| Date |
Text |
| 2018-04-11 17:28:56 | PROSPECT PLACE (3111 SOUTH DIXIE) TRAFFIC ANALYSIS |
| | (DATED MARCH 27, 2018) COMMENTS: |
| | - THE EASTBOUND MOVEMENT AT DRIVEWAY 1/SOUTH DIXIE |
| | HIGHWAY INTERSECTION IS FORECAST TO OPERATE WITH LOS F |
| | (WITH EXISTING GEOMETRY SCENARIO) AND LOS E (WITH |
| | POTENTIAL LANE ELIMINATION) DURING PM PEAK HOUR IN THE |
| | FUTURE TOTAL CONDITIONS. MORE TRAFFIC MAY CHOOSE TO |
| | MAKE THE LEFT-TURN AT DRIVEWAY 2 INSTEAD DURING PM PEAK |
| | HOUR. CLARIFY IF 40% OF TRIPS MAKING LEFT-TURN AT |
| | DRIVEWAY 1 ARE REASONABLE. |
| | - THE PROPOSED LANE ELIMINATION DOES NOT PROPOSE |
| | EXCLUSIVE RIGHT-TURN LANE ALONG SOUTH DIXIE HIGHWAY AT |
| | DRIVEWAY 1 NOR DRIVEWAY 2. REMOVE THE EXCLUSIVE |
| | RIGHT-TURN LANE IN THE ANALYSIS. |
| | - 20% OF RETAIL TRIPS USING ON-STREET PARKING WOULD |
| | STILL GO THROUGH THE STUDY INTERSECTIONS BUT ARE NOT |
| | TAKEN INTO CONSIDERATION IN THE TRAFFIC ASSIGNMENT OR |
| | INTERSECTION ANALYSES. PLEASE REVISE. |
| | |
| | SITE PLAN COMMENTS (DATED ON MARCH 22, 2018): |
| | - IN THE HAMPTON ROAD CROSS-SECTION SHOWN ON C2.01, |
| | SHOW THE PROPOSED TRAVEL LANES, PARKING LANES, |
| | SIDEWALKS, AND LANDSCAPE, ETC. AND INCLUDE THE |
| | RIGHT-OF-WAY LINE ON THE SOUTH SIDE OF HAMPTON ROAD. |
| | - THE RESPONSE INDICATES THAT THE GORE OUT CENTER TURN |
| | LANE TAPER IN FRONT OF DRIVEWAY 1 WOULD BE MODIFIED TO |
| | CONTAIN SKIP STRIPING TO INDICATE THAT LEFT TURNS ARE |
| | OCCURRING, BUT THE PLAN SHEETS ARE STILL SHOWING THE |
| | GORE OUT CENTER TURN LANE TAPER. |
| | - THE PARKING WAIVER REQUEST NEEDS TO TAKE INTO |
| | CONSIDERATION THE 3 PARKING SPACES WHICH WILL BE |
| | REMOVED WHEN CROSS-ACCESS IS PROVIDED IN THE FUTURE. |
| | - PROVIDE DEAD-END STUB INSTEAD OF THE 3 PARKING SPACES |
| | FOR FUTURE CROSS-ACCESS. |
| | - PROVIDE ACCESS EASEMENT FOR THE FUTURE CONNECTION TO |
| | THE ADJACENT PROPERTY TO THE NORTH. |
| | - DIMENSION ALL DRIVEWAY WIDTHS. |
| | - PROVIDE BIKE RACKS FOR RETAIL USES. |
| | - INCLUDE BICYCLE PARKING DATA IN THE DATA TABLE ON |
| | SP-1. |
| | - ALL PEDESTRIAN CONNECTIONS NEED TO BE ADA COMPLIANCE. |
| | NO CURB RAMPS ARE SHOWN AND IT IS UNKNOWN IF CURB RAMPS |
| | ARE PROVIDED FOR ALL PEDESTRIAN CROSSINGS. |
| | - PROVIDE PEDESTRIAN GATED ENTRY FROM HAMPTON ROAD, AND |
| | PROVIDE PEDESTRIAN CONNECTION TO THE BUILDINGS. |
| | - PROVIDE ADDITIONAL PEDESTRIAN CONNECTIONS FOR A MORE |
| | DIRECT PEDESTRIAN CIRCULATION ROUTE BETWEEN THE |
| | BUILDING 5 NORTH ENTRANCE AND THE BUS STOP. |
| | - RELOCATE THE BUS STOP CLOSE TO THE SIGNAL AT |
| | ALBEMARLE ROAD WHICH IS MORE CENTRAL TO THE PROPOSED |
| | LAND USES, AND THE SIGNAL PROVIDES PEDESTRIAN CROSSING |
| | ON SOUTH DIXIE HIGHWAY. COORDINATE WITH PALM TRAN ON |
| | THE BUS STOP RELOCATION. |
| | - A VEHICLE WAITING AT THE ENTRY GATE ON HAMPTON ROAD |
| | WOULD BLOCK THE SIDEWALK. |
| | - PROVIDE AN OPENING ON HAMPTON ROAD TO CONNECT TO THE |
| | INTERNAL ROAD, REMOVE THE PROPOSED ENTRY GATE ON |
| | HAMPTON ROAD, AND RELOCATE THE MAIN ENTRY GATE. THIS |
| | WOULD CREATE A MORE INTER-CONNECTED STREET SYSTEM |
| | CONSISTENT WITH THE COMPREHENSIVE PLAN. |
| | - A SIGNING AND PAVEMENT MARKING PLAN, PREPARED, SIGNED |
| | AND SEALED BY A P.E., MUST BE PROVIDED IN ORDER FOR US |
| | TO REVIEW THE SITE PLAN FOR PEDESTRIAN AND BICYCLE |
| | CONNECTIVITY AS WELL AS VEHICULAR ACCESS. |
| | |
| | ERIK D. FERGUSON, P.E. |
| | CITY TRANSPORTATION ENGINEER |
| | 561-494-1092 |
| | [email protected] |
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