| Date |
Text |
| 2017-04-25 10:33:12 | |
| | CONTACT ERIK FERGUSON [email protected] |
| | |
| | |
| | 1. THERE ARE MULTIPLE PROPOSED TRAFFIC CIRCULATION |
| | PATTERNS SHOWN IN THE SUBMITTAL. FOR EXAMPLE SHEET |
| | A0.07 ? DAC SUBMITTAL, PLAN VIEW FOR LEVEL ONE SHOWS |
| | TWO WAY TRAFFIC BETWEEN 4TH STREET AND NORTH DIXIE |
| | HIGHWAY. SHEET 5 SIGNING AND MARKING SHOWS N. DIXIE |
| | HIGHWAY ENTRANCE AS TWO- ONE WAY LANES. TRAFFIC |
| | CIRCULATION AT PARKING GARAGE RAMP INTERSECTION IS |
| | INCONSISTENT BETWEEN SHEET A0.07 AND SHEET 5. CLARIFY |
| | WHAT IS THE PROPOSED TRAFFIC CIRCULATION. |
| | 2. SHEET A0.07, SHEET 5, AND SHEET A0.10 ? INTERNAL |
| | TRAFFIC CIRCULATION AT THE THREE WAY INTERSECTION IS |
| | INCONSISTENT. WE ARE UNABLE TO REVIEW THE TRAFFIC |
| | CIRCULATION. PLEASE CONTACT CITY TRANSPORTATION |
| | DIVISION TO SCHEDULE TO DISCUSS INTERNAL TRAFFIC |
| | CIRCULATION. |
| | 3. SHEET A0.07 ? LEVEL #1. THE WALL AT THE PARKING |
| | GARAGE INTERSECTION WILL NOT PROVIDE ADEQUATE SIGHT |
| | DISTANCE TO OTHER INTERSECTIONS. |
| | 4. CHANGES TO THE INTERNAL TRAFFIC CIRCULATION WILL |
| | REQUIRE AN UPDATED TRAFFIC IMPACT STUDY AS THIS WILL |
| | CHANGE THE VOLUMES AT INTERSECTIONS AND TRIP |
| | DISTRIBUTION. |
| | 5. SHEET 5 - SPECIFY SIZE OF SIGNS. |
| | 6. SHEET 5 - ADD STREET NAME BLADES TO STOP SIGNS. |
| | 7. SHEET 5 - ADD CROSSWALK MARKINGS AT ALL STOP |
| | CONTROLLED INTERSECTIONS. |
| | 8. SHEET 5 - PROVIDE PROTECTED BIKE LANES ON N. |
| | QUADRILLE BOULEVARD |
| | 9. SHEET 5 - NORTHERN N QUADRILLE BLVD. DRIVEWAY, A |
| | TRAFFIC SEPARATOR IS SHOWN ON SHEET 5, BUT IT IS NOT |
| | SHOWN ON THE GRADING PLAN (SHEET 4). WHAT IS THE WIDTH |
| | OF THE LANES AND THE TRAFFIC SEPARATOR? |
| | 10. SHEET 5 - NORTHERN N QUADRILLE BLVD ? DRIVEWAY, THE |
| | EXIT IS SHOWN AS ONLY RIGHT OUT. HOW WILL THIS BE |
| | ENFORCED? SUGGEST RESTRICTIVE MEDIAN ON QUADRILLE |
| | BOULEVARD. EXIT DOES NOT APPEAR TO ADEQUATE HORIZONTAL |
| | SIGHT DISTANCE FOR LEFT TURN MOVEMENT, SO IT IS |
| | IMPORTANT TO RESTRICT THE LEFT OUT MOVEMENT. |
| | 11. SHEET 5 - NORTHERN N QUADRILLE BLVD DRIVEWAY. THE |
| | STOP BAR IS SHOWN ACROSS A HATCHED OUT AREA. THE STOP |
| | BAR NEEDS TO STOP AT THE END OF THE LANE. WHAT IS THE |
| | HATCHED OUT AREA NEXT TO THE EXIT LANE? HOW WILL |
| | TRAFFIC |
| | 12. SHEET 4 - WHAT IS THE WIDTH OF THE PROPOSED RIGHT |
| | TURN LANES ON QUADRILLE? PROVIDE SECTION FOR PROPOSED |
| | RIGHT TURN LANE. |
| | 13. SHEET 4 - SECTION D (4TH STREET). ARE 12? WIDE |
| | LANES REQUIRED? CAN THEY BE NARROWED? |
| | 14. SHEET 4 - 4TH STREET. IT IS UNCLEAR IF THE CURB |
| | WILL BE NEW OR EXISTING. SECTION G AND H APPEAR TO |
| | INDICATE NEW CURB CURB, BUT NEW CURB IS NOT SHOWN ON |
| | SHEET 4. |
| | 15. QUADRILLE - 4TH STREET INTERSECTION ? PROVIDE BULB |
| | OUT TO REDUCE PEDESTRIAN CROSSING DISTANCE. |
| | 16. SHEET 4 - SPECIFY THE RADIUS OF ANY PROPOSED |
| | CURBING IN PUBLIC RIGHT OF WAY. DRAW THE PROPOSED CURB |
| | RAMP AND ADD THE FDOT CURB RAMP DESIGNATION. |
| | 17. SHEET 4 - PROPOSED SIDEWALKS NEED TO BE SHOWN ON |
| | CIVIL PLANS. |
| | |
| | 18. SHEET 9 - SECTION G AND H (4TH STREET) ? REDUCE |
| | TRAVEL LANES FROM 11' TO 10'. SHOW RIGHT OF WAY LINE ON |
| | SOUTH SIDE OF 4TH STREET. |
| | 19. SHEET 9 - SECTION H (4TH STREET) SPECIFY WIDTH OF |
| | SOUTH SIDEWALK. |
| | 20. SHEET 9 - SECTION H (4TH STREET) UTILIZE GUTTER PAN |
| | AS PART OF THE 8' PARALLEL PARKING WIDTH. INCREASE |
| | SOUTH SIDEWALK WIDTH. |
| | 21. SHEET 4, 9 - THE REVIEW OF THE STREETS IS |
| | CONCEPTUAL. DETAILED ROADWAY PLANS INCLUDING A PROFILE |
| | FOR 4TH STREET AND PAVEMENT DESIGN WILL NEED TO BE |
| | PROVIDED. |
| | 22. SIDEWALK ON SOUTH SIDE OF 4TH STREET MAY NOT MEET |
| | ADA MINIMUM WIDTH. IS IT POSSIBLE TO MOVE CURB LINE |
| | NORTH WITH RECONSTRUCTION OF 4TH STREET? |
| | 23. L0-002 - QUADRILLE IS A STATE HIGHWAY. THE 20? SAFE |
| | SIGHT TRIANGLES SHOWN DOES NOT MEET FDOT REQUIREMENTS. |
| | REFERENCE FDOT DESIGN STANDARDS, INDEX NO. 546. |
| | 24. L3-100 - SECTION -02 AND 05- 4TH AND 5TH STREET |
| | .THE 5'-3" AND 5'-0" WIDE SIDEWALK DO NOT MEET FDOT |
| | GREENBOOK REQUIREMENTS. A MINIMUM 6' WIDTH SIDEWALK |
| | MUST BE PROVIDED FOR SIDEWALKS LOCATED BEHIND THE BACK |
| | OF CURB. SUGGEST A WIDER SIDEWALK THAN MINIMUM. ALSO, |
| | 1'-6" WIDTH SHOWN IS NOT CORRECT FOR F CURB. |
| | 25. HOTEL DROP OFF- L3-100 SECTION 2 - CAN THE WIDTH OF |
| | THE DROP OF BE REDUCED? CURB FOR DROP OFF SHOULDN'T BE |
| | LOCATED IN RIGHT OF WAY. |
| | 26. DUE TO THE NUMBER OF INCONSISTENCIES IN THE PLANS, |
| | WE CANNOT APPROVE THE PLANS. |
| | |
| | |
| | |
| | |
| | |
| |
Print |
