SCHOOL ROUTE PLAN. For HUNTER S CREEK ELEMENTARY SCHOOL LOCATION 14 ORANGE COUNTY. Prepared for:

SCHOOL ROUTE PLAN For HUNTER S CREEK ELEMENTARY SCHOOL LOCATION 14 ORANGE COUNTY Prepared for: ORANGE COUNTY SCHOOL ASSESSMENT PROGRAM ORANGE COUNTY PUBLIC WORKS Traffic Engineering Division 42 South John Young Parkway Orlando, Florida 32839 Contract No.: Y4-93B HNTB No. 42268 Prepared by: Lake Mary, Florida June 12, 26 Professional Engineer: Douglas J. Petty P.E. No. 5873

School Route Plan-Hunter s Creek Elementary School TABLE OF CONTENTS EXECUTIVE SUMMARY... 1 1. INTRODUCTION... 2 2. EXISTING CONDITIONS... 4 3. QUALITATIVE ASSESSMENT... 7 4. RECOMMENDATIONS... 21 APPENDIX FIGURES, EXHIBITS, and TABLES FIGURES Figure 1-Project Location Map... 3 Figure 2-School Boundary Map... 9 Figure 3A-School Route Plan Map... 1 Figure 3B-School Route Plan Map... 11 Figure 4-Condition Diagram: at Lord Barclay Drive... 15 Figure 5-Condition Diagram: at Brookmura Drive... 16 Figure 6-Condition Diagram: at Town Loop Boulevard... 17 Figure 7-Conceptual Improvement Diagram... 22 Figure 8-Conceptual Improvement Diagram at Lord Barclay Drive 23 Figure 9-Conceptual Improvement Diagram at Brookmura Drive... 24 Figure 1-Conceptual Improvement Diagram at Town Loop Boulevard... 25 EXHIBITS Exhibit 1-West Driveway... 18 Exhibit 2- at Lord Barclay Drive/West Driveway... 19 Exhibit 3- at Town Loop Boulevard... 2 TABLES Table 1-Field Inventory... 4 Table 2-Summary of Vehicular Volumes... 5 Table 3-Summary of Pedestrian & Bicycle Volumes... 6

School Route Plan-Hunter s Creek Elementary School 1 EXECUTIVE SUMMARY HNTB Corporation conducted a School Route Plan Study for Hunter s Creek Elementary School located at 465, Orange County, Florida. This study is being performed as a part of the County s School Assessment Program to identify safe routes for children to walk and bicycle to school. Based on the results of the analysis, field observations, and engineering judgment, the following recommendations and conclusions were developed: 1. Overall, pedestrian and bicycle access to the school is generally safe and efficient. 2. The signing for the school crossing at and Hunter s Creek Boulevard should be updated to comply with the MUTCD. 3. The signing for the crosswalk across the East Driveway should be updated for uniformity and to comply with the MUTCD. 4. The signing at the school crossing of and Lord Barclay Drive/West Driveway should be updated to ensure uniformity, compliance with the MUTCD, and that the correct signing is provided for each approach that is designated as a school crossing. 5. The pedestrian detectors should be updated at the intersection of and Town Loop Boulevard. 6. At the intersection of and Town Loop Boulevard, the pedestrian signing should be updated to comply with the MUTCD. 7. The tree on the south approach of Town Loop Boulevard should be trimmed to allow for proper sign visibility.

School Route Plan-Hunter s Creek Elementary School 2 1. INTRODUCTION HNTB Corporation conducted a School Route Plan Study for Hunter s Creek Elementary School located at 465, Orange County, Florida. The purpose of this study is to identify safe routes for children to walk and bicycle to school. The analysis methods used in conducting this study are consistent with those set forth in the Manual on Uniform Traffic Control Devices (MUTCD 23), the Manual on Uniform Traffic Studies (MUTS), and Orange County guidelines and procedures.

School Route Plan-Hunter s Creek Elementary School 3 Figure 1-Project Location Map

School Route Plan-Hunter s Creek Elementary School 4 2. EXISTING CONDITIONS Hunters Creek Elementary School is located in southwestern Orange County just south of SR 417 and west of US 17/92. Significant features for the study location are summarized below: Feature Table 1-Field Inventory Description School Name Hunter s Creek Elementary School Address 465 Orlando, FL 32837 47.858.461 School Hours 8:45 AM to 3: PM (2: PM Wednesday) Student Enrollment 77 Primary Roadway Access Four lane divided with a grass median Posted speed limit: 4 mph Sidewalks: Both sides of the road Bike Lanes: None provided Street lighting: Both sides of the road Pedestrian and Bicycle Access to Sidewalk on the east side of East Driveway and sidewalk on the west School side of West Driveway. Carpool Access to School West driveway to front of school Bus Access East driveway to separate bus loop Guarded School Crossings at Hunter s Creek Boulevard Un-signalized crossing for north, south, and west approaches School crossing warning signs for north and south approaches Crossing guard provided during school times at Lord Barclay Drive/West Driveway Un-signalized crossing for north, south, and west approaches School crossing warning signs for north and west approaches Crossing guards provided during school times for each crossing at Town Loop Boulevard Signalized crossing for north, south, and west approaches School crossing warning signs for each approach Crossing guards provided during school times for each crossing at John Young Parkway Signalized crossing for each approach at the intersection School crossing warning signs for each approach Crossing guards provided during school times for each crossing Other Facilities Sidewalks are provided throughout a majority of the adjacent neighborhoods within the walk zone. Reduced Speed School Zones A 2 mph reduced speed zone is provided on within the vicinity of the school. Overhead span wire mounted speed school zone signs with flashing beacons east and west of Lord Barclay Drive are provided.

School Route Plan-Hunter s Creek Elementary School 5 Vehicular, Pedestrian, and Bicycle Volumes Two-hour turning movement counts were conducted at and Lord Barclay Drive/West Driveway and at and Town Loop Boulevard. The counts were conducted from 8:15 to 9:15 AM and 2:3 to 3:3 PM to coincide with the morning arrival time and afternoon departure time of students at the school. Pedestrian, bicycle, automobile, and bus traffic were recorded separately for this count. The following tables summarize the results of these counts: Table 2-Summary of Vehicular Volumes Approaches Lord Barclay Drive at Lord Barclay Drive/West Driveway Direction Northbound Southbound Eastbound Westbound Movement L T R TOT L T R TOT L T R TOT L T R TOT Morning Arrival: 815 to 915 Vehicles 297 297 37 3 3 43 744 113 857 177 344 19 54 Busses 1 1 1 1 Total 297 297 37 3 3 43 754 113 867 177 354 19 55 Afternoon Departure: 143 to 153 Vehicles 186 186 29 2 31 2 418 42 462 113 473 38 624 Busses 11 11 9 9 Total 186 186 29 2 31 2 429 42 473 113 482 38 633 Approaches Town Loop Boulevard at Town Loop Boulevard Direction Northbound Southbound Eastbound Westbound Movement L T R TOT L T R TOT L T R TOT L T R TOT Morning Arrival: 83 to 93 Vehicles 49 62 4 151 65 89 85 239 233 569 86 888 25 192 63 28 Busses 1 1 4 4 5 4 9 1 4 1 6 Total 49 63 4 152 65 89 89 243 238 573 86 897 26 196 64 286 Afternoon Departure: 1445 to 1545 Vehicles 69 167 55 291 6 118 127 35 13 478 67 648 28 339 59 426 Busses 1 1 2 1 1 2 6 5 1 12 1 3 2 6 Total 69 168 56 293 6 119 128 37 19 483 68 66 29 342 61 432

School Route Plan-Hunter s Creek Elementary School 6 Table 3-Summary of Pedestrian & Bicycle Volumes at Lord Barclay Drive/West Driveway Total 8:15 8:3 8:45 9: Total 2:3 2:45 3: 3:15 AM PM 9 1 1 AM 2 Lord Barclay Drive AM Total 8 1 5 3 Total 5 1 3 PM 18 Total AM 2 8:15 22 4 8:15 8:3 35 1 8:3 2 8:45 26 2 8:45 9: 1 9: AM PM Total 83 91 Total AM PM 2:3 6 2:3 2:45 16 16 2:45 3: 3 72 3: 3:15 3 3:15 Total PM 25 Total PM West Driveway Total 8:15 8:3 8:45 9: Total 2:3 2:45 3: 3:15 AM 4 4 PM 16 3 13 Total 12 AM 12 1 5 3 PM 9 at Town Loop Boulevard Total 8:15 8:3 8:45 9: Total 2:3 2:45 3: 3:15 AM 6 21 2 11 8 PM 2 3 3 6 8 AM 2 Town Loop Boulevard AM Total 19 1 1 Total 9 29 PM 38 Total AM 8:15 21 4 8:15 8:3 22 1 8:3 8:45 15 2 8:45 9: 9 3 9: AM PM Total 67 38 Total AM PM 2:3 2:3 1 2:45 1 4 2:45 1 3: 2 34 3: 3:15 1 3:15 Total PM 4 Total PM 2 Town Loop Boulevard Total 8:15 8:3 8:45 9: Total 2:3 2:45 3: 3:15 AM 5 5 PM Total AM 3 2 PM 5

School Route Plan-Hunter s Creek Elementary School 7 3. QUALITATIVE ASSESSMENT Hunter s Creek Elementary School is located on approximately one half mile west of John Young Parkway. The school serves children who live in adjacent neighborhoods on the east side of John Young Parkway from South Town Loop Boulevard to North Town Loop Boulevard and on the west side of John Young Parkway from the Orange- Osceola County line to south of the SR 417. All of the neighborhoods in the school zone boundary are within the two mile walk zone. Orange County currently provides bus service for children who live south of Town Center Boulevard for neighborhoods on the east side of John Young Parkway and on the west side in proximity to John Young Parkway. Figure 2 illustrates the school zone boundaries, two-mile walk radius, and existing bus stops for Hunter s Creek Elementary School. Figure 3 is a School Route Plan map of the area within the two-mile walk limit and the school zone boundary where school bus service is not provided. This area is the focus of the qualitative assessment. The school route plan area was reviewed by a registered professional engineer to evaluate vehicle, pedestrian, and bicycle flow patterns to determine what improvements are necessary, if any, to improve the safety and efficiency of the children traveling to and from school. A majority of the children that walk or bicycle to the school live in the Glenhurst subdivision located to the north of Hunter s Creek Elementary School. Sidewalks are provided throughout this neighborhood. The main access to from these homes is provided via Lord Barclay Drive (eastern entrance) and Glenhurst Way. Guarded un-signalized school crossings are provided at both of these access points. Sidewalk is also provided for connecting the cul-de-sacs at the following locations to the sidewalk on Town Center Boulevard: Lord Barclay Drive (western end of subdivision), Hearthside Drive, Roxshire Drive, and Maymont Court. Access from this neighborhood to the school is provided via the sidewalk on the north side of and the guarded school crossing at Lord Barclay Drive/West Driveway. Some children were observed to walk to school from the Carrington (north side of Town Center Boulevard) and Chelsea Landing (north side of, east of the school) subdivisions. Sidewalks are provided on both sides of the roads within these neighborhoods. Access from these neighborhoods to the school is provided via the sidewalk on the north side of and the guarded school crossing at Lord Barclay Drive/West Driveway. School children walking from the gated Villanova subdivision located north of Town Center Boulevard, east of Town Loop Boulevard can use the guarded signalized crossing at Town Loop Boulevard. They can then utilize the sidewalk on the north side of Town Center Boulevard and the guarded school crossing at Lord Barclay Drive/West Driveway to access the school. There are several subdivisions located north and south of Hunter s Creek Boulevard. These include Calabay Cove, Orista Bay, Hunter s Isle, Montana, Ashton, Ocita, Cypress Pointe, and Timucua. Colonial Grand at Hunter s Creek Apartments is also located on the north side of Hunter s Creek Boulevard near John Young Parkway. Bus stops are located close to Timucua and the apartments, so it is not likely that children would be walking to school from these two locations.

School Route Plan-Hunter s Creek Elementary School 8 Sidewalk exists on both sides of Hunter s Creek Boulevard. School children who walk from the other subdivisions, with the exception of the east entrance of Calabay Cove and Cypress Pointe, would walk along Hunter s Creek Boulevard to access the guarded un-signalized crossing at, then use the sidewalk on the south side of Town Center Boulevard to access the school. Some of the north and south approach signing for the guarded un-signalized school crossing at and Hunter s Creek Boulevard does not comply with the MUTCD. In addition, a school crossing exists across the west approach on, yet no school signing is provided. The signing for the school crossing at Town Center Boulevard and Hunter s Creek Boulevard should be updated to comply with the MUTCD. As for the east entrance of Calabay Cove and Cypress Pointe, a sidewalk exists behind these two subdivisions that leads to the school. The shortest path for children in these locations would be to use this sidewalk to the school. There are two cul-de-sacs in Cypress Pointe and one cul-de-sac in Calabay Cove that have a paved connection to this sidewalk that children can use to access this sidewalk. Few children walk or bicycle from the neighborhoods located east of John Young Parkway within the two-mile walk limit. These neighborhoods within the school boundary include The Cottages subdivision and the Parks Apartments. Children can use the guarded signalized school crossings provided at John Young Parkway and (all approaches) and at Town Loop Boulevard and (three approaches) to arrive at the school safely. There are two ways for these children to access the school, depending on which side of they are using. From the sidewalk on the north side, children can use the guarded un-signalized crossing at Lord Barclay Drive/West Driveway to access the school. From the sidewalk on the south side, children can use the sidewalk provided on the east side of the school then cross the East Driveway at the unguarded marked school crossing to access the school. The unguarded school crossing on the East Driveway is signed as a Children Crosswalk for the northbound direction and a Student Crossing for the southbound direction. The signing for the crosswalk across the East Driveway should be updated for uniformity and to comply with the MUTCD.

9 N Hunter s Creek Elementary School 2 Mile Walk Zone Legend School Zone Boundary School School Bus Stop Traffic Signal Figure 2 School Boundary Map

Chelsea Landing 1 G N Carrington G Glenhurst G The Fairways Hunter s Creek Calabay Cove Orista Bay Montana Calabay Cove Cypress Pointe Colonial Grand at Hunter s Creek Apts. Fox Haven Hunter s Isle Ashton Timucua Eagle Landing Ocita Hunter s Creek Elementary School Legend G Crossing Guard Pedestrian Route Bike Lane Crosswalk School Crossing Signalized Intersection Stop Sign Yield Sign Figure 3A School Route Plan Map

11 N The Parks Apartments The Cottages Villanova G SEE FIGURE 3A Hunter s Creek Elementary School Legend G Crossing Guard Pedestrian Route Bike Lane Crosswalk School Crossing Signalized Intersection Stop Sign Yield Sign Figure 3B School Route Plan Map

School Route Plan-Hunter s Creek Elementary School 12 Hunter s Creek Elementary School was observed during the morning and afternoon hours to assess the operations of children entering and leaving the school. The following observations were made: A guarded un-signalized school crossing exists across the north, south, and west approaches at Lord Barclay Drive/West Driveway. The guards are stationed at the intersection from 8: to 9:45 AM and 2:35 to 4:35 PM (with the exception of Wednesday early release when they are there one hour earlier). One of the school crossing guards present on the day of the observation did not have any comments regarding any safety concerns. This school crossing also includes a reduced speed school zone from 4 mph to 2 mph on which is activated during the hours the school crossing guards are present. This school zone consists of overhead School Zone and End School Zone signs for the east and west approaches. In addition, variable Your Speed signs are provide on the east and west approaches to encourage motorists on Town Center Boulevard to obey the reduced school zone speed limit. These motorists appeared to be traveling at or below the reduced school zone speed. The signing for the school crossing at Lord Barclay Drive/West Driveway is not uniform, as some of the signs are old, and some of the signs are missing. The signing at the school crossing of and Lord Barclay Drive/West Driveway should be updated to ensure uniformity, compliance with the MUTCD, and that the correct signing is provided for each approach that is designated as a school crossing. Pedestrians and bicyclists were observed to utilize the sidewalks on the east and west sides of the school. Curb ramps, school crossing signs, and a crosswalk are provided to cross from the sidewalk on the east side of the school across the East Driveway bus loop to access the school. Some pedestrians and bicyclists may also use the sidewalk that runs behind the subdivisions on the north side of Hunter s Creek Boulevard that leads to the back of the school; however, this was not observed. A majority of the pedestrians and bicyclists were observed to be accompanied by parents either to the school if using the sidewalk on the south side of or to the school crossing at Lord Barclay Drive/West Driveway if using the sidewalk on the north side of. Overall pedestrian and bicycle access to the school is generally safe and efficient. Carpool vehicles enter the school parking lot via the West Driveway then circulate to the drop off and pick up locations at the front of the school. Proper circulation is provided within the school via pavement markings and cones as shown in the adjacent photographs. Drop off and pickup locations are in a line near the front of the school, and a passing lane is provided for motorists to maneuver around parked vehicles waiting for drop off and pick up. Carpool drivers then complete the circulation and exit through the West Driveway.

School Route Plan-Hunter s Creek Elementary School 13 The West Driveway also serves the staff parking area. The West Driveway exit is signed as a right turn only. No motorists were observed to violate the turn prohibition during the morning or afternoon school periods. Busses enter and exit the school via the East Driveway bus loop and drop the children off at the front of the school. This operation was observed to be safe and efficient and with no observed conflicts between busses, vehicles, or pedestrians. Westbound left turning carpool motorists were observed to complete their movement when eastbound vehicles on were stopped for school children crossing the west approach. No conflicts were observed due to this, and adequate gaps are provided for these motorists to complete their movement without significant queuing or delay. The signalized intersection of and Town Loop Boulevard was observed during the morning and afternoon school hours. The following observations were made: A guarded school crossing exists at this intersection across the north, south, and west approaches. The guards are stationed at the intersection from 8: to 9:45 AM and 2:35 to 4:35 PM (with the exception of Wednesday early release). One of the school crossing guards present on the day of the observation did not have any comments regarding any safety concerns. Countdown pedestrian signals are provided for each crossing, but the detectors for each of these signals are old as shown in the photograph to the right. The School crossing signing and pavement markings appear to be in good condition with two exceptions. The pedestrian sign for eastbound vehicles located adjacent to the crosswalk across the west approach is old. Also, there is no pedestrian sign located

School Route Plan-Hunter s Creek Elementary School 14 adjacent to the crosswalk for southbound drivers. The pedestrian signing at this intersection should be updated to comply with the MUTCD. The advanced pedestrian crosswalk sign located on the south approach is blocked by a tree as shown in the photograph to the right. The tree on the south approach of Town Loop Boulevard should be trimmed to allow for proper sign visibility. Photographs of the school crossing at Lord Barclay Drive/West Driveway, the overhead school zone, the East and West Driveways, and the intersection of at Town Loop Boulevard are included in Exhibits 1 to 3. In addition, the school driveway intersections and the intersection of at Town Loop Boulevard are illustrated on Figures 4 through 6, respectively.

Lord Barclay Drive N 15 West Driveway YOUR SPEED 12' 422' 484' 12' YOUR SPEED RIGHT TURN ONLY at Lord Barclay Drive Figure 4 Condition Diagram

N at Brookmura Drive CHILDREN CROSSWALK 16 Huntwick Drive Figure 5 Condition Diagram Brookmura Drive 12' 12' STUDENT CROSSING BUS & REGISTERED CAR POOL ONLY BUSES ONLY East Driveway

N at Town Loop Boulevard Figure 6 Condition Diagram 17 182' 12' 326'12' Town Loop Blvd. 12' 12' 315' 366' Town Loop Blvd. 12' 12' 12' 12' 12' BLANK OUT SIGN BLANK OUT SIGN

School Route Plan-Hunter s Creek Elementary School 18 Exhibit 1-West Driveway Carpool Access to the School Carpool Exit from the School

School Route Plan-Hunter s Creek Elementary School 19 Exhibit 2- at Lord Barclay Drive/West Driveway Looking east along at Lord Barclay Drive/West Driveway Looking west along at Lord Barclay Drive/West Driveway

School Route Plan-Hunter s Creek Elementary School 2 Exhibit 3- at Town Loop Boulevard Looking east along at Town Loop Boulevard Looking west along at Town Loop Boulevard

School Route Plan-Hunter s Creek Elementary School 21 4. RECOMMENDATIONS Based on the results of the analysis, the field observations and engineering judgment, the following improvements are proposed: 1. The signing for the school crossing at and Hunter s Creek Boulevard should be updated to comply with the MUTCD. 2. The signing for the crosswalk across the East Driveway should be updated for uniformity and to comply with the MUTCD. 3. The signing at the school crossing of and Lord Barclay Drive/West Driveway should be updated to ensure uniformity, compliance with the MUTCD, and that the correct signing is provided for each approach that is designated as a school crossing. 4. The pedestrian detectors should be updated at the intersection of and Town Loop Boulevard. 5. At the intersection of and Town Loop Boulevard, the pedestrian signing should be updated to comply with the MUTCD. 6. The tree on the south approach of Town Loop Boulevard should be trimmed to allow for proper sign visibility. Figures 7, 8, 9, and 1 have been included on the following pages to illustrate these recommendations.

Update signing to conform with MUTCD Chelsea Landing G 22 N Existing sign to remain Carrington Remove existing sign G Update pedestrian detectors Install school crosswalk signs with down placards Glenhurst G Calabay Cove Install advanced school sign with school placard Update signing to conform with MUTCD The Fairways Remove existing sign Hunter s Creek Orista Bay Montana Install school crosswalk sign with down placard Calabay Cove Cypress Pointe Colonial Grand at Hunter s Creek Apts. Fox Haven Existing sign to remain Hunter s Isle Ashton Timucua Eagle Landing Ocita Hunter s Creek Elementary School Legend G Crossing Guard Pedestrian Route Bike Lane Crosswalk School Crossing Signalized Intersection Stop Sign Yield Sign Figure 7 Conceptual Improvement Diagram

Install school crosswalk signs with down placards Lord Barclay Drive Existing sign to remain N Existing sign to remain 23 Remove existing sign 12' 422' 484' 12' Existing sign to remain Install school placard Install school crosswalk signs with down placards Remove existing sign West Driveway at Lord Barclay Drive Figure 8 Conceptual Improvement Diagram

24 Brookmura Drive N Huntwick Drive 12' 12' Remove existing sign East Driveway Install school crosswalk signs with down placards Remove existing sign CROSSING CHILDREN CROSSWALK STUDENT at Brookmura Drive Figure 9 Conceptual Improvement Diagram

Existing signs to remain Town Loop Blvd. Install school crosswalk sign with down placard Upgrade pedestrian detectors N 25 366' 12' 12' 12' 12' Relocate school crosswalk sign to southeast quadrant Existing sign to remain 12' 182' 326'12' Install school crosswalk sign with down placard 12' 12' 12' School crosswalk sign relocated from northeast quadrant Existing sign to remain Remove existing sign Town Loop Blvd. 315' Trim tree to allow for proper advance school sign visibility Existing sign to remain at Town Loop Boulevard Figure 1 Conceptual Improvement Diagram

School Route Plan-Hunter s Creek Elementary School APPENDIX

HNTB CORPORATION 3 PRIMERA BOULEVARD SUITE #2 LAKE MARY, FLORIDA 32746 File Name : FOUREIGH Site Code : Start Date : 3/27/26 Page No : 1 FOURTH STREET AT EIGHTH AVENUE TDC-8 DT EIGHTH AVENUE Southbound Groups Printed- 1 - Autos - 2 - Trucks FOURTH STREET Westbound EIGHTH AVENUE Northbound FOURTH STREET Eastbound Start Time Right Thru Uturn Right Thru Uturn Right Thru Uturn Right Thru Uturn Int. Total 8:15 1 1 1 2 5 2 3 42 12 8:3 2 1 1 47 1 1 3 3 4 59 122 8:45 1 54 4 1 4 51 115 Total 2 3 2 3 151 1 5 3 6 11 152 339 9: 1 45 2 1 1 54 14 **BREAK** Total 1 45 2 1 1 54 14 **BREAK** 14:3 1 1 2 33 2 1 1 4 7 54 16 14:45 1 1 1 48 3 1 2 5 44 16 Total 1 2 1 3 81 5 2 1 6 12 98 212 15: 1 3 1 55 1 1 2 5 5 45 119 15:15 1 48 2 2 4 5 17 Grand Total 4 8 3 9 38 9 1 6 2 33 399 881 Apprch % 26.7 53.3 2.. 2.3 95.5 2.3. 27.8 16.7 55.6. 7.6 92.4.. Total %.5.9.3. 1. 43.1 1.. 1.1.7 2.3. 3.7 45.3.. EIGHTH AVENUE Southbound FOURTH STREET Westbound EIGHTH AVENUE Northbound FOURTH STREET Eastbound Start Time Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Int. ht u n Total Total Hour From 8:15 to 11:45-1 of 1 Intersectio n 8:15 Volume 2 3 2 7 4 196 1 21 7 3 7 17 12 26 218 443 Percent 28.6 42.9 28.6. 2. 97.5.5. 41.2 17.6 41.2. 5.5 94.5.. Volume 2 3 2 7 4 196 1 21 7 3 7 17 12 26 218 443 Volume 2 1 3 1 47 1 49 1 3 3 7 4 59 63 122.98 High Int. 8:15 8:45 8:3 8:3 Volume 1 1 1 3 54 54 1 3 3 7 4 59 63.583.931.67.865 Hour From 8:15 to 11:45-1 of 1 By Approach 8:15 8:15 8:15 8:15 Volume 2 3 2 7 4 196 1 21 7 3 7 17 12 26 218 Percent 28.6 42.9 28.6. 2. 97.5.5. 41.2 17.6 41.2. 5.5 94.5.. High Int. 8:15 8:45 8:3 8:3 Volume 1 1 1 3 54 54 1 3 3 7 4 59 63.583.931.67.865

HNTB CORPORATION 3 PRIMERA BOULEVARD SUITE #2 LAKE MARY, FLORIDA 32746 File Name : FOUREIGH Site Code : Start Date : 3/27/26 Page No : 2 EIGHTH AVENUE Southbound FOURTH STREET Westbound EIGHTH AVENUE Northbound FOURTH STREET Eastbound Start Time Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Int. ht u n Total Total Hour From 12: to 15:15-1 of 1 Intersectio n 14:3 Volume 2 5 1 8 5 184 8 197 3 3 13 19 21 193 214 438 Percent 25. 62.5 12.5. 2.5 93.4 4.1. 15.8 15.8 68.4. 9.8 9.2.. Volume 2 5 1 8 5 184 8 197 3 3 13 19 21 193 214 438 Volume 1 3 4 1 55 1 57 1 2 5 8 5 45 5 119.92 High Int. 15: 15: 15: 14:3 Volume 1 3 4 1 55 1 57 1 2 5 8 7 54 61.5.864.594.877 Hour From 12: to 15:15-1 of 1 By Approach 14:15 14:3 14:3 14:3 Volume 2 5 1 8 5 184 8 197 3 3 13 19 21 193 214 Percent 25. 62.5 12.5. 2.5 93.4 4.1. 15.8 15.8 68.4. 9.8 9.2.. High Int. 15: 15: 15: 14:3 Volume 1 3 4 1 55 1 57 1 2 5 8 7 54 61.5.864.594.877

HNTB CORPORATION 3 PRIMERA BOULEVARD SUITE #2 LAKE MARY, FLORIDA 32746 File Name : FOUREIGH Site Code : Start Date : 3/27/26 Page No : 1 FOURTH STREET AT EIGHTH AVENUE TDC-8 DT EIGHTH AVENUE Southbound FOURTH STREET Westbound Groups Printed- 2 - Trucks EIGHTH AVENUE Northbound FOURTH STREET Eastbound Start Time Right Thru Uturn Right Thru Uturn Right Thru Uturn Right Thru Uturn Int. Total 8:15 3 3 **BREAK** 8:45 1 1 2 Total 4 1 5 9: 1 1 **BREAK** Total 1 1 **BREAK** 14:3 1 1 14:45 1 1 2 Total 1 2 3 15: 2 1 3 **BREAK** Grand Total 7 1 4 12 Apprch %..... 1... 1..... 1... Total %..... 58.3.. 8.3.... 33.3.. EIGHTH AVENUE Southbound FOURTH STREET Westbound EIGHTH AVENUE Northbound FOURTH STREET Eastbound Start Time Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Int. ht u n Total Total Hour From 8:15 to 11:45-1 of 1 Intersectio n 8:15 Volume 4 4 1 1 1 1 6 Percent..... 1. 1....... 1... Volume 4 4 1 1 1 1 6 Volume 3 3 3.5 High Int. 8:: AM 8:15 8:45 9: Volume 3 3 1 1 1 1.333.25.25 Hour From 8:15 to 11:45-1 of 1 By Approach 8:15 8:15 8:15 8:15 Volume 4 4 1 1 1 1 Percent - - - -. 1. 1....... 1... High Int. - 8:15 8:45 9: Volume - - - - - 3 3 1 1 1 1 -.333.25.25

HNTB CORPORATION 3 PRIMERA BOULEVARD SUITE #2 LAKE MARY, FLORIDA 32746 File Name : FOUREIGH Site Code : Start Date : 3/27/26 Page No : 2 EIGHTH AVENUE Southbound FOURTH STREET Westbound EIGHTH AVENUE Northbound FOURTH STREET Eastbound Start Time Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Int. ht u n Total Total Hour From 12: to 15:15-1 of 1 Intersectio n 14:15 Volume 3 3 3 3 6 Percent..... 1........ 1... Volume 3 3 3 3 6 Volume 2 2 1 1 3.5 High Int. 15: 14:3 Volume 2 2 1 1.375.75 Hour From 12: to 15:15-1 of 1 By Approach 12: 14:15 12: 14:15 Volume 3 3 3 3 Percent - - - -. 1... - - - -. 1... High Int. - 15: - 14:3 Volume - - - - - 2 2 - - - - - 1 1 -.375 -.75

HNTB CORPORATION 3 PRIMERA BOULEVARD SUITE #2 LAKE MARY, FLORIDA 32746 File Name : SIXELEVEN Site Code : Start Date : 3/28/26 Page No : 1 SIXTH STREET AT ELEVENTH AVENUE TDC-8 DT ELEVENTH AVENUE Southbound SCHOOL Westbound Groups Printed- Trucks ELEVENTH AVENUE Northbound SIXTH STREET Eastbound Start Time Right Thru Uturn Right Thru Uturn Right Thru Uturn Right Thru Uturn Int. Total 8:15 1 1 8:3 1 2 3 **BREAK** Total 1 3 4 9: 1 1 **BREAK** Total 1 1 **BREAK** 14:3 1 1 2 14:45 1 1 2 Total 1 1 1 1 4 15: 1 1 **BREAK** Grand Total 1 1 3 5 1 Apprch % 5. 5........ 1..... 1.. Total % 1. 1........ 3..... 5.. ELEVENTH AVENUE Southbound SCHOOL Westbound ELEVENTH AVENUE Northbound SIXTH STREET Eastbound Start Time Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Int. ht u n Total Total Hour From 8:15 to 11:45-1 of 1 Intersectio n 8:15 Volume 2 2 3 3 5 Percent......... 1..... 1.. Volume 2 2 3 3 5 Volume 1 1 2 2 3.417 High Int. 8:: AM 8:: AM 8:3 8:3 Volume 1 1 2 2.5.375 Hour From 8:15 to 11:45-1 of 1 By Approach 8:15 8:15 8:15 8:15 Volume 2 2 3 3 Percent - - - - - - - -. 1..... 1.. High Int. - - 8:3 8:3 Volume - - - - - - - - - - 1 1 2 2 - -.5.375

HNTB CORPORATION 3 PRIMERA BOULEVARD SUITE #2 LAKE MARY, FLORIDA 32746 File Name : SIXELEVEN Site Code : Start Date : 3/28/26 Page No : 2 ELEVENTH AVENUE Southbound SCHOOL Westbound ELEVENTH AVENUE Northbound SIXTH STREET Eastbound Start Time Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Int. ht u n Total Total Hour From 12: to 15:15-1 of 1 Intersectio n 14:15 Volume 1 1 2 1 1 2 2 5 Percent 5. 5........ 1..... 1.. Volume 1 1 2 1 1 2 2 5 Volume 1 1 1 1 2.625 High Int. 14:3 14:45 14:3 Volume 1 1 1 1 1 1.5.25.5 Hour From 12: to 15:15-1 of 1 By Approach 14: 12: 14: 14:15 Volume 1 1 2 1 1 2 2 Percent 5. 5... - - - -. 1..... 1.. High Int. 14:3-14:45 14:3 Volume 1 1 - - - - - 1 1 1 1.5 -.25.5

HNTB CORPORATION 3 PRIMERA BOULEVARD SUITE #2 LAKE MARY, FLORIDA 32746 File Name : SIXELEVEN Site Code : Start Date : 3/28/26 Page No : 1 SIXTH STREET AT ELEVENTH AVENUE TDC-8 DT ELEVENTH AVENUE Southbound Groups Printed- Autos - Trucks SCHOOL Westbound ELEVENTH AVENUE Northbound SIXTH STREET Eastbound Start Time Right Thru Uturn Right Thru Uturn Right Thru Uturn Right Thru Uturn Int. Total 8:15 3 16 2 1 22 4 7 7 62 8:3 3 32 3 1 1 21 11 8 6 86 8:45 2 7 1 2 24 5 5 2 48 Total 8 55 6 4 1 67 2 2 15 196 9: 3 1 1 5 1 11 **BREAK** Total 3 1 1 5 1 11 **BREAK** 14:3 3 17 9 4 33 14:45 4 17 1 1 14 4 5 5 51 Total 7 34 1 1 23 4 5 9 84 15: 17 7 21 6 6 9 66 15:15 1 9 1 3 1 15 1 2 3 2 38 Grand Total 16 118 8 1 15 1 1 1 131 31 33 3 36 395 Apprch % 11.2 82.5 5.6.7 88.2 5.9 5.9..6 8.4 19.. 45.8 4.2 5.. Total % 4.1 29.9 2..3 3.8.3.3..3 33.2 7.8. 8.4.8 9.1. ELEVENTH AVENUE Southbound SCHOOL Westbound ELEVENTH AVENUE Northbound SIXTH STREET Eastbound Start Time Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Int. ht u n Total Total Hour From 8:15 to 11:45-1 of 1 Intersectio n 8:15 Volume 8 58 7 73 4 1 5 1 72 2 93 2 16 36 27 Percent 11. 79.5 9.6. 8.. 2.. 1.1 77.4 21.5. 55.6. 44.4. Volume 8 58 7 73 4 1 5 1 72 2 93 2 16 36 27 Volume 3 32 3 38 1 1 1 21 11 33 8 6 14 86.62 High Int. 8:3 8:45 8:3 8:15 Volume 3 32 3 38 2 2 1 21 11 33 7 7 14.48.625.75.643 Hour From 8:15 to 11:45-1 of 1 By Approach 8:15 8:15 8:15 8:15 Volume 8 58 7 73 4 1 5 1 72 2 93 2 16 36 Percent 11. 79.5 9.6. 8.. 2.. 1.1 77.4 21.5. 55.6. 44.4. High Int. 8:3 8:45 8:3 8:15 Volume 3 32 3 38 2 2 1 21 11 33 7 7 14.48.625.75.643

HNTB CORPORATION 3 PRIMERA BOULEVARD SUITE #2 LAKE MARY, FLORIDA 32746 File Name : SIXELEVEN Site Code : Start Date : 3/28/26 Page No : 2 ELEVENTH AVENUE Southbound SCHOOL Westbound ELEVENTH AVENUE Northbound SIXTH STREET Eastbound Start Time Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Rig Thr Utur App. Int. ht u n Total Total Hour From 12: to 15:15-1 of 1 Intersectio n 14:3 Volume 8 6 1 1 7 11 1 12 59 11 7 13 3 2 36 188 Percent 11.4 85.7 1.4 1.4 91.7 8.3... 84.3 15.7. 36.1 8.3 55.6. Volume 8 6 1 1 7 11 1 12 59 11 7 13 3 2 36 188 Volume 17 17 7 7 21 6 27 6 9 15 66.712 High Int. 14:45 15: 15: 15: Volume 4 17 1 22 7 7 21 6 27 6 9 15.795.429.648.6 Hour From 12: to 15:15-1 of 1 By Approach 14:3 14:3 14:3 14:3 Volume 8 6 1 1 7 11 1 12 59 11 7 13 3 2 36 Percent 11.4 85.7 1.4 1.4 91.7 8.3... 84.3 15.7. 36.1 8.3 55.6. High Int. 14:45 15: 15: 15: Volume 4 17 1 22 7 7 21 6 27 6 9 15.795.429.648.6