| Date |
Text |
| 2019-04-23 10:25:20 | 1. PROVIDE COUNTY TPS LETTER. |
| | 2. IN ADDITION TO BEING A TAXI/RIDESHARING |
| | PICKUP/DROPOFF, PLEASE CLARIFY WHEN THE VALET STATION |
| | IN THE INTERNAL DRIVE AISLE WILL BE USED AND BY WHICH |
| | TYPES OF USERS. |
| | 3. WOULD TAXI/RIDESHARING PICKUP/DROPOFF FOR HOTEL |
| | GUESTS BE LOCATED AT THE INTERNAL DRIVE AISLE VALET |
| | STATION, AND THE 4TH STREET VALET STATION WOULD NOT |
| | ALLOW TAXI/RIDESHARING PICKUP/DROPOFF? IF SO, |
| | WAYFINDING SIGNAGE WOULD BE NEEDED TO PROVIDE CLEAR |
| | DIRECTIONS TO HOTEL GUESTS. |
| | 4. THE TRAFFIC STUDY INDICATES THAT 5 VALET ATTENDANTS |
| | ARE NEEDED AT THE 4TH STREET VALET STATION, BUT THE |
| | PARKING MANAGEMENT PLAN INDICATES THAT A MAXIMUM OF 6 |
| | VALET ATTENDANTS ARE NEEDED FOR THE ENTIRE SITE. THIS |
| | LEAVES 1 VALET ATTENDANT FOR THE OTHER 3 VALET |
| | STATIONS. PLEASE CLARIFY THE NUMBER OF VALET ATTENDANTS |
| | NEEDED. |
| | 5. IN THE PARKING MANAGEMENT PLAN, THE PARKING |
| | ACCUMULATION CALCULATION REPRESENTS THE NUMBER OF |
| | OCCUPIED PARKING SPACES AT ANY GIVEN TIME, WHICH DOES |
| | NOT REPRESENT THE NUMBER OF VEHICLE ARRIVALS AND |
| | DEPARTURES. THE NUMBER OF VEHICLE ARRIVALS AND |
| | DEPARTURES ARE DOCUMENTED IN THE VEHICULAR TRIP |
| | GENERATION IN THE TRAFFIC STUDY, WHICH SHOWS AN AM PEAK |
| | HOUR TRIPS OF 395 (258 IN / 137 OUT) AND PM PEAK HOUR |
| | TRIPS OF 437 (163 IN / 275 OUT). |
| | 6. THE PARKING MANAGEMENT PLAN INDICATES THAT RESIDENTS |
| | AND OFFICE TENANTS COULD CHOOSE TO PICK UP THEIR |
| | VEHICLES EITHER INSIDE THE GARAGE OR AT THE 4TH STREET |
| | VALET STATION. COULD RESIDENTS AND OFFICE TENANTS BE |
| | RESTRICTED (THROUGH THE PROPOSED EMAIL/TEXT MESSAGE |
| | SYSTEM) TO PICK UP THEIR VEHICLES AT VALET STATIONS |
| | INSIDE THE GARAGE DURING PEAK HOUR OR DYNAMICALLY BASED |
| | ON THE DEMAND AND CONGESTION LEVEL AT THE 4TH STREET |
| | VALET STATION? |
| | 7. CLARIFY IF THE ASSUMED 2.5-MINUTE VALET RUNNING TIME |
| | IS REASONABLE, GIVEN 33% OF PARKING SPACES ARE TANDEM |
| | PARKING SPACES, 31% OF PARKING SPACES ARE PARKING LIFTS |
| | WITH SOME BEING TANDEM PARKING LIFTS, AND THE POTENTIAL |
| | FOR VALET ATTENDANTS TO DRIVE 5 FLOORS DOWN THE GARAGE. |
| | 8. WHAT BACKUP PLANS ARE IN PLACE SHOULD THE PARKING |
| | LIFT MALFUNCTION AND THE VALET ATTENDANTS ARE UNABLE TO |
| | RETRIEVE VEHICLES ON THE PARKING LIFTS? |
| | 9. WHAT MEASURES ARE IN PLACE TO DIFFERENTIATE BETWEEN |
| | COMMERCIAL PATRONS, HOTEL GUESTS, OFFICE TENANTS AND |
| | RESIDENTS TO MAKE SURE THEY DROP OFF VEHICLES AT THE |
| | APPROPRIATE VALET STATIONS? |
| | 10. ARE COMMERCIAL PATRONS AND HOTEL GUESTS ALLOWED TO |
| | SELF PARK? |
| | 11. PROVIDE VALET PICK-UP/DROP-OFF CIRCULATION ROUTES |
| | FOR EACH VALET STATION, AS WELL AS THE UBER/LYFT |
| | CIRCULATION ROUTES. ALSO, PROVIDE AUTOTURN EXHIBITS AT |
| | LOCATIONS WITH LIMITED CURB RADII SUCH AS AROUND THE |
| | 4TH STREET VALET STATION AND THE EASTERN GARAGE |
| | ENTRANCE. |
| | 12. THE RESPONSE TO COMMENTS IN THE PARKING MANAGEMENT |
| | PLAN INDICATED THAT A SMALL NUMBER OF RESIDENTIAL |
| | TENANTS WILL BE OFFERED TWO-TANDEM SPACES AS PART OF |
| | THEIR RENTAL AGREEMENT. SINCE THE CURRENT PARKING |
| | SUPPLY IS AT THE MINIMUM REQUIRED BY CITY CODE WITH |
| | SHARED PARKING, ANY RESERVED PARKING SPACES WOULD |
| | RESULT IN CODE VIOLATION AS THOSE RESERVED PARKING |
| | SPACES WOULD BE EXCLUDED FROM THE SHARED PARKING |
| | CALCULATION. |
| | 13. CONSIDERING MOVING ALL OR PART OF THE OUTDOOR BIKE |
| | RACKS AND BIKE SHARING STATIONS TO BE UNDER THE CANOPY |
| | OR COVER. |
| | 14. PROVIDE ADDITIONAL TDM MEASURES INCLUDING THE TDM |
| | MEASURES LISTED BELOW, IN ADDITION TO DESIGNATED |
| | CAR-SHARING PARKING SPACES, BIKE SHARING STATION, |
| | TROLLEY STOP ON DIXIE HIGHWAY AND CONTRIBUTION TO CITY |
| | TROLLEY FUND. DETAILS OF THE TDM MEASURES WILL BE |
| | DETERMINED BY THE CITY. MONITORING OF THESE TDM |
| | MEASURES WILL ALSO BE REQUIRED. |
| | O UNBUNDLED PARKING/PARKING CASH-OUT PROGRAM |
| | O TRANSIT PASS SUBSIDY |
| | |
| | THE FOLLOWING ITEMS RELATED TO COMMENTS PROVIDED |
| | PREVIOUSLY WILL BE INCLUDED IN THE CONDITIONS OF |
| | APPROVAL: |
| | 1. PROVIDE LANDSCAPED RAISED MEDIAN BETWEEN 4TH STREET |
| | AND DIXIE HIGHWAY ON QUADRILLE BOULEVARD. THE MEDIAN |
| | DESIGN SHOULD PREVENT WESTBOUND VEHICLES FROM MAKING |
| | LEFT-TURNS FROM THE DRIVEWAY. COORDINATE WITH FDOT ON |
| | THE TURN LANE REQUIREMENTS AT QUADRILLE BOULEVARD/4TH |
| | STREET, THE SITE DRIVEWAY, AND EASTBOUND LEFT-TURN AT |
| | QUADRILLE BOULEVARD/DIXIE HIGHWAY. |
| | 2. PURSUE WITH FDOT ON ELIMINATING THE EXCLUSIVE |
| | RIGHT-TURN LANE REQUIREMENT ON QUADRILLE BOULEVARD. THE |
| | CITY WILL PROVIDE A LETTER OF SUPPORT TO THE APPLICANT. |
| | 3. CONDUCT TRAFFIC SIGNAL WARRANT ANALYSES AT QUADRILLE |
| | BOULEVARD/4TH STREET EVERY YEAR FOR 2 YEARS WHEN THE |
| | FOLLOWING CONDITIONS ARE MET: |
| | O CO IS ISSUED FOR AT LEAST 50% OF THE PROPOSED |
| | RESIDENTIAL UNITS, HOTEL OR GENERAL OFFICE USES, AND |
| | THE WESTBOUND APPROACH AT QUADRILLE BOULEVARD/4TH |
| | STREET IS OPERATING AT LOS F DURING WEEKDAY AM OR PM |
| | PEAK HOUR WHEN ANALYZED USING THE LATEST HIGHWAY |
| | CAPACITY MANUAL METHODOLOGY. |
| | O CO IS ISSUED FOR AT LEAST 85% OF THE PROPOSED |
| | RESIDENTIAL UNITS, HOTEL OR GENERAL OFFICE USES, AND |
| | THE WESTBOUND APPROACH AT QUADRILLE BOULEVARD/4TH |
| | STREET IS OPERATING AT LOS F DURING WEEKDAY AM OR PM |
| | PEAK HOUR WHEN ANALYZED USING THE LATEST HIGHWAY |
| | CAPACITY MANUAL METHODOLOGY. |
| | O THE LAST CO IS ISSUED FOR THE PROPOSED DEVELOPMENT. |
| | 4. THE TRAFFIC SIGNAL ANALYSES SHOULD INCLUDE, AT A |
| | MINIMUM, WARRANT 1 EIGHT-HOUR VEHICULAR VOLUME, WARRANT |
| | 2 FOUR-HOUR VEHICULAR VOLUME, WARRANT 4 PEDESTRIAN |
| | VOLUME, AND WARRANT 7 CRASH EXPERIENCE DOCUMENTED IN |
| | THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). |
| | THE NECESSARY TRAFFIC AND SAFETY DATA SHOULD BE |
| | COLLECTED FOR THE ANALYSES. |
| | 5. SHOULD THE REQUEST FOR TRAFFIC SIGNAL BE DENIED, THE |
| | DEVELOPMENT SHOULD IMPLEMENT ALTERNATIVE MEASURES TO |
| | MITIGATE TRAFFIC CONGESTION AT QUADRILLE BOULEVARD/4TH |
| | STREET, INCLUDING BUT NOT LIMITED TO ADDITIONAL TDM |
| | MEASURES, WAYFINDING SIGNS TO DIVERT TRIPS TO THE |
| | QUADRILLE BOULEVARD/3RD STREET INTERSECTIONS, ETC. IN |
| | ADDITION, THE DEVELOPMENT SHOULD, ON CITY?S REQUEST, |
| | CONDUCT AN ENGINEERING STUDY FOR A POTENTIAL ENHANCED |
| | PEDESTRIAN CROSSWALK CROSSING QUADRILLE BOULEVARD AT |
| | 4TH STREET, AND PURSUE SUCH A CROSSWALK APPROVAL WITH |
| | FDOT, AND IF APPROVED, CONSTRUCT SUCH ENHANCED |
| | CROSSWALK AT THE DEVELOPER?S OWN EXPENSES. |
| | 6. PROVIDE SURETY FOR THE CONSTRUCTION OF A TRAFFIC |
| | SIGNAL AT QUADRILLE BOULEVARD/4TH STREET UNTIL THE |
| | OBLIGATIONS RELATED TO TRAFFIC SIGNAL WARRANT ANALYSES |
| | OR SIGNAL CONSTRUCTION (#3, #4 AND #5 ABOVE) ARE FULLY |
| | MET. |
| | 7. PROVIDE SIDEWALK EASEMENT FOR THE PORTION OF |
| | SIDEWALK OUTSIDE RIGHT-OF-WAY. |
| | 8. PLEASE REPLACE OR RESET THE PAVERS AT THE DIXIE |
| | HIGHWAY/4TH STREET INTERSECTION AS THE PAVERS WILL BE |
| | IMPACTED DURING MILLING AND RESURFACING. |
| | 9. A TROLLEY STOP ALONG DIXIE HIGHWAY WILL BE REQUIRED |
| | AS PART OF THE TDM MEASURES. THE EXACT LOCATION WILL BE |
| | DETERMINED BY THE CITY. |
| | |
| | SHING TSOI |
| | CITY IN-HOUSE TRAFFIC CONSULTANT |
| | 561-494-1141 |
| | [email protected] |
| | (IN-HOUSE ON TUESDAYS AND WEDNESDAYS) |
| |
Print |
