE NUMBER OF |
| | REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA |
| | AND BICYCLE ONES |
| | 15) 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 |
| | 16) ARE THERE ANY GATES PROPOSED? IF SO, CLEARLY |
| | SHOWCASE THE REQUIRED 20 FEET SETBACK DISTANCE FROM THE |
| | BACK OF THE SIDEWALK |
| | 17) IS VALET SERVICE PROPOSED? IF SO, PROVIDE A |
| | THOROUGH VALET OPERATIONAL ANALYSIS. DETAILS OF THE |
| | ANALYSIS SHOULD BE DISCUSSED DURING THE METHODOLOGY |
| | MEETING |
| | 18) ARE THERE ANY TRANSIT STOPS BEING IMPACTED? |
| | 19) IS THE PROPOSED DEVELOPMENT IMPACTING AN EXISTING |
| | BICYCLE FACILITY? |
| | 20) IS A GARAGE BEING PROPOSED? |
| | 21) HAS THE OWNER OF THE PARKING LOT EAST OF S OLIVE |
| | AGREED WITH THE CLOSURE OF THE EXISTING DRIVEWAY |
| | FRONTING GRUBER PL? |
| | 22) HOW ARE EXISTING OPERATIONS ON KINGS CT BEING |
| | IMPACTED? IS ACCESS BEING PARTIALLY OR COMPLETELY |
| | REMOVED? |
| | 23) PEDESTRIAN FACILITIES SHOULD BE AT THE MINIMUM |
| | 8-FEET WIDE THROUGHOUT THE PROPOSED DEVELOPMENT. GIVEN |
| | THE HIGH PEDESTRIAN TRAFFIC OF THE AREA, IT IS |
| | RECOMMENDED A MINIMUM OF 10-FEET UNOBSTRUCTED WIDTH, |
| | ESPECIALLY ALONG S OLIVE AVE |
| | 24) IF APPROVED, THE PROPOSED SOUTHERN DRIVEWAY SHOULD |
| | BE ALIGNED WITH CHADBOURNE CT |
| | 25) IF APPROVED, PROVIDE PEDESTRIAN CROSSWALKS NORTH |
| | AND SOUTH OF THE PROPOSED SOUTHERN DRIVEWAY |
| | 26) INSTALL PEDESTRIAN CROSSWALKS ON S OLIVE AVE AT THE |
| | ACACIA RD INTERSECTION |
| | 27) INSTALL A PEDESTRIAN CROSSWALK EITHER NORTH OR |
| | SOUTH OF THE PROPOSED NORTHERN DRIVEWAY |
| | |
| | VALERIO ORICCHIO |
| | CITY TRANSPORTATION ENGINEER |
| | 561-494-1092 |
| | [email protected] |
| | |
| |
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