| Date |
Text |
| 2020-01-16 16:26:28 | TRAFFIC STATEMENT COMMENTS: |
| | 1. PROVIDE THE COUNTY TPS LETTER. |
| | 2. PROVIDE INTERSECTION ANALYSES WITH HIGHWAY CAPACITY |
| | MANUAL 6TH METHODOLOGY AT THE FOLLOWING INTERSECTIONS. |
| | PLEASE ONLY INCLUDE COMMITTED IMPROVEMENTS AND PROJECTS |
| | IN THE 5-YEAR WORK PROGRAM. |
| | A. OKEECHOBEE BOULEVARD/SR 7 |
| | B. OKEECHOBEE BOULEVARD/SANSBURYS WAY |
| | C. OKEECHOBEE BOULEVARD/ANDROS ISLE |
| | D. OKEECHOBEE BOULEVARD/EASTERN SITE ACCESS |
| | E. OKEECHOBEE BOULEVARD/BENOIST FARMS ROAD |
| | F. OKEECHOBEE BOULEVARD/SKEES ROAD |
| | G. OKEECHOBEE BOULEVARD/N JOG ROAD |
| | 3. PLEASE EVALUATE THE WESTBOUND LEFT-TURN QUEUE |
| | LENGTHS AT OKEECHOBEE BOULEVARD/ANDROS ISLE. |
| | 4. FDOT DRIVEWAY PRE-APPLICATION WILL BE REQUIRED FOR |
| | SITE PLAN APPLICATION. |
| | 5. ADDITIONAL ANALYSES MAY BE REQUIRED BASED ON THE |
| | SITE DESIGN DURING SITE PLAN APPLICATION. |
| | |
| | |
| | CONDITIONS: |
| | 1. PER THE TRAFFIC ANALYSIS, THE MAXIMUM DEVELOPMENT |
| | INTENSITY SHALL BE LIMITED TO 62,676 SQUARE FEET OF |
| | CHURCH, 1,200-STUDENT PRIVATE SCHOOL (K-12), |
| | 400-STUDENT DAYCARE, AND 125-ROOM HOTEL, OR INTENSITIES |
| | EQUIVALENT IN TRIPS EVALUATED BASED ON THE LATEST PALM |
| | BEACH COUNTY?S TRIP GENERATION RATE TABLE. |
| | |
| | |
| | SHING TSOI |
| | CITY IN-HOUSE TRAFFIC CONSULTANT |
| | 561-494-1141 |
| | [email protected] |
| | (IN-HOUSE ON TUESDAYS AND WEDNESDAYS) |
| |
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