Year 2025 Transportation Master Plan Update - City of Oviedo

Recommendations

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Table 2-1: Existing Roadway Level of Service Peak Hour 2005 Conditions Roadway / Segment Number Adopted Peak Dir. PM Peak Hour Source Jurisdiction of Lanes LOS Capacity Peak Direction LOS Alafaya Woods Blvd. Between SR 434 (Central Ave.) & Alexandria Blvd. City 4 D 1,620 655 C 3 Between Alexandria Blvd. and Mitchell Hammock Rd. City 4 D 1,620 537 C 3 Artesia St. Between Pine Ave. & Lk Jessup Ave. City 2 C 480 76 C 4 Between Lk Jessup Ave. & SR 434 (Central Ave.) City 2 C 480 66 C 4 Between SR 434 (Central Ave.) & Division St. City 2 C 480 35 C 4 Aulin Ave. Between SR 426 (W. Broadway St.) & Clark St. City 2 D 760 141 C 5 Between Clark St. & SR 426 (W. Broadway St.) City 2 D 760 141 C 5 Chapman Rd. Between SR 426 (Aloma Ave.) & Westminister Terrace County 2 D 760 640 D 3 Between Westminister Terrace & SR 434 (Central Ave.) County 2 D 760 612 D 3 Clark St. Between SR 426 (W. Broadway St.) & Lk Jessup Ave.* City 2 C 480 65 C 5 Between Lk Jessup Ave. & SR 434 (Central Ave.)* City 2 C 480 225 C 5 CR 419 (E. Broadway St./Chuluota Rd.) Between SR 434 (Central Ave.) & CR 426 (Geneva Dr.) County 2 D 890 130 B 5 Between CR 426 (Geneva Dr.) & Division St. County 2 D 890 137 B 5 Between Division St. & Reed Rd. County 2 D 890 586 B 3 Between Reed Rd. & Lockwood Rd. County 2 D 1,000 878 B 3 Between Lockwood Rd. & Twin Rivers Blvd. County 2 D 2,210 1,585 B 3 Between Twin Rivers Blvd. & 2nd St. County 4 D 2,210 1,669 B 5 Between 2nd St. & Lake Mills* County 2 D 760 587 D 3 CR 426 (Geneva Dr.) Between CR 419 (E. Broadway St.) & Reed Rd.* County 2 D 870 437 B 5 Between Reed Rd. & Lockwood Rd.* County 2 D 870 504 B 3 Dean Rd. Between SR 426 & McCulloch Rd.* County 2 D 530 866 F 3 DeLeon St. Between Howard Ave. & Florida Ave.* County 2 C 480 51 C 3 Between Florida Ave. & SR 434 (Central Ave.)* County 2 C 480 186 C 3 Division St. Between Artesia Ave. & CR 426 (Geneva Dr.) City 2 C 560 95 C 2 Between Mitchell Hammock Road & Alexandria Blvd. City 2 D 760 236 C 2 Florida Ave. Between Division St. & Oklahoma Ave.* County 2 C 480 170 C 3 Between Oklahoma Ave. & Van Arsdale St.* County 2 C 480 64 C 3 Franklin St. Between SR 434 (Central Ave.) & CR 426 (Geneva Dr.) City 2 D 760 N/A --- --- Between CR 426 (Geneva Dr.) & Stephen St. City 2 D 760 35 C 2 King St. West of Lk Jessup Ave.* City 2 C 250 187 C 4 Lake Charm Dr. Between Florida Ave. & Panther Dr. City 2 C 560 58 C 5 Between Panther Dr. & CR 426 (Geneva Dr.) City 2 C 560 90 C 5 Lake Jessup Ave. Between Artesia St. & SR 426 (W. Broadway St.) City 2 C 560 180 C 4 Between SR 426 (W. Broadway St.) & Mitchell Hammock Rd. City 2 C 560 124 C 5 Lockwood Blvd. Between CR 419 (E. Broadway St.) & Mitchell Hammock Rd. City 4 E 1,990 1,369 A 3 Between Mitchell Hammock Rd. & Old Lockwood Rd. City 4 E 1,990 1,110 A 3 Between Old Lockwood Rd. & McCulloch Rd. City 4 E 1,990 1,056 A 5 Lockwood Rd. Between CR 426 (Geneva Dr.) & Ashland Tr.* County 2 E 660 337 D 3 Between Ashland Tr. & CR 419 (E. Broadway St.) County 2 E 810 362 C 5 MacTavandash Dr. Between SR 434 (Central Ave.) & New Castle Ln.* City 2 C 250 76 C 4 Magnolia St. Between Lk Jessup Ave. & SR 434 (Central Ave.)* City 2 C 480 138 C 4 Between SR 434 (Central Ave.) & Division St.* City 2 C 480 316 C 5 McCulloch Rd. Between Old Lockwood Rd. & Lockwood Rd.* County 2 D 530 964 F 5 Between Lockwood Rd. & SR 434 (Central Ave.)* County 4 D 1,140 1,476 F 5 City of Oviedo 2-8 Year 2025 Transportation Master Plan Update
Table 2-1: Existing Roadway Level of Service (continued) Peak Hour 2005 Conditions Roadway / Segment Number Adopted Peak Dir. PM Peak Hour Source Jurisdiction of Lanes LOS Capacity Peak Direction LOS Mitchell Hammock Rd. Between SR 426 (W. Broadway St.) & Lk Jessup Ave. City 4 E 2,170 1,521 D 2 Between Lk Jessup Ave. & SR 434 (Central Ave.) City 4 E 2,170 1,310 D 3 Between SR 434 (Central Ave.) & Division St. City 4 E 2,205 1,376 C 2 Between Division St. & Alafaya Woods Blvd. City 4 E 2,205 1,275 C 3 Between Alafaya Woods Blvd. & Lockwood Rd. City 4 E 2,165 992 D 3 New Castle Ln. Between MacTavandash Dr. & Artesia St.* City 2 C 480 80 C 4 Old Lockwood Rd. Between Lockwood Rd. and McCulloch Rd.* County 2 C 480 375 C 5 Oviedo Blvd. Between CR 426 (Geneva Dr.) & CR 419 (E. Broadway St.) City 2 D 760 14 C 2 Between CR 419 (E. Broadway St.) & Mitchell Hammock Rd. City 2 D 0 N/A --- - Oviedo Marketplace Blvd. Between SR 426 (Broadway St.) & SR 417* City 4 D 1,140 335 C 5 Between SR 417 & Dovera Dr.* City 4 D 1,140 233 C 5 Between Dovera Dr. & Red Bug Lake Rd.* City 4 D 1,140 410 C 5 Pine Ave. Between Arlington Cir. & Artesia St.* City 2 C 480 40 C 4 Between Artesia St. & SR 426 (W. Broadway St.)* City 2 C 250 249 C 4 Red Bug Lake Rd. Between Tuskawilla Rd. & Rising Sun Blvd.* County 6 D 2,790 1,455 B 3 Between Rising Sun Blvd. & Slavia Rd.* County 6 D 2,790 1,571 B 3 Between Slavia Rd. & SR 417* County 6 D 2,790 1,391 B 3 Between SR 417 & SR 426 (W. Broadway St.)* County 6 D 2,790 1,397 B 3 Reed Rd. Between CR 426 (Geneva Dr.) & CR 419 (E. Broadway St.)* City 2 D 760 152 C 3 Slavia Rd. Between Red Bug Lake Rd. & SR 426 (W. Broadway St.)* County 2 D 530 482 D 3 SR 417 Between SR 434/SR 419 (Central Ave.) & Slavia Rd.* State 4 C 2,940 2,583 C 1 Between Slavia Rd. & Mikler Rd.* State 4 C 2,940 3,067 D 1 Between Mikler Rd. & McCulloch Rd.* State 4 C 2,940 3,616 E 1 SR 426 (W. Broadway St./Aloma Ave.) Between SR 434 (Central Ave.) & Lk Jessup Ave. State 2 E 1,075 638 C 1 Between Lk Jessup Ave. & Pine Ave. State 2 E 1,075 1,028 D 3 Between Pine Ave. & Winter Springs Blvd. State 2 E 1,075 166 B 5 Between Winter Springs Blvd. & Oviedo Marketplace Blvd. State 4 E 1,800 1,040 C 2 Between Oviedo Marketplace Blvd. & Mitchell Hammock Rd.* State 4 E 1,800 1,064 C 1 Between Mitchell Hammock Rd. & Chapman Rd.* State 4 E 1,800 1,163 C 3 Between Chapman Rd. & Dean Rd.* State 4 E 1,860 1,324 B 1 Between Dean Rd. & SR 417* State 4 E 1,800 1,235 C 3 SR 434 (Alafaya Tr./Central Ave.) Between Spring Ave. & SR 417* State 4 D 1,860 1,277 B 1 Between SR 417 & MacTavandash Dr.* State 2 D 950 1,007 E 4 Between MacTavandash Dr. & DeLeon St.* State 2 D 950 1,087 E 4 Between DeLeon St. and Artesia St. State 2 E 1,020 390 B 4 Between Artesia St. & Magnolia St. State 2 E 1,020 867 C 3 Between Magnolia St. & SR 426 (W. Broadway St.) State 2 E 1,020 591 B 1 Between SR 426 (W. Broadway St.) & Mitchell Hammock Rd. State 2 E 890 999 F 3 Between Mitchell Hammock Rd. & Alafaya Woods Blvd. State 6 E 2,710 1,326 C 3 Between Alafaya Woods Blvd. & Chapman Rd. State 6 E 2,790 1,158 B 1 Between Chapman Rd. & Palm Valley Dr.* State 6 E 2,710 1,300 C 1 Between Palm Valley Dr. & McCulloch Rd.* State 6 E 2,710 1,899 C 3 Vine St. Between Lk Jessup Ave. & SR 434 (Central Ave.)* City 2 C 480 47 C 4 Winter Springs Blvd. Between Seneca Blvd. & SR 426 (W. Broadway St.)* City 4 D 1,860 655 B 5 LOS Source: 2003 City of Oviedo Transportation Concurrency Management System; except * LOS capacities for these segments were obtained from FDOT 2002 Q/LOS Handbook Table 4-4; (1) denotes a count provided by FDOT (2004); (2) denotes a count provided by Seminole County (2003); (3) denotes a count provided by Seminole County (2005); (4) denotes a count provided by HDR (2005); (5) denotes a count provided by HDR (2006) City of Oviedo 2-9 Year 2025 Transportation Master Plan Update
Page 1 and 2: City of Oviedo Year 2025 Transporta
Page 3 and 4: TABLE OF CONTENTS Page EXECUTIVE SU
Page 5 and 6: TABLE OF CONTENTS (Cont.) APPENDICE
Page 7 and 8: LIST OF TABLES Page Table 2-1: Exis
Page 9 and 10: EXECUTIVE SUMMARY The City of Ovied
Page 11 and 12: 1.0 - INTRODUCTION This report docu
Page 13 and 14: S OWWINDWILL TER S TUSKAWILLA RD CI
Page 15 and 16: 2.0 - EXISTING CONDITIONS ANALYSIS
Page 17 and 18: • Lockwood Boulevard and Mitchell
Page 19 and 20: COURTLAN TER C WILL S TUSKAWILLA RD
Page 21: 2.3 Existing Level of Service (LOS)
Page 27 and 28: Table 2-3: Planned and Programmed I
Page 29 and 30: 2.5 Near Term Operational Improveme
Page 31 and 32: signalized intersection. The existi
Page 33 and 34: The socioeconomic (SE) data of the
Page 39 and 40: The 2025 adopted land use data for
Page 55 and 56: it addresses the fewest number of r
Page 57 and 58: Table 4-5: Year 2025 Future Roadway
Page 59 and 60: 5.0 - BICYCLE & PEDESTRIAN PLAN Bic
Page 63 and 64: of a barrier within the buffer, suc
Page 67 and 68: Table 5-3: City of Oviedo PLOS Resu
Page 69 and 70: link for non-motorized travel betwe
Page 71 and 72: • Lighting is especially importan
Page 73 and 74:
Because the Transportation Master P
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level of service but the highest po
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Table 5-7: Priority Sidewalk Projec
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Policy 2: New residential developme
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Policy 16: The City shall establish
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5.9 Bicycle Parking Recommendations
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5.10 Facilities Guidance 1. Require
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Intersections are kept compact thro
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Crosswalk Markings. Well marked cro
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• Trees capture 30% of rainwater
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and medical appointments, both rout
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6.0 - 2025 TRANSIT SYSTEM PLAN 6.1
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Table 6-3: Route 47 - Oviedo - Mont
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6.5 Key Alignment and Schedule Issu
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Alafaya Trail. Finally, this route
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Regional efforts to promote carpool
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7.0 - PROJECT PRIORITIES Project pr
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Without new development in these ar
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Table 7-6: Prioritized Bicycle Proj
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Boulevard corridor and also between
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7.8 City Council Actions for Consid
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Table 7-10: Capital Improvements Pr
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Year 2025 Transportation Master Plan Update - City of Oviedo

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