OFFICIAL THOROUGHFARE PLAN

MARION COUNTY, INDIANA

As amended by Resolution 02-CPS-R-010

June 19, 2002

A Segment of the Comprehensive Plan of Marion County, Indiana as Amended

City of Indianapolis Department of Metropolitan Development

Division of Planning Phone: 327-5151

The preparation of this report was financed in part by grants from the Federal Transit Administration and the Federal Highway Administration, U.S. Department of Transportation

FOREWORD This document reflects the recommendations pertaining to the Marion County portion of the Update of the Indianapolis Regional Transportation Plan for 2025 adopted by the Metropolitan Development Commission on June 16, 1999, amendments to the Thoroughfare Plan adopted July 1999, and recent Amendments to the Indianapolis Regional Transportation Plan, adopted April 2002. This Thoroughfare Plan incorporates changes resulting from an update of the Indianapolis Regional Transportation Plan. The Regional Plan forecasts transportation needs through the year 2025 for the Planning Area as shown on Map 1. The Regional Plan was amended to reflect the most recently updated information and changes in project priorities. Other changes to this Thoroughfare Plan include mapping and editorial corrections as well as amendments approved since July 7, 1999. The overall goal of this revised Thoroughfare Plan is to make it consistent with and incorporate the recommendations from the amended Indianapolis Regional Transportation Plan. This report constitutes the Official Thoroughfare Plan for Marion County, Indiana and has been adopted by the Metropolitan Development Commission as a segment of the Comprehensive Plan for Marion County, Indiana.

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TABLE OF CONTENTS

PAGE

FOREWORD..............................................................................…..................................….ii INTRODUCTION..…..........................................................…….........................................1 EXPLANATION OF DETAILED PLAN DESCRIPTION............................................12 DETAILED PLAN DESCRIPTION PART 1: FREEWAYS....…….…...............................................................……..….......…21 PART 2: ARTERIALS...…...................…...........................….......................……...…….. 25

TABLE

TABLE 1: Typical Right-of-Way Standards........................................................................7

MAPS

MAP 1: Indianapolis Metropolitan Planning Area.............................….......................….iii MAP 2: Marion County Thoroughfare Plan.................................…….............................. 3 MAP 3: Marion County Thoroughfare Plan, CBD Insert..…..…...…................................ 4 MAP 4: Plan Supplement.....................…............................................……...................... 6 MAP 5: Development Areas.......................................................................…..............…. 9 MAP 6: Recommended Thoroughfare Priority Improvements.......................….............. 19

FIGURES

Figure 1: Typical Cross Section Six-Lane Divided Primary Arterial...........................…......................................….....................….10 Figure 2: Typical Cross Section Four-Lane Divided Arterial (Primary and Secondary)..….......................................….................…..10 Figure 3: Typical Cross Section Two-Lane Secondary Arterial…....…........................….11 Figure 4: Typical Cross Section Collector Street..........................….......…............…......11 Figure 5: Sample Page of The Detailed Plan Description ..........…...….......…...........…..13

INTRODUCTION The streets identified in the Thoroughfare Plan comprise an interconnecting hierarchical system of roadways that include freeways, expressways and arterials (primary and secondary). This system is intended to channel traffic onto the thoroughfare system and off of local streets, as well as to provide continuity and connectivity across the system. The fact that a street is on the system indicates its importance to the overall transportation network. The area’s limited financial resources are principally directed toward maintaining and improving the thoroughfare system. The system was developed using established principles relative to functional relationships, connectivity and arterial spacing. The Thoroughfare Plan also identifies major street improvements proposed for Marion County, Indiana. The proposed improvements are to provide roadway capacity needed to accommodate forecasted traffic demand to the year 2025. The future traffic demand is based on projected changes in population and employment. There are 1,029 miles of roads on the Thoroughfare Plan (see Maps 2 and 3). Of these, 208.18 miles have been recommended for major improvement by the year 2025. Priorities for these improvements range from "A" to "D", with "A" being the highest and "D" being the lowest. See page 18 for a detailed discussion of the priority setting procedure. Map 6, page 19, identifies the priority recommendations.

Priority Miles Construction Cost

A 61.47 $595,380,568 B 79.46 $1,145,917,093 C 25.52 $140,747,585

D 41.73 $393,022,939 TOTAL 208.18 $2,275,068,185 The Indianapolis Department of Public Works and the Indiana Department of Transportation are the responsible implementing agencies for these recommended improvements. The City of Carmel is responsible for improvements to 96th Street, the northern boundary of Marion County. Hendricks County is responsible for improvements along Raceway Road, the western boundary of Marion County. The Indianapolis Department of Public Works has the jurisdiction for implementing 108.71 miles of the recommended priority improvements at a total estimated construction cost of $489,999,771. The Indiana Department of Transportation has jurisdiction for implementing 99.47 miles of roadway improvements at a total estimated construction cost of $1,785,068,414.

Generally, the implementation of a roadway project in the Thoroughfare Plan progresses through the following six phases: 1. Feasibility Study 2. Environmental Impact Study 3. Preliminary Engineering 4. Final Design 5. Right-of-way Acquisition 6. Construction Typically three (3) years is needed to implement a major roadway project depending on the scope and complexity of the project. Public hearings by the implementing agency are often held as part of the planning and implementation of a project. Public hearings are required if federal funds are being used. In addition to these intermediate steps, final construction of a roadway is always subject to funding availability. In order for a project to receive federal funds it must be included in the Indianapolis Regional Transportation Improvement Program (IRTIP) which is prepared every year by the Indianapolis MPO, Division of Planning, Department of Metropolitan Development and adopted by the Metropolitan Development Commission. The IRTIP identifies the transportation improvements proposed for the Indianapolis Metropolitan Planning Area over a three-year period. The recommended improvements and priorities in this Thoroughfare Plan are based on the Indianapolis Regional Transportation Plan. The Plan was updated by the Indianapolis Metropolitan Planning Organization, Department of Metropolitan Development and was adopted by the Metropolitan Development Commission in April of 2002. The Regional Transportation Plan is consistent with the requirements of the 1991 Intermodal Surface Transportation Efficiency Act (ISTEA), Transportation Equity Act for the 21st Century (TEA 21) and was developed in cooperation with the Indianapolis Regional Transportation Council using documented procedures.

Detailed technical information supporting the development of the Indianapolis Regional Transportation Plan is contained in a series of technical reports located in the Division of Planning. An Executive Summary is available for purchase from the Division of Planning.

The Indianapolis Thoroughfare Plan Supplement contains sketch plans and project descriptions for the proposed new roadway segments shown on Map 4 and was completed and adopted in 1998. The supplement provides preliminary alignment information intended for use in preserving needed rights-of-way. Copies of the Indianapolis Thoroughfare Plan Supplement are available for purchase from the Division of Planning. Map 2 Marion County Thoroughfare Plan (click here for map)

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THOROUGHFARE PLANMARION COUNTY

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Map 3 Marion County Thoroughfare Plan CBD Insert (click here for map) In addition to recommending priority improvements, this Thoroughfare Plan report identifies the proposed right-of-way for each thoroughfare segment. Needed rights-of-way for roadway facilities are preserved where possible by the Metropolitan Development Commission in zoning petitions for properties which abut the thoroughfares and as part of the administration of Improvement Location Permits. The rights-of-way are protected from development to reduce the cost of future land acquisition and to minimize future disruption to persons living along the roadways should the need for improvements become necessary. Table 1, page 7, identifies right-of-way standards for the thoroughfare system. The actual amount of right-of-way preserved as part of the development process may be more or less than the standard, if the deviation from the standard is supported by planning or engineering justification. The Division of Planning should be notified of any deviations. Detailed technical information supporting the right-of-way standards in Table 1 is contained in the following Division of Planning document: Staff Memorandum: Recommendations for Revisions to the Thoroughfare Plan Right-of-Way Standards. (MDC Resolution 91-CPS-R-1). The typical right-of-way for a given roadway depends on its functional classification, proposed number of lanes and its development area location. Map 5, page 9, identifies the development area boundaries used for this purpose. Refer to page 14 for additional explanation of development area location. Figures 1 through 4 show typical cross sections for selected roadway functional classification and number of lanes. They are provided to help the reader visualize the design elements of selected roadways. Map 4 Plan Supplement (click here for map)

THOROUGHFARE PLANMARION COUNTY

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Typical Right-of-Way (R-O-W) Standards Section Reference Classification R-O-W (feet) Number Freeway: 10 Lanes 300 1A 8 Lanes 300 1 6 Lanes 300 2 4 Lanes 300 3 Expressway: 6 Lanes 200 4 4 Lanes 200 5 Two-Way Primary Arterial: 6 Lanes: Area 1 120 6A Area 2 140 6B Area 3 160 6C 4 Lanes: Area 1 100 7A Area 2 120 7B Area 3 140 7C One-Way Primary Arterial 3 Lanes: Area 1 70 8A.1 Area 2 90 8A.2 Area 3 100 8A.3 4 Lanes: Area 1 80 8B.1 Area 2 100 8B.2 Area 3 120 8B.3

TABLE 1 (Continued) Section Reference Classification R-O-W (feet) Number One-way Primary Arterial Continued: 5 Lanes: Area 1 100 8C.1 Area 2 120 8C.2 Area 3 140 8C.3 Two-Way Secondary Arterial: 4 Lanes: Area 1 100 9A Area 2 120 9B Area 3 140 9C 2 Lanes: Area 1 80 10A Area 2 80 10B Area 3 80 10C One-Way Secondary Arterial: 3 Lanes: Area 1 70 11A Area 2 90 11B Area 3 110 11C Collector: 70 Notes: 1 - See Map 5 on page 9 for area boundaries 2 - See Figures 1 through 4 for Typical Roadway Cross-Sections 3 - See text on page 16 for explanation of Section Reference Number

Map 5 Development Areas (click link for map) Figure 1 & 2 (coming soon) Figure 3 & 4 (coming soon) EXPLANATION OF DETAILED PLAN DESCRIPTION

The Detailed Plan Description section of this report contains two Parts:

Part 1: Freeways (Pages 21-24) Part 2: Arterials (Pages 25-54)

Figure 5 is a sample page of the detailed plan description. The columns of the detailed plan description have been numbered so that they correspond with the following column explanations. COLUMN 1: STREET AND SEGMENT The streets identified in the Thoroughfare Plan comprise a system that includes freeways, expressways and arterials (primary and secondary). The fact that a street is on the system indicates its importance to the overall transportation network. The area’s limited financial resources are principally directed toward maintaining and improving the thoroughfare system. The system was developed using established principles relative to functional relationships, connectivity and arterial spacing. In the downtown area and older parts of the city, the arterials are spaced as closely as a city block. As distance increases from the central part of the city the spacing of arterials is generally one mile. The functional hierarchy of the streets on the system is: freeways, expressways, primary arterials and secondary arterials. A street should connect with a roadway of equal or higher ranking so that local streets carry traffic to collectors, collectors carry traffic to arterials and arterials carry traffic to expressways and freeways. Functional definitions of street classifications, including non-thoroughfares (collectors and local streets), follow: 1. Freeways Divided highways with full control of access and grade-separated interchanges. Primary function is movement of traffic, in particular long trips made within and through the study area. These roads are designed for relatively high-speed operation. 2. Expressways Access controlled routes with design and operational characteristics similar to freeways, with some intersections at grade. Access control is usually obtained by using medians, frontage roads, and by selectively locating intersections. These roads are designed for relatively high speed operation.

DIVISION OF PLANNING

DEPARTMENT OF METROPOLITAN DEVELOPMENT

CITY OF INDIANAPOLIS

JUNE, 2002

99

DEVELOPMENT AREASDEVELOPMENT AREASMAP 5MAP 5

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3. Primary These routes have greater traffic-carrying capabilities and higher Arterials levels of service than other at-grade routes to channel major traffic movements. They either carry higher volumes than other adjacent Figure 5 Sample Page of Detailed Description routes or have the potential to carry higher volumes. They serve as connecting routes to the freeway system and to other primary arterials, and are oriented primarily to moving through traffic rather than serving abutting land use. 4. Secondary These routes serve a higher percentage of short trips than do primary Arterials arterials. They carry significant volumes and are needed to provide system continuity. 5. Collectors Primary function is to collect traffic from an area and move it to an arterial while also providing substantial service to abutting land uses. 6. Local These routes include the remainder of the surface streets. Their Streets primary function is to service abutting land-uses. COLUMN 2: DEVELOPMENT AREA LOCATION The right-of-way requirements for a given roadway classification vary depending on its location within Marion County. The county has been divided into three areas based on stages of development as shown on Map 5, page 9. The requirements are greater in the developing areas of the county. This distinction has been made to account for the fact that in built-up areas of the county, where the infrastructure and substantial development are in place, it is less likely that right-of-way preservation will not be an issue. Thus, the requirements reflect the need for wider right-of-way standards in less developed areas where opportunity exists to preserve right-of-way before development occurs. These areas were delineated by combining the seven stages of development identified in the Marion County Comprehensive Plan. The comprehensive plan differentiates the stages of urban development for the purpose of tailoring specific development goals and policies to specific stages of development. For purposes of this thoroughfare plan, the Comprehensive Plan’s Stage 1 (Regional Center Area), Stage 2 (Center City Revitalization Area) and Stage 3 (Established Center City Area) were combined into Area 1: Fully Developed. Area 1 has essentially been fully developed since 1950. In Area 1 almost all community services are in place but some may need

reconstruction or replacement due to age. Stage 4 (Suburban Revitalization Area) and Stage 5 (Established Suburban Area) were combined into Area 2: Partially Developed. The primary development in this area began in about 1950 and continues today. It is estimated that about 80% or more of the area is developed. Stage 6 (Developing Suburban Area) and Stage 7 (Rural Area) were combined into Area 3: Developing. The primary development in this area began around 1965 and continues today. COLUMN 3: EXISTING RIGHT-OF-WAY(R-O-W) AND PAVEMENT Existing R-O-W: This number indicates the approximate right-of-way currently existing for a particular roadway. This information is intended for planning purposes only and is not a legal description. A title search of the properties located on a particular roadway would be needed for a definitive description of existing right-of-way. This information can be obtained from the Marion County Recorder's Office. Existing Pavement: The existing pavement widths should be viewed as approximations. This information is intended for planning purposes only and is not a legal description. The number shown refers to the total width of the travel lanes of the roadway (it does not include auxiliary lanes, e.g. turn lanes). An undivided roadway is shown as a single number (e.g. "24" should be interpreted as a two lane road with a 12-foot lane in each direction) and a divided roadway is shown as two numbers separated by a hyphen (e.g. "24-24" should be interpreted as a four lane road with two 12-foot lanes in each direction, divided by a raised median, striped pavement or continuous left turn lane). COLUMN 4: PROPOSED R-O-W AND PAVEMENT Proposed R-O-W: This number indicates the standard right-of-way width needed if a roadway is improved in the future. Only the roadway segments having priority and cost estimates associated with them are proposed for implementation by the Year 2025. The city will attempt to protect this right-of-way during the development process to insure right-of-way is free of development when and if an improvement is implemented. The right-of-way standards were developed by the Department of Metropolitan Development, Division of Planning in cooperation with the Department's Division of Development Services and the Indianapolis Department of Public Works. The standards reflect the design practices of the Indianapolis Department of Public Works that are consistent with guidelines recommended by the American Association of State Highway and Transportation Officials (AASHTO) and the Federal Highway Administration. The standards underwent extensive technical and community review before being adopted by the Metropolitan Development Commission on January 2, 1991. In cases where the right-of-way standard is insufficient due to such conditions as irregular topography, creek and river crossings, bridges, or major intersections, additional right-of-way may be required if substantiated by technical justification. Likewise, under certain conditions, less than the standard may be required if substantiated by planning or engineering justification. The typical cross sections illustrated in Figures 1-4, pages 10 and 11 show the right-of-way components.

Segments containing an “S” in the proposed right-of-way column can be found in the Indianapolis Thoroughfare Plan Supplement (1998) which contains detailed right-of-way requirements for each proposed new roadway segment. Proposed Pavement: The information shown indicates the ultimate pavement width for the roadway segment. Only the roadway segments having priority and cost estimates associated with them are proposed for implementation by the Year 2025. The proposed pavement width for non-priority segments should be viewed as the ultimate design standard to be implemented when needed. See the explanation of priority on Page 17 for more detail. Again, as in the explanation of existing pavement, the number shown refers to the total width of the travel lanes of the roadway (it does not include auxiliary lanes, e.g. turn lanes). An undivided roadway is shown as a single number (e.g. "24" should be interpreted as a two lane road with a 12-foot lane in each direction) and a divided roadway is shown as two numbers separated by a hyphen (e.g. “24-24” should be interpreted as a four lane road with two 12-foot lanes in each direction divided by a raised median, striped pavement or continuous left turn lane). There may be instances where the pavement width is shown as “24”, even though it exists or could be constructed as two 12-foot travel lanes with a center lane. A four lane facility with an "-X" notation as part of its section reference number is recommended to initially be constructed as a two lane roadway with sufficient right-of-way preserved to construct a four lane roadway when needed. See the explanation of “section reference” below for more detail. At major intersections and entrances into properties where auxiliary lanes are needed, the pavement width will be greater than shown in this report. COLUMN 5: LENGTH This number indicates the length of the segment in miles. COLUMN 6: SECTION REFERENCE Initial Letter: This letter indicates whether a particular roadway is existing or proposed and if construction is required. It also indicates whether or not right-of-way must be acquired. Specifically: A = existing road; reconstruction as needed; preserve R-O-W B = proposed road; no construction; preserve R-O-W C = proposed road; construction required; obtain R-O-W D = existing road; no construction; preserve R-O-W E = existing road; construction required; obtain additional R-O-W F = existing road; construction required; adequate R-O-W available G = existing road; leave as is

Reference Number: This number corresponds to the functional classification and right-of-way requirements listed in Table 1, pages 7 and 8. The section reference number for certain proposed four lane roadway segments is followed by an "-X". This notation indicates a recommendation to design the project, at such time that it is implemented, for the initial construction of two lanes with a two-lane offset. The two-lane offset would be constructed when needed based on traffic demand. Right-of-way is to be preserved for a four-lane facility. The two lane offset recommendation is most often associated with proposals intended to fill in missing segments of the thoroughfare system. Thus, the recommendation is primarily a function of system continuity rather than traffic demand. COLUMN 7: COST ESTIMATES Cost estimates were developed as part of the update of the Indianapolis Regional Transportation Plan using a unit cost estimate procedure. Specific cost estimates come from the implementing agency. Estimates are based on the type of improvement (e.g. widening versus new roadway) and area location (e.g. central business district versus fringe areas). The cost estimating procedure is documented in Appendix B of Technical Memorandum, Task 22, Sketch Plans. This Memorandum is available at the Division of Planning. COLUMN 8: PRIORITY Only those roadway segments with an assigned priority and cost estimate are recommended for implementation by the Year 2025 (see Map 6). The priorities assigned to specific roadway segments were developed using a “ranker/rater” process as part of the Regional Transportation Plan update. Five evaluation categories were ranked and rated by citizens, planners, engineers and public officials. The five categories included: 1. Roadway Service 2. Transportation Preservation, Improvement, and Enhancement 3. Environmental 4. Multimodal Benefits 5. Community Impacts The information from the ranker-rater process was viewed along with a benefit/cost index in the final prioritizing of projects. The priority rankings were assigned to recommended implementation time frames:

Priority A: 2000-2006 Priority B: 2007-2015

Priority C: 2016-2020 Priority D: 2021-2025

The priority setting process is documented in Technical Memorandum, Task 29, Evaluation of Multi-Modal Transportation Needs Plan. It should be noted that these are recommended priorities. The decision to implement a project is made by the Indiana Department of Transportation and/or the Indianapolis Department of Public Works. Refer to the Indianapolis Regional Transportation Improvement Program Report for a listing of the existing three-year implementation program. It should also be noted that this Thoroughfare Plan is updated to keep it current as conditions change and new information becomes available. Therefore, over time, priorities may change or new priorities may be added to the plan. Such changes are adopted by the Metropolitan Development Commission as plan amendments. Because of the cost, this report is not necessarily reprinted each time the plan is amended. Persons who have provided the Division of Planning with a completed registration form found at the front of this report will automatically receive Plan changes as they are approved by the Metropolitan Development Commission. Corrections, questions or comments concerning this report should be referred to the Department of Metropolitan Development, Division of Planning, Transportation Planning Section at (317) 327-5151. Map 6 Recommended Thoroughfare Priority Improvements DETAILED PLAN DESCRIPTION Please click on following links to access the detailed description tables. PART 1: FREEWAY

PROPOSEDEXISTING

(2 LANE)

SECONDARY ARTERIALS

SECONDARY ARTERIALS

PRIMARY ARTERIALS

EXPRESSWAYS

FREEWAYS

INTERCHANGES

DIVISION OF PLANNING

DEPARTMENT OF METROPOLITAN DEVELOPMENT

CITY OF INDIANAPOLIS

1919

PRIORITY IMPROVEMENTSPRIORITY IMPROVEMENTSRECOMMENDED THOROUGHFARERECOMMENDED THOROUGHFARE

MAP 6MAP 6

MILES

0 1 2 3 4 5

PRIORITY PROJECTS

6 LANES TO 8 LANES

4 LANES TO 6 LANES

2 LANES TO 4 LANES

INTERCHANGES

RECOMMENDED IMPLEMENTATION

2016 - 2020

2007 - 2015

1998 - 2006 A

B

C

D

JUNE, 2002

2021 - 2025

8 LANES TO 10 LANES

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BB

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AA

A

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AA

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A

B

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AC

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CB

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AA

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A A A A

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BB

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EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

1. INTERSTATE 465 EAST LEG (SEE I-465 NORTH LEG)A. I-69 - 56TH ST 3 200 36-36 300 48-48 2.80 F-2 $650,000 AB. 56TH ST INTERCHANGE MODIFICATION 3 - - - - 0 - $46,000,000 AC. 56TH ST - PENDLETON PIKE 2 200 36-36 300 60-60 1.70 F-2 $42,993,224 AD. PENDLETON PIKE - I-70 2 200 36-36 300 60-60 2.35 F-2 $54,000,000 AE. I-70 - WASHINGTON ST 2 200 36-36 300 48-48 1.85 F-2 $36,693,861 AF. WASHINGTON ST - BROOKVILLE RD 3 200 36-36 300 48-48 1.54 G-2 $11,206,800 DG. BROOKVILLE RD INTERCHANGE MODIFICATION 3 - - - - 0 - $5,900,000 AH. BROOKVILLE RD - SHADELAND AV 3 200 24-24 300 24-24 0.90 G-3 $6,724,080 DI. SHADELAND AV INTERCHANGE MODIFICATION 3 - - - - 0 - $6,400,000 AJ. SHADELAND AV - I-74 3 200 36-36 300 48-48 0.78 F-2 $5,603,400 DK. I-74 INTERCHANGE MODIFICATION 3 - - - - 0 - $19,000,000 A (SEE I-465 SOUTH LEG)

2. INTERSTATE 465 NORTH LEGA. I-865 - MICHIGAN RD 3 200 36-36 300 60-60 2.00 F-2 $26,126,667 BB. MICHIGAN RD - MERIDIAN ST 3 200 36-36 300 48-48 3.83 F-2 $85,089,308 BC. MERIDIAN ST - KEYSTONE AV 3 200 36-36 300 60-60 2.00 F-2 $95,320,250 BD. KEYSTONE AV - ALLISONVILLE RD 3 200 36-36 300 48-48 2.02 F-2 $51,916,346 BE. ALLISONVILLE RD - I-69 3 200 36-36 300 48-48 1.55 F-2 $40,289,248 B (SEE I-465 EAST LEG)

3. INTERSTATE 465 SOUTH LEG (SEE I-465 WEST LEG)A. KENTUCKY AV - MANN RD 3 200 36-36 300 48-48 1.14 F-2 $8,333,635 DB. MANN RD INTERCHANGE 3 - - - - - C-2C. MANN RD - HARDING ST 3 200 36-36 300 48-48 2.11 F-2 " DD. HARDING ST INTERCHANGE MODIFICATION 3 - - - - - F-2 $12,000,000 AE. HARDING ST - EAST ST 2 200 36-36 300 48-48 2.16 F-2 $47,634,365 DF. EAST ST - I-65 2 200 36-36 300 48-48 2.25 F-2 " DG. I-65 - EMERSON AV 3 200 36-36 300 48-48 1.39 F-2 $10,086,120 DH. EMERSON AV - I-74 3 200 36-36 300 48-48 3.20 F-2 $22,973,940 D (SEE I-465 EAST LEG)

4. INTERSTATE 465 WEST LEGA. 96TH ST - 86TH ST 3 200 36-36 300 60-60 1.30 F-2 $13,063,333 BB. 86TH ST INTERCHNAGE MODIFICATION 3 - - - - 0 E-2 $5,100,000 AC. 86TH ST - 71ST ST 3 200 36-36 300 60-60 1.95 F-2 $24,506,667 BD. 71ST ST INTERCHANGE MODIFICATION 3 - - - - 0 E-2 $7,525,000 AE. 71ST ST - I-65 3 200 36-36 300 60-60 1.20 F-2 $12,253,333 BF. I-65 - 56TH ST 3 200 36-36 300 60-60 0.74 F-2 $15,000,000 BG. 56TH ST INTERCHANGE 3 - - - - - C-3 BH. 56TH ST - 38TH ST 3 200 36-36 250 60-60 2.07 F-2 $15,000,000 BI. 38TH ST - I-74 3 200 36-36 300 60-60 1.24 F-2 $15,000,000 AJ. I-74 - 10TH ST 2 200 36-36 300 60-60 1.90 F-2 $47,000,000 AK. 10TH ST - ROCKVILLE RD W / INTERCHANGE MODIFICATION 2 200 36-36 300 60-60 1.03 F-2 $36,000,000 CL. ROCKVILLE RD - WASHINGTON ST 2 200 36-36 300 60-60 1.21 F-2 $22,000,000 AM. WASHINGTON ST - AIRPORT EXWY 3 200 36-36 300 60-60 1.27 G-2 $32,641,702 BN. AIRPORT EXWY - I-70 3 200 36-36 300 60-60 1.22 F-2 $31,361,636 BO. I-70 - KENTUCKY AV 3 200 36-36 300 36-36 0.81 F-2 $69,728,449 B (SEE I-465 SOUTH LEG)

5. INTERSTATE 65 NORTH LEGA. I-865 - 71ST ST 3 200 24-24 300 36-36 5.70 F-3 $11,550,000 BB. 71ST ST - I-465 3 200 24-24 300 36-36 1.00 F-3 $36,760,000 BC. I-465 - LAFAYETTE RD 3 200 36-36 300 36-36 2.42 G-3D. LAFAYETTE RD - 38TH ST 3 200 36-36 300 36-36 1.90 G-3E. 38TH ST - DR M.L. KING JR ST 1 200 36-36 200 48-48 1.80 F-3 $75,000,000 DF. DR M.L. KING JR ST - 30TH ST 1 200 36-36 200 48-48 0.40 F-2 " DG. 30TH ST - 21ST ST 1 200 36-36 200 48-48 1.06 F-2 " DH. 21ST ST - WEST ST 1 200 36-36 200 48-48 0.80 F-2 " DI. WEST ST - I-70 1 200 36-36 200 60-60 1.30 F-2 " D (SEE I-65 - I-70 NORTH)

6. INTERSTATE 65/70 NORTH (SEE I-65 NORTH)A. I-70 - MARKET ST 1 200 36-36 200 48-48 1.00 F-2 $1,743,000 AB. MARKET ST - WASHINGTON ST 1 200 36-36 200 48-48 0.10 F-2 $125,000,000 BC. WASHINGTON ST - MORRIS ST 1 200 36-36 200 48-48 1.03 F-2 " B

7. INTERSTATE 65 SOUTH LEGA. I-70 WEST - RAYMOND ST 1 200 36-36 200 48-48 1.14 F-2 $42,900,000 BB. RAYMOND ST - KEYSTONE AV 2 200 36-36 300 48-48 2.00 F-2 " BC. KEYSTONE AV - I-465 2 200 36-36 300 48-48 1.11 F-2 " B

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

23

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EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

D. I-465 - SOUTHPORT RD 3 200 36-36 300 48-48 2.90 F-2 $25,650,000 BE. SOUTHPORT RD - COUNTY LINE S RD 3 200 36-36 300 48-48 2.34 F-2 $49,370,370 B

8. INTERSTATE 69A. 96TH ST - 82ND ST 3 200 36-36 300 48-48 1.75 F-2 $37,033,640 BB. 82ND ST - I-465 3 200 36-36 300 48-48 0.82 F-2 " B (SEE BINFORD BLVD)

9. INTERSTATE 70 EAST LEGA. I-65 - KEYSTONE AV 1 200 60-60 200 72-72 1.50 E-1 $75,000,000 BB. KEYSTONE AV - EMERSON AV 2 200 48-48 300 60-60 1.90 F-2 " BC. EMERSON AV - SHADELAND AV 2 200 48-48 300 60-60 2.30 F-2 " BD. SHADELAND AV - I-465 2 200 48-48 300 60-60 0.60 G-1 $30,000,000 BE. I-465 - POST RD 2 200 36-36 300 48-48 1.30 G-2F. POST RD - GERMAN CHURCH RD 3 200 24-24 300 36-36 2.00 F-3 $11,895,444 BG. GERMAN CHURCH RD INTERCHANGE 3 - - - - 0 C-2 $4,071,186 CH. GERMAN CHURCH RD - E CARROLL RD 3 200 24-24 300 36-36 1.00 F-3 $59,477,722 D

10. INTERSTATE 70 WEST LEGA. SIX POINTS RD / AIRPORT INTERCHANGE 3 - - - - 0 C-3 $31,724,502 AB. SIX POINTS RD/AIRPORT INTERCHANGE - I-465 3 200 36-36 300 60-60 3.45 F-2 $61,500,000 AC. I-465 - AIRPORT EXWY 3 200 36-36 300 36-36 1.75 G-2D. AIRPORT EXWY - HOLT RD 2 200 36-36 300 48-48 1.82 F-2 $75,000,000 DE. HOLT RD - HARDING ST 2 200 36-36 300 48-48 2.00 F-2 " DF. HARDING ST - BLUFF RD 1 200 36-36 200 48-48 1.00 F-2 " DG. BLUFF RD - MERIDIAN ST 1 200 36-36 200 48-48 0.45 F-2 D

11. INTERSTATE 74 WEST LEGA. RACEWAY RD - DANDY TRAIL 3 200 24-24 300 36-36 1.76 F-3 $47,200,000 CB. DANDY TRAIL - I-465 3 200 24-24 300 36-36 1.55 F-3 " CC. I-465 - CRAWFORDSVILLE RD 2 200 24-24 300 36-36 0.38 F-3 " C

12. INTERSTATE 74 EAST LEGA. SOUTHEASTERN AV - I-465 3 200 24-24 300 24-24 0.80 G-3B. I-465 - POST RD 3 200 24-24 300 24-24 2.20 G-3C. POST RD INTERCHANGE MODIFICATION 3 - - - - 0 E-3 4,071,186 BD. POST RD - ACTON RD 3 200 24-24 300 24-24 3.00 G-3

13. INTERSTATE 865 A. I-65 - I-465 3 200 36-36 300 36-36 3.50 G-2

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

24

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

DETAILED PLAN DESCRIPTION _____ PART 2: ARTERIALS

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

1. ACTON ROAD (SEE SENOUR RD)A. I-74 - SOUTHPORT RD 3 45 18 140 24-24 1.30 A-7CB. SOUTHPORT RD - BOUNDARY 3 45 18 140 24-24 1.50 A-7C

2. AIRPORT EXPRESSWAYA. HIGH SCHOOL RD - I-465 3 160 50 160 36-36 0.28 A-4B. I-465 - LYNHURST DR 3 180 24-24 180 36-36 0.75 A-4C. LYNHURST DR - I-70 2 170 24-24 170 36-36 0.70 A-4D. I-70 - HOLT RD 2 170 24-24 170 36-36 0.70 A-4E. HOLT RD - BEDFORD AV 2 120 36-36 120 36-36 1.14 G-4F. BEDFORD AV - KENTUCKY AV 2 120 36-36 120 36-36 0.26 G-4G. KENTUCKY AV - HARDING ST 1 100 24-24 100 24-24 0.53 G-4 (SEE RAYMOND ST)

3. ALABAMA STREETA. NORTH ST - MICHIGAN ST 1 90 60 90 60 0.10 G-7AB. MICHIGAN ST - VERMONT ST 1 90 50 90 50 0.09 G-8C.1C. VERMONT ST - NEW YORK ST 1 90 60 90 60 0.10 G-8C.1D. NEW YORK ST - MARKET ST 1 90 60 90 60 0.20 G-8C.1E. MARKET ST - WASHINGTON ST 1 90 60 90 60 0.10 G-8C.1F. WASHINGTON ST - MARYLAND ST 1 90 60 90 60 0.10 G-7A

4. ALBANY STREET (SEE TROY AV)A. PERKINS AV - SHERMAN DR 2 50 36 120 24-24 0.51 A-7BB. SHERMAN DR - 14TH AV 2 90 48 120 24-24 0.20 A-7BC. 14TH AV - EMERSON AV 1 50 24 50 24 0.80 G-7A (SEE TROY AV)

5. ALLISONVILLE ROADA. 96TH ST - I-465 3 120 24-24 160 36-36 1.32 E-9C $5,527,617 BB. I-465 - 82ND ST 3 180 36-36 180 36-36 0.30 A-9CC. 82ND ST - KESSLER BL 2 90 24 120 24-24 3.49 E-9B $15,305,678 BD. KESSLER BLVD - FALL CREEK PARKWAY, NORTH DR 2 90 24 120 24-24 2.41 A-9B $9,975,586 B

6. AMERIPLEX PARKWAYA. STANLEY - SR 67 3 - 0 140 24-24 1.17 C-7C $7,674,982 AB. SR 67 - CAMBY RD (20) 3 - 0 140 24-24 2.30 C-7C-X

7. ARLINGTON AVENUEA. 56TH ST - 46TH ST 2 100 24-24 120 24-24 0.95 G-7BB. 46TH ST - 42ND ST 2 100 24-24 120 24-24 0.50 A-7BC. 42ND ST - 38TH ST 2 100 24-24 120 24-24 0.51 A-7BD. 38TH ST - 34TH ST 2 90 24-24 120 24-24 0.49 G-7BE. 34TH ST - 30TH ST 2 90 24-24 120 24-24 0.50 G-7BF. 30TH ST - 22ND ST 2 90 24-24 120 24-24 0.91 G-7BG. 22ND ST - 21ST ST 2 90 24-24 120 24-24 0.10 G-7BH. 21ST ST - 16TH ST 2 50 40 120 24-24 0.51 A-7BI. 16TH ST - 14TH ST 2 60 40 120 24-24 0.12 A-7BJ. 14TH ST - 10TH ST 2 50 40 120 24-24 0.37 A-7BK. 10TH ST - 9TH ST 1 90 40 90 40 0.11 G-7AL. 9TH ST - PLEASANT RUN PKY, N DR 1 60 40 60 40 0.25 G-7AM. PLEASANT RUN PKY, N DR - WASHINGTON ST 1 60 38 60 38 0.35 G-7AN. WASHINGTON ST - BROOKVILLE RD 1 60 36 60 36 0.93 G-7AO. BROOKVILLE RD - MINNESOTA ST 3 70 20 140 24-24 0.74 A-7CP. MINNESOTA ST - RAYMOND ST 3 50 21 140 24-24 0.55 A-7CQ. RAYMOND ST - SOUTHEASTERN AV 3 50 20 140 24-24 0.28 A-7CR. SOUTHEASTERN AV - TROY AV 3 60 20 140 24-24 0.72 A-7CS. TROY AV - THOMPSON RD 3 50 20 140 24-24 2.00 A-7CT. THOMPSON RD - EDGEWOOD AV 3 50 20 140 24-24 0.95 A-9CU. EDGEWOOD AV - SHELBYVILLE RD 3 50 20 140 24-24 0.37 A-9CV. SHELBYVILLE RD - SOUTHPORT RD 3 50 20 140 24-24 0.68 A-9CW. SOUTHPORT RD - COUNTY LINE S RD 3 50 18 140 24-24 2.04 A-9C (SEE ARLINGTON AV: JOHNSON COUNTY)

8. BELMONT AVENUEA. 10TH ST - MICHIGAN ST 1 70 30 70 30 0.40 G-10AB. MICHIGAN ST - WASHINGTON ST 1 60 30 60 30 0.58 G-10AC. WASHINGTON ST - MARYLAND ST 1 50 40 50 40 0.03 G-10AD. MARYLAND ST - OLIVER ST 1 70 24 70 24 0.53 G-10AE. OLIVER ST - WYOMING ST 1 70 30 70 30 0.21 G-10AF. WYOMING ST - MORRIS ST 1 55 30 55 30 0.28 G-10AG. MORRIS ST - MINNESOTA ST 1 55 30 55 30 0.50 G-10AH. MINNESOTA ST - KENTUCKY AV 1 50 30 50 30 0.46 G-10A

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

23

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

9. BINFORD BL.A. 75TH ST - ALLISONVILLE RD 2 170 24-24 170 36-36 7.10 A-6B(SEE SR 37 NORTH)

9. BLOYD AVENUE (SEE 22ND ST)A. SHELDON ST - GREENBRIER LE (10) 1 - 0 S 0 0.28 C-10AB. GREENBRIER LE - RURAL ST 1 50 33 50 33 0.48 C-10AC. RURAL ST - DEARBORN ST (24) 1 - 0 S 0 0.28 C-7A (SEE 21ST ST)

10. BLUFF ROAD (SEE WEST ST)A. WEST ST - TROY AV 2 50 22 120 24-24 0.61 E-7B $2,951,600 DB. TROY AV - HANNA AV 2 50 22 120 24-24 1.00 E-7B " DC. HANNA AV - BANTA RD 3 50 22 140 24-24 2.55 E-7C $14,216,446 DD. BANTA RD - SOUTHPORT RD 3 60 22 140 24-24 0.51 E-7C " DE. SOUTHPORT RD - SR 37 EXWY 3 33 22 140 24-24 0.59 E-7C " D (SEE SR-37 EXWY)

11. BRANDT ROADA. 96TH ST - RIVER RD 3 40 18 80 24 0.51 A-10C (SEE RIVER ROAD)

12. BROAD RIPPLE AVENUEA. COLLEGE AV - GUILFORD AV 1 62 51 62 51 0.15 G-9AB. GUILFORD AV - COMPTON ST 1 70 51 70 51 0.21 G-9AC. COMPTON ST - HAVERFORD AV 1 85 44 85 44 0.13 G-9AD. HAVERFORD AV - EVANSTON AV 1 70 44 70 44 0.50 G-9A (SEE 62ND ST)

13. BROOKSIDE PKWY, S DRIVE (SEE NOWLAND AV)A. JEFFERSON AV - KEYSTONE AV 1 60 40 60 40 0.16 G-7AB. KEYSTONE AV - PARKER AV 1 60 40 60 40 0.48 G-7AC. PARKER AV - SHERMAN DR 1 50 34 50 40 0.65 G-7A (SEE 16TH ST)

14. BROOKVILLE ROAD (SEE ENGLISH AV)A. ENGLISH AV - RITTER AV 1 66 50 66 50 0.16 G-7AB. RITTER AV - GRAHAM AV 1 66 50 66 50 0.26 G-7AC. GRAHAM AV - ARLINGTON AV 1 74 50 74 50 0.26 G-7AD. ARLINGTON AV - HUNTER DR 3 90 24 140 24-24 0.77 E-7C $2,500,000 AE. HUNTER DR - ROAD 100 3 100 48 140 24-24 0.43 A-7CF. ROAD 100 - SHORTRIDGE RD 3 120 48 160 36-36 0.28 A-6CG. SHORTRIDGE RD - I-465 3 120 48 160 36-36 0.20 A-6CH. I-465 - FRANKLIN RD 3 100 48 160 36-36 0.82 E-6C $3,214,643 AI. FRANKLIN RD - POST RD 3 50 22 140 36-36 0.94 E-7C $5,075,463 AJ. POST RD - DAVIS RD 3 50 21 140 24-24 1.13 E-7C AK. DAVIS RD - GERMAN CHURCH RD 3 50 22 140 24-24 0.99 E-7C $5,710,000 AL. GERMAN CHURCH RD - E CARROLL RD 3 55 22 140 24-24 1.01 E-7C A

15. BURDSAL PARKWAYA. HARDING ST - 24TH ST 1 180 66 180 66 0.65 G-6A (SEE FALL CREEK BL)

16. CALVARY STREET (SEE MCCARTY ST)A. VIRGINIA AV - FLETCHER AV 1 60 40 60 40 0.25 G-7AB. FLETCHER AV - ENGLISH AV 1 60 40 60 40 0.10 G-7A (SEE ENGLISH AV)

17. CAMBY ROADA. SR 67 - TROTTER RD 3 60 18 140 24-24 0.15 A-7CB. TROTTER RD - MENDENHALL RD 3 55 18 140 24-24 1.00 A-7CC. MENDENHALL RD - MOORESVILLE RD 3 60 18 140 24-24 0.75 A-7CD. MOORESVILLE RD - MANN RD (18) 3 - 0 S 24-24 1.49 B-7C-X (SEE SOUTHPORT RD)

18. CAPITOL AVENUEA. WESTFIELD BL - 52ND ST 1 60 36 60 36 0.40 G-9AB. 52ND ST - 46TH ST 1 60 36 60 36 0.60 G-9AC. 46TH ST - 38TH ST 1 60 40 60 40 1.00 G-9AD. 38TH ST - 34TH ST 1 60 40 60 40 0.52 G-8B.1E. 34TH ST - 21ST ST 1 70 40 70 40 1.54 G-8B.1F. 21ST ST - 10TH ST 1 70 54 70 54 0.86 G-8C.1G. 10TH ST - WASHINGTON ST 1 90 60 90 60 1.01 G-8C.1H. WASHINGTON ST - GEORGIA ST 1 90 50 90 50 0.20 G-8C.1

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

24

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-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

I. GEORGIA ST - SOUTH ST 1 90 50 90 50 0.20 G-8C.1J. SOUTH ST - MERRILL ST 1 90 32 90 32 0.17 G-8B.1K. MERRILL ST - MCCARTY ST 1 60 32 60 32 0.17 G-8B.1L. MCCARTY ST - WYOMING ST 1 60 30 60 30 0.10 G-8B.1M. WYOMING ST - I-70 (RAMP) 1 150 20 150 20 0.12 G-8B.1

19. E. CARROLL ROADA. 86TH ST - 62ND ST 3 45 16 140 24-24 2.95 A-9CB. 62ND ST - 56TH ST 3 45 16 140 24-24 0.90 A-9CC. 56TH ST - 46TH ST 3 45 16 140 24-24 0.86 A-9CD. 46TH ST - 38TH ST 3 50 16 140 24-24 1.01 A-9CE. 38TH ST - 30TH ST 3 45 15 140 24-24 1.01 A-9CF. WASHINGTON ST - BROOKVILLE RD 3 50 18 140 24-24 2.99 A-9CG. BROOKVILLE RD - MCGREGOR RD 3 50 18 140 24-24 5.20 A-9C

20. CARSON AVENUEA. SHELBY ST - TROY AV 2 60 19 80 24 0.21 A-10BB. TROY AV - MARTIN ST 2 70 19 80 24 0.28 A-10BC. MARTIN ST - SUMNER AV 2 50 19 80 24 0.40 A-10BD. SUMNER AV - HANNA AV 2 50 19 80 24 0.64 A-10BE. HANNA AV - THOMPSON RD 2 50 19 80 24 1.30 A-10B

21. CENTRAL AVENUEA. WESTFIELD BL - KESSLER BL 1 60 44 60 44 0.30 G-9AB. KESSLER BL - 38TH ST 1 60 44 60 44 2.56 G-9AC. 38TH ST - 34TH ST 1 60 45 60 45 0.51 G-7AD. 34TH ST - 25TH ST 1 60 36 60 36 0.99 G-8B.1E. 25TH ST - 22ND ST 1 50 36 50 36 0.38 G-8B.1F. 22ND ST - 16TH ST 1 60 36 60 36 0.62 G-8B.1G. 16TH ST - 10TH ST 1 65 36 65 36 0.49 G-8B.1 (SEE EAST ST)

22. CHURCHMAN AVENUE (SEE 13TH AV)A. 13TH AV - 6TH AV 2 50 22 80 24 0.47 A-10B (SEE CINCINNATI ST)

23. CHURCHMAN BYPASS (SEE CHURCHMAN RD)A. CHURCHMAN RD - HANNA AV 3 50 22 80 24 0.60 A-10C

24. CHURCHMAN ROAD (SEE CINCINNATI ST)A. VAN WINKLE ST - CHURCHMAN BP 3 40 20 80 24 0.80 A-10C (SEE CHURCHMAN BYPASS)

25. CINCINNATI STREET (SEE CHURCHMAN AV)A. 6TH AV - VAN WINKLE ST 3 50 22 80 24 0.40 A-10C (SEE CHURCHMAN RD)

26. COLLEGE AVENUEA. 96TH ST - 86TH ST 3 90 22 140 24-24 1.00 E-7CB. 86TH ST - 82ND ST 2 90 22 120 24-24 0.43 E-7BC. 82ND ST - 71ST ST 2 90 22 120 24-24 1.55 E-7BD. 71ST ST - 65TH ST 1 100 24-24 100 24-24 0.65 G-7AE. 65TH ST - BROAD RIPPLE AV 1 100 44 100 44 0.25 G-7AF. BROAD RIPPLE AV - KESSLER BL 1 85 54 85 54 0.51 G-7AG. KESSLER BL - 52ND ST 1 90 54 90 54 1.15 G-7AH. 52ND ST - FAIRFIELD AV 1 80 50 80 50 1.89 G-7A I. FAIRFIELD AV - 34TH ST 1 80 50 80 50 0.10 G-7AJ. 34TH ST - 30TH ST 1 80 50 80 50 0.50 G-7AK. 30TH ST - FALL CREEK PKY, N DR 1 80 50 80 50 0.10 G-7AL. FALL CREEK PKY, N DR - 16TH ST 1 80 48 80 48 1.38 G-7AM. 16TH ST - 11TH ST 1 80 55 80 55 0.45 G-7AN. 11TH ST - 10TH ST 1 120 55 120 55 0.11 G-7AO. 10TH ST - MASSACHUSETTS AV 1 100 42 100 42 0.07 G-7AP. MASSACHUSETTS AV - MICHIGAN ST 1 60 44 60 44 0.26 G-8B.1Q. MICHIGAN ST - NEW YORK ST 1 60 38 60 38 0.19 G-8B.1R. NEW YORK ST - OHIO ST 1 60 38 60 38 0.10 G-8B.1S. OHIO ST - MARKET ST 1 60 38 60 38 0.10 G-8B.1T. MARKET ST - WASHINGTON ST 1 60 38 60 38 0.09 G-8B.1U. WASHINGTON ST - VIRGINIA AV 1 60 33 60 33 0.63 G-8B.1

27. COMMERCE AVENUE (SEE 16TH ST) A. ROOSEVELT AV - WINDSOR ST 1 50 40 50 40 0.28 G-7A (SEE NOWLAND AV)

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

25

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-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

28. CONCORD STREET (SEE KESSLER BL N DR) A. 16TH ST - WALNUT ST 1 45 22 45 22 1.02 G-9A B. WALNUT ST - MICHIGAN ST 1 55 28 55 28 0.20 G-9A C. MICHIGAN ST - VERMONT ST 1 60 30 60 30 0.10 G-9A (SEE VERMONT ST)

29. COOPER ROAD (SEE TOWNSHIP LINE RD)A. MICHIGAN RD - 62ND ST (7) 3 - 0 S 24-24 0.91 B-7C-X $3,940,340 CB. 62ND ST - 56TH ST 2 50 20 120 24-24 0.98 A-7B (SEE KESSLER BL N DR)

30. COSSELL ROADA. 10TH ST - GRANDE AV 1 40 20 40 20 0.73 G-7AB. GRANDE AV - LYONS AV 1 50 20 50 20 0.05 G-7A (SEE MICHIGAN ST)

31. COUNTRY CLUB ROAD (SEE DANDY TRAIL)A. CRAWFORDSVILLE RD - MAURICE DR 3 40 16 140 24-24 0.65 A-9CB. MAURICE DR - 21ST ST 3 80 16 140 24-24 0.48 A-9CC. 21ST ST - OLD FARM LE 3 80 16 140 24-24 0.15 A-9CD. OLD FARM LE - 10TH ST 3 45 16 140 24-24 0.86 A-9CE. 10TH ST - ROCKVILLE RD 3 50 16 140 24-24 1.03 A-9C (SEE BRIDGEPORT RD)

32. COUNTY LINE SOUTH ROADA. SR 37 - MORGANTOWN RD 3 50 20 140 24-24 0.45 E-7C $914,728 DB. MORGANTOWN RD - MERIDIAN ST 3 50 20 140 24-24 2.00 A-7CC. MERIDIAN ST - SHELBY ST 3 50 22V 140 24-24 1.00 E-7C $3,034,431 AD. SHELBY ST - U.S. 31 3 100 24-24 140 24-24 0.76 G-7CE. U.S. 31 - HARDEGAN 3 100 24-24 140 24-24 0.76 G-7CF. HARDEGAN - MADISON AV 3 50 50 140 24-24 0.52 A-7CG. MADISON AV - EMERSON AV 3 50 24-24 140 24-24 1.83 E-7CH. EMERSON AV - I-65 3 50 36-36 140 24-24 0.45 E-7CI. I-65 - ARLINGTON AV 3 50 24-24 140 24-24 0.55 E-7CJ. ARLINGTON AV - FIVE POINTS RD 3 40 20 140 24-24 1.00 A-7CK. FIVE POINTS RD - FRANKLIN RD (19) 3 - 0 S 24-24 1.38 B-7C-X

33. CRAWFORDSVILLE ROADA. RACEWAY RD - CONRAIL 3 60 24 140 24-24 0.70 A-7CB. CONRAIL - COUNTRY CLUB RD 3 50 24 140 24-24 0.40 A-7CC. COUNTRY CLUB RD - GIRLS SCHOOL RD 3 50 24 140 24-24 1.10 A-7CD. GIRLS SCHOOL RD - HIGH SCHOOL RD 3 120 24-24 149 24-24 1.15 G-7CE. HIGH SCHOOL RD - CUNNINGHAM RD 2 250 24-24 250 36-36 0.34 A-6BF. CUNNINGHAM RD - 22ND ST 2 80 24-24 140 36-36 0.58 A-6BG. 22ND ST - LYNHURST DR 2 120 24-24 140 36-36 0.35 A-6BH. LYNHURST DR - WINTON AV 2 80 24-24 140 36-36 0.22 A-6BI. WINTON AV - GEORGETOWN RD 2 80 24-24 140 36-36 0.43 A-6B

34. CUMBERLAND ROADA. 30TH ST - 21ST ST 3 50 16 80 24 1.05 A-10CB. 21ST ST - 10TH ST 3 50 17 80 24 1.00 A-10CC. 10TH ST - WASHINGTON ST 3 50 18 80 24 0.40 A-10C

35. CUNNINGHAM ROADA. CRAWFORDSVILLE RD - 21ST ST 2 50 20 120 24-24 0.30 A-9BB. 21ST ST - 16TH ST 2 65 48 120 24-24 0.50 A-9B (SEE 16TH ST)

36. DANDY TRAILA. 38TH ST - 34TH ST. 3 100 24-24 140 24-24 0.40 A-7CB. 34TH ST - CRAWFORDSVILLE RD. 3 100 20 140 24-24 0.60 E-7C $2,398,708 C (SEE COUNTRY CLUB RD)

37. DAVIS ROAD (SEE MITTHOEFER RD)A. BROOKVILLE RD - RAYMOND ST 3 40 16 140 24-24 0.10 A-9CB. RAYMOND ST - TROY AV 3 40 16 140 24-24 1.00 A-9CC. TROY AV - VANDERGRIFF RD 3 40 16 140 24-24 0.70 A-9C

38. DEAN ROADA. 82ND ST - 79TH ST 3 50 18 140 24-24 0.69 A-9CB. 79TH ST - 75TH ST 2 80 18 120 24-24 0.49 A-9BC. 75TH ST - 71ST ST 2 80 18 120 24-24 0.52 A-9BD. 71ST ST - 65TH ST 2 60 18 120 24-24 0.50 A-9BE. 65TH ST - 62ND ST 2 60 18 120 24-24 0.50 A-9B

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

26

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-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

39. DELAWARE STREETA. 30TH ST - 29TH 1 50 35 50 35 0.12 G-8B.1B. 29TH ST - FALL CREEK PKY 1 50 35 50 35 0.16 G-8B.1C. FALL CREEK PKY, N DR - FALL CREEK PKY, S DR 1 60 40 60 40 0.05 G-8B.1D. FALL CREEK PKY, S DR - 25TH ST 1 60 40 60 40 0.15 G-8B.1E. 25TH ST - 23RD ST 1 60 50 60 50 0.38 G-8C.1F. 23RD ST - 22ND ST 1 66 50 66 50 0.32 G-8C.1G. 22ND ST - 19TH ST 1 70 50 70 50 0.32 G-8C.1H. 19TH ST - 16TH ST 1 60 50 60 50 0.29 G-8C.1I. 16TH ST - 11TH ST 1 76 54 76 54 0.44 G-8C.1J. 11TH ST - ST. CLAIR ST 1 60 50 60 50 0.28 G-8C.1K. ST. CLAIR ST - NORTH ST 1 90 60 90 60 0.18 G-8C.1L. NORTH ST - MICHIGAN ST 1 90 60 90 60 0.10 G-8C.1M. MICHIGAN ST - MARKET ST 1 90 60 90 60 0.40 G-8C.1N. MARKET ST - MARYLAND ST 1 90 60 90 60 0.10 G-8C.1O. MARYLAND ST - GEORGIA ST 1 90 60 90 60 0.10 G-8C.1P. GEORGIA ST - SOUTH ST 1 90 60 90 60 0.10 G-8C.1Q. SOUTH ST - MERRILL ST 1 80 46 80 46 0.17 G-8C.1R. MERRILL ST - MADISON AV 1 80 50 80 50 0.34 G-8C.1 (SEE MADISON AV)

40. DITCH ROADA. 96TH ST - 86TH ST 3 80 17 140 24-24 1.00 A-9CB. 86TH ST - 79TH ST 2 80 20 120 24-24 1.00 A-9BC. 79TH ST - GRANDVIEW DR 2 120 20 120 24-24 0.18 A-9B (SEE GRANDVIEW DR)

41. DR. ANDREW J. BROWN AV (SEE SUTHERLAND AV)A. SUTHERLAND AV - 33RD ST 1 90 50 90 50 0.04 G-9AB. 33RD ST - 30TH ST 1 100 50 100 50 0.36 G-9AC. 30TH ST - 22ND ST 1 100 50 100 50 0.90 G-7AD. 22ND ST - 16TH ST 1 100 50 100 50 0.63 G-7A

42. DR. M. L. KING JR. ST (SEE MICHIGAN RD)A. 38TH ST - CLIFTON ST 1 73 37 73 37 0.25 G-7AB. CLIFTON ST - I-65 1 80 50 80 50 0.70 G-7AC. I-65 - 30TH ST 1 80 50 80 50 0.10 G-7AD. 30TH ST - 29TH ST 1 80 50 80 50 0.13 G-7AE. 29TH ST - FALL CREEK PKY, N DR 1 80 50 80 50 0.75 G-7AF. FALL CREEK PKY, N DR - 16TH ST 1 60 45 60 45 0.64 G-7AG. 16TH ST - 15TH ST 1 60 50 60 50 0.09 G-7AH. 15TH ST - 13TH ST 1 90 50 90 50 0.13 G-7AI. 13TH ST - 12TH ST 1 90 50 90 50 0.11 G-7AJ. 12TH ST - 11TH ST 1 100 50 100 50 0.08 G-7AK. 11TH ST - 10TH ST 1 100 50 100 50 0.10 G-7AL. 10TH ST - NORTH ST 1 120 36-36 120 36-36 0.36 G-6A (SEE WEST ST)

43. EAGLE CREEK PARKWAY (SEE REED RD)A. REED RD - 46TH ST (11) 3 - 0 S 24-24 0.38 B-9C-XB. 46TH ST - 38TH ST 3 140 24 140 24-24 1.04 A-9C

44. EAST STREET (SEE CENTRAL AV)A. 10TH ST - NORTH ST 1 60 40 60 40 0.38 G-8B.1B. NORTH ST - MICHIGAN ST 1 90 40 90 40 0.09 G-8B.1C. MICHIGAN ST - OHIO ST 1 90 40 90 40 0.28 G-8B.1D. OHIO ST - WASHINGTON ST 1 90 50 90 50 0.18 G-8C.1E. WASHINGTON ST - SOUTH ST 1 90 60 90 60 0.39 G-8C.1F. SOUTH ST - MCCARTY ST 1 84 30-30 84 30-30 0.33 G-7AG. MCCARTY ST - MORRIS ST 1 84 30-30 84 30-30 0.32 G-7AH. MORRIS ST - SANDERS ST 1 80 48 80 48 0.06 G-7AI. SANDERS ST - RAYMOND ST 1 100 34 100 34 0.92 G-7AJ. MADISON AV - SUMNER AV 2 140 36-36 140 36-36 0.25 A-6BK. SUMNER AV - HANNA AV 2 140 36-36 140 36-36 0.50 A-6BL. HANNA AV - SOUTHERN PLAZA DR 2 120 36-36 140 36-36 0.36 G-6BM. SOUTHERN PLAZA DR - I465 2 120 36-36 140 36-36 0.24 G-6BN. I-465 - THOMPSON RD 2 120 36-36 140 36-36 0.40 G-6BO. THOMPSON RD - EDGEWOOD AV 2 100 36-36 140 36-36 0.98 G-6BP. EDGEWOOD AV - BANTA RD 2 140 36-36 140 36-36 0.51 G-6BQ. BANTA RD - SOUTHPORT RD 2 150 36-36 150 36-36 0.51 G-6BR. SOUTHPORT RD - STOP 11 RD 2 150 36-36 150 36-36 1.14 G-6BS. STOP 11 RD - COUNTY LINE S RD 3 160 36-36 160 36-36 1.12 G-6C (SEE EAST ST: JOHNSON COUNTY)

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

27

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-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

45. EDGEWOOD AVENUEA. HARDING ST - BLUFF RD 3 50 18 140 24-24 0.59 A-7CB. BLUFF RD - MERIDIAN ST 2 50 19 120 24-24 0.94 A-7BC. MERIDIAN ST - SHELBY ST 2 50 21 120 24-24 1.00 A-7BD. SHELBY ST - MADISON AV 2 50 21 120 24-24 0.38 A-7BE. MADISON AV - MCFARLAND RD 2 50 19 120 24-24 1.28 A-7BF. MCFARLAND RD - EMERSON AV 3 50 18 140 24-24 1.51 A-7CG. EMERSON AV - FIVE POINTS RD 3 50 18 140 24-24 2.00 A-9CH. FIVE POINTS RD - FRANKLIN RD 3 50 18 140 24-24 1.40 A-9CI. FRANKLIN RD - HICKORY RD 3 50 19 140 24-24 1.30 A-9CJ. HICKORY RD - SOUTHEASTERN AV 3 50 19 140 24-24 1.10 A-9C

46. EMERSON AVENUE (SEE EMERSON WAY)A. LADYWOOD DR - 39TH ST 2 100 24-24 120 24-24 1.41 G-7BB. 39TH ST - 38TH ST 2 100 24-24 120 24-24 0.10 G-7BC. 38TH ST - 30TH ST 2 120 36-36 140 36-36 1.05 G-6BD. 30TH ST - I-70 2 120 36-36 140 36-36 0.50 G-6BE. I-70 - 21ST ST 2 120 36-36 140 36-36 0.40 G-6BF. 21ST ST - 16TH ST 1 90 24-24 90 24-24 0.50 G-7AG. 16TH ST - 10TH ST 1 90 40 90 40 0.50 G-7AH. 10TH ST - WASHINGTON ST 1 60 24 60 24 0.76 G-7AI. WASHINGTON ST - JULIAN AV 1 68 40 68 40 0.08 G-7AJ. JULIAN AV - BROOKVILLE RD 1 75 40 75 40 0.47 G-7AK. BROOKVILLE RD - ENGLISH AV 1 80 40 80 40 0.12 G-7AL. ENGLISH AV - PROSPECT ST 1 80 40 80 40 0.51 G-7AM. PROSPECT ST - RAYMOND ST 2 90 18 120 24-24 0.97 A-7BN. RAYMOND ST - ALBANY ST 2 100 48 120 24-24 1.00 A-7BO. ALBANY ST - HANNA AV 3 100 24-24 140 24-24 1.00 G-7CP. HANNA AV - I-465 3 100 24-24 140 24-24 0.40 G-7CQ. I-465 - THOMPSON RD 3 120 24-24 160 36-36 0.62 E-7C $2,430,584 DR. THOMPSON RD - SHELBYVILLE RD 3 50 20 140 24-24 0.47 E-7CS. SHELBYVILLE - SOUTHPORT RD 3 50 20 140 24-24 1.50 E-7C $5,100,000 AT . SOUTHPORT RD - IVORY WY 3 200 20 200 24-24 0.70 A-7CU. IVORY WY - STOP 11 RD 3 50 20 140 24-24 0.30 A-7CV. STOP 11 RD - COUNTY LINE S RD 3 50 20 140 24-24 1.00 A-7C (SEE EMERSON AV: JOHNSON COUNTY)

47. EMERSON WAY (SEE FALL CREEK RD)A. KESSLER BL - 56TH ST 2 50 22 120 24-24 0.20 A-7BB. 56TH ST - LADYWOOD DR 2 80 48 120 24-24 0.58 A-7B (SEE EMERSON AV)

48. ENGLISH AV (SEE CALVARY ST)A. SHELBY ST - STATE ST 1 60 40 60 40 0.50 G-7AB. STATE ST - RURAL AV 1 60 40 60 40 0.80 G-7AC. RURAL AV - SHERMAN DR 1 60 40 60 40 0.79 G-7AD. SHERMAN DR - BRADLEY AV 1 73 40 73 40 0.06 G-7AE. BRADLEY AV - GRANT AV 1 86 40 86 40 0.19 G-7AF. GRANT AV - KINGBRIDGE ST 1 73 40 73 40 0.13 G-7AG. KINGBRIDGE ST - DREXEL AV 1 85 40 85 40 0.18 G-7AH. DREXEL AV - WORCESTER RD 1 70 40 70 40 0.18 G-7A I. WORCESTER RD - EMERSON AV 1 80 40 80 40 0.25 G-7AJ. EMERSON AV - BROOKVILLE RD 1 80 40 80 40 0.32 G-7A (SEE BROOKVILLE RD)K. ARLINGTON AV - KITLEY AV 2 60 24 120 24-24 0.50 A-9BL. KITLEY AV - EDMONDSON AV 2 70 40 120 24-24 0.25 A-9BM. EDMONDSON AV - SHADELAND AV 2 50 50 120 24-24 0.35 G-9BN. SHADELAND AV - SHORTRIDGE RD 2 110 50 120 24-24 0.10 G-9BO. SHORTRIDGE RD - HUBER ST 2 50 19 120 24-24 0.50 A-9BP. HUBER ST - FRANKLIN RD 2 200 19 200 24-24 0.25 A-9B (SEE RAWLES AV)

49. FALL CREEK ROADA. 96TH ST - 80TH ST 3 50 19 140 24-24 2.08 A-9CB. 80TH ST - HAGUE RD 3 50 19 140 24-24 2.71 A-9CC. HAGUE RD - SHADELAND AV 3 40 22 140 24-24 1.05 E-9C $3,848,157 DD. SHADELAND AV - KESSLER BL 2 75 22 120 24-24 2.45 A-9B (SEE EMERSON WY)

50. FALL CREEK BOULEVARD (SEE BURDSAL PKY)A. 24TH ST - DR. M.L. KING JR ST 1 100 40 100 40 0.35 G-7AB. DR. M.L. KING JR ST - SENATE AV 1 100 40 100 40 0.28 G-7AC. SENATE AV - CAPITOL AV 1 100 40 100 40 0.40 G-7AD. CAPITOL AV - ILLINOIS ST 1 100 40 100 40 0.14 G-7A

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

28

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

(SEE FALL CREEK PY W, N DR)

51. FALL CREEK PKWY E, N DRA. 56TH ST - 46TH ST 2 100 36 100 48 2.06 A-9BB. 46TH ST - ALLISONVILLE RD 2 70 36 80 48 0.72 A-9BC. ALLISONVILLE RD - 30TH ST 1 100 66 100 66 2.29 G-6AD. 30TH ST - COLLEGE AV 1 100 66 100 66 0.13 G-6AE. COLLEGE AV - CENTRAL AV 1 100 66 100 66 0.31 G-6AF. CENTRAL AV - DELAWARE ST 1 100 24-24 100 24-24 0.19 G-7AG. DELAWARE ST - MERIDIAN ST 1 100 24-24 100 24-24 0.23 G-7A (SEE FALL CREEK PKY W, N DR)

52. FALL CREEK PKWY W, N DR (SEE FALL CREEK PKY E, N DR) A. MERIDIAN ST - ILLINOIS ST 1 100 50 100 50 0.14 G-7A (SEE FALL CREEK BL)

53. FALL CREEK PKWY E, S DR A. PENNSYLVANIA ST - DELAWARE ST 1 100 40 100 40 0.16 G-7A

54. FISHBACK RD A. RACEWAY RD - WILSON RD 3 50 20 80 24 0.50 A-10C

55. FIVE POINTS ROAD A. TROY AV - THOMPSON RD 3 50 20 140 24-24 2.10 A-9C B. THOMPSON RD - EDGEWOOD AV 3 50 20 140 24-24 0.95 A-9C C. EDGEWOOD AV - SOUTHPORT RD 3 50 18 140 24-24 1.07 A-9C D. SOUTHPORT RD - SHELBYVILLE RD 3 50 16 140 24-24 0.31 A-9C E. SHELBYVILLE RD - STOP 11 RD 3 50 16 140 24-24 0.70 A-9C F. STOP 11 RD - COUNTY LINE S RD 3 50 16 140 24-24 1.00 A-9C (SEE 5 POINTS RD: JOHNSON COUNTY)

56. FLETCHER AVENUE (SEE SOUTH ST) A. EAST ST - COLLEGE AV 1 90 50 90 50 0.20 G-7A B. COLLEGE AV - CALVARY ST 1 100 50 100 50 0.35 G-7A

57. FRANKLIN ROADA. 56TH ST - 46TH ST 2 90 24 120 24-24 1.02 A-9BB. 46TH ST - PENDLETON PIKE 2 60 38 120 24-24 0.28 A-9BC.PENDLETON PIKE - 38TH ST 2 50 20 120 24-24 0.70 E-7B $2,000,000 AD. 38TH ST - 21ST ST 2 60 24 120 24-24 2.07 E-7BE. 21ST ST - 16TH ST 2 50 20 120 24-24 0.57 A-7BF. 16TH ST - 10TH ST 2 70 19 120 24-24 0.50 A-7BG. 10TH ST - WASHINGTON ST 2 70 18 120 24-24 0.60 A-7BH. WASHINGTON ST - ENGLISH AV 3 40 18 140 24-24 0.75 A-7CI. ENGLISH AV - BROOKVILLE RD 3 40 18 140 24-24 0.80 A-7CJ. BROOKVILLE RD - RAYMOND ST 3 40 20 140 24-24 1.60 A-9CK. RAYMOND ST - TROY AV 3 45 20 140 24-24 1.20 A-9CL. TROY AV - SOUTHEASTERN AV 3 45 20 140 24-24 1.14 A-9CM. SOUTHEASTERN AV - THOMPSON RD 3 80 19 140 24-24 1.00 A-7CN. THOMPSON RD - EDGEWOOD AV 3 50 22 140 24-24 1.00 A-7CO. EDGEWOOD AV - SOUTHPORT RD 3 50 21 140 24-24 1.03 A-7CP. SOUTHPORT RD - COUNTY LINE S RD 3 45 20 140 24-24 2.02 A-7C (SEE FRANKLIN RD: JOHNSON COUNTY)

58. FRYE ROAD (SEE STOP 11) A. SHELBYVILLE RD - FRANKLIN RD 3 40 18 140 24-24 0.60 A-9C

59. GEORGETOWN ROADA. 96TH ST - 86TH ST (1) 3 - 0 S 24-24 1.01 B-7C-XB. 86TH ST - 62ND ST 3 50 20 140 24-24 3.05 E-7C $11,217,510 BC. 62ND ST - 56TH ST 3 100 24 140 24-24 0.98 E-7C $3,725,317 BD. 56TH ST - LAFAYETTE RD 3 140 24 140 24-24 1.33 E-7C $5,080,980 A (SEE PIKE PLAZA RD)E. LAFAYETTE RD - 38TH ST 3 100 24-24 140 24-24 0.35 G-9CF. 38TH ST - 30TH ST 2 90 35 120 24-24 1.00 A-9BG. 30TH ST - 25TH ST 2 90 48 120 24-24 0.45 A-9BH. 25TH ST - 16TH ST 2 50 48 120 24-24 1.01 A-9B

60. GEORGIA STREETA. CAPITOL AV - ILLINOIS ST 1 90 50 90 50 0.09 G-8C.1B. ILLINOIS ST - MERIDIAN ST 1 90 50 90 50 0.09 G-8C.1C. MERIDIAN ST - PENNSYLVANIA ST 1 90 60 90 60 0.10 G-8C.1

61. GERMAN CHURCH RDA. PENDLETON PIKE - 56TH ST (25) 3 50 0 S 24-24 0.45 C-7CB. 56TH ST - 46TH ST 3 90 16 140 24-24 1.00 A-7C

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

29

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-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

C. 46TH ST - 38TH ST 3 80 16 140 24-24 1.00 A-7CD. 38TH ST - 30TH ST 3 90 17 140 24-24 1.01 A-7CE. 30TH ST - I-70 3 90 17 140 24-24 0.50 A-7CF. GERMAN CHURCH RD INTERCHANGE CG. I-70 - 21ST ST 3 90 17 140 24-24 0.50 A-7CH. 21ST ST - 10TH ST 3 90 18 140 24-24 1.00 A-7CI. 10TH ST - WASHINGTON ST 3 60 20 140 24-24 0.45 A-7CJ. WASHINGTON ST - PROSPECT ST 3 50 20 140 24-24 1.41 A-7CK. PROSPECT ST - BROOKVILLE RD 3 40 20 140 24-24 1.15 A-7CL. BROOKVILLE RD - TROY AV (13) 3 - 0 S 24-24 1.19 B-7C-X (SEE SENOUR RD)

62. GERMANTOWN ROAD (SEE OAKLANDON RD)A. PENDLETON PIKE - 62ND ST 3 40 18 140 24-24 0.12 A-9C

63. GIRLS SCHOOL ROADA. CRAWFORDSVILLE RD - 21ST ST 3 50 18 140 24-24 0.82 A-7CB. 21ST ST - 10TH ST 3 50 18 140 24-24 1.00 E-7C " DC. 10TH ST - CASTLE MANOR RD 3 55 18 140 24-24 0.30 E-7C $7,555,085 DD. CASTLE MANOR RD - WESTLAKE RD 3 160 18 140 24-24 0.21 E-7C " DE. WESTLAKE RD - ROCKVILLE RD 3 55 18 140 24-24 0.50 E-7C " DF. ROCKVILLE RD - IDA ST 3 90 20 140 24-24 0.35 A-7CG. IDA ST - WASHINGTON ST 3 50 20 140 24-24 1.25 A-7C

64. GRANDVIEW DRIVE (SEE DITCH RD)A. DITCH RD - 62ND ST 2 90 24 90 24 1.93 G-10BB. 62ND ST - KESSLER BL 2 90 20 90 24 0.74 G-10BC. KESSLER BL - MICHIGAN RD 2 86 18 86 24 0.80 G-10B

65. GUION ROAD (SEE PAYNE RD)A. 71ST ST - CONRAIL 3 50 18 140 24-24 0.70 A-9CB. CONRAIL - 56TH ST 3 45 18 140 24-24 1.30 A-9CC. 56TH ST - 46TH ST 3 45 18 140 24-24 0.98 A-9CD. 46TH ST - GUION RD 3 45 18 140 24-24 1.70 A-9C

66. HAGUE ROADA. 96TH ST - 82ND ST 3 70 18 140 24-24 1.18 E-9CB. 82ND ST - FALL CREEK RD 3 90 18 140 24-24 1.76 A-9C

67. HANNA AVENUEA. HIGH SCHOOL RD - KENTUCKY AV 3 40 20 140 24-24 0.74 A-9CB. HARDING ST - BLUFF RD 3 65 18 120 24-24 0.87 A-7CC. BLUFF RD - MERIDIAN ST 2 50 18 120 24-24 0.63 A-7BD. MERIDIAN ST - EAST ST 2 50 20 120 24-24 0.50 A-7BE. EAST ST - MADISON AV 2 75 48 120 24-24 0.33 A-7BF. MADISON AV - SHELBY ST 2 75 48 120 24-24 0.16 A-7BG. SHELBY ST - STATE AV 2 50 48 120 24-24 0.50 A-7BH. STATE AV - KEYSTONE AV 2 60 48 120 24-24 0.50 A-7BI. KEYSTONE AV - SHERMAN DR 2 50 19 120 24-24 0.94 A-7BJ. CHURCHMAN RD - FIVE POINTS RD 3 50 20 80 24 0.65 A-10CK. FIVE POINTS RD - SOUTHEASTERN AV 3 50 20 80 24 1.27 A-10CL. SOUTHEASTERN AV - POST RD (14) 3 - 0 80 24 0.67 A-10C

68. HARDING STREETA. OLIVER AV - I-70 1 160 36-36 160 36-36 0.20 G-6AB. I-70 - RAYMOND ST 1 160 36-36 160 36-36 1.30 G-6AC. RAYMOND ST - HANNA AV 3 60 18 140 24-24 1.00 A-7C $7,109,000 AD. HANNA AV - I-465 3 140V 24-24 140 24-24 1.75 A-7C (SEE SR 37 EXWY)

69. HAYWORTH ROAD (SEE PRESLEY ST)A. PRESLEY ST - MOORESVILLE RD 3 50 18 80 24 0.12 A-10C (SEE MOORESVILLE RD)

70. HICKORY ROADA. SOUTHEASTERN AV - MCGREGOR RD 3 50 20 80 24 2.60 A-10C

71. HIGH SCHOOL ROADA. 62ND ST - LAFAYETTE RD 3 60 22 140 24-24 0.20 A-7CB. 56TH ST - 46TH ST 3 100 20 140 24-24 1.00 A-9CC. 46TH ST - 38TH ST 3 70 48 140 24-24 1.00 G-9CD. 38TH ST - 30TH ST 2 90 48 120 24-24 1.00 G-9BE. 30TH ST - CRAWFORDSVILLE RD 2 100 48 120 24-24 0.48 G-9BF. 10TH ST - ROCKVILLE RD 2 50 20 120 24-24 1.02 A-9BG. ROCKVILLE RD - MORRIS ST 2 80 20 120 24-24 1.00 A-9B

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

30

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-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

H. MORRIS ST - WASHINGTON ST 2 50 20 120 24-24 0.20 A-9BI. WASHINGTON ST - MINNESOTA ST 2 60V 36 120 24-24 0.31 A-9BJ. HANNA AV - CONRAIL 3 50 24 140 24-24 0.70 A-9CK. CONRAIL - THOMPSON RD 3 50 24 140 24-24 0.30 A-9CL. THOMPSON RD - MOORESVILLE RD 3 50 20 140 24-24 1.30 A-9C (SEE MOORESVILLE RD)

72. HOLT ROADA. 10TH ST - WASHINGTON ST 2 100 24-24 120 24-24 1.40 G-7BB. WASHINGTON ST - MORRIS ST 2 100 24-24 120 24-24 0.72 G-7BC. MORRIS ST - AIRPORT EXWY 2 65 26 120 24-24 1.10 A-7BD. AIRPORT EXWY - KENTUCKY AV 2 60 26 120 24-24 0.91 A-7B

73. HOYT AVENUEA. KEYSTONE AV - RURAL ST 1 60 40 60 40 0.42 G-7A

74 HUNTER RDA. TROY AV - SOUTHEASTERN AV 3 0.18

75. ILLINOIS STREETA. WESTFIELD BL - 52ND ST 1 60 40 60 40 0.56 G-9AB. 52ND ST - 46TH ST 1 60 40 60 40 0.50 G-9AC. 46TH ST - 38TH ST 1 60 40 60 40 1.00 G-9AD. 38TH ST - 34TH ST 1 60 40 60 40 0.51 G-8B.1E. 34TH ST - 30TH ST 1 60 40 60 40 0.50 G-8B.1F. 30TH ST - FALL CREEK PKY, S DR 1 60 40 60 40 0.55 G-8B.1G. FALL CREEK PKY, S DR - 22ND ST 1 70 45 70 45 0.34 G-8B.1H. 22ND ST - 16TH ST 1 80 45 80 45 0.60 G-8B.1I. 16TH ST - 11TH ST 1 70 53 70 53 0.41 G-8B.1J. 11TH ST - 10TH ST 1 75 53 75 53 0.08 G-8B.1K. 10TH - ST. CLAIR ST 1 75 56 75 56 0.20 G-8C.1L. ST. CLAIR ST - NORTH ST 1 90 60 90 60 0.17 G-8C.1M. NORTH ST - MICHIGAN ST 1 90 60 90 60 0.10 G-8C.1N. MICHIGAN ST - NEW YORK ST 1 90 60 90 60 0.20 G-8C.1O. NEW YORK ST - OHIO ST 1 90 60 90 60 0.10 G-8C.1P. OHIO ST - MARYLAND ST 1 90 60 90 60 0.30 G-8C.1Q. MARYLAND ST - GEORGIA ST 1 90 60 90 60 0.10 G-8C.1R. GEORGIA ST - SOUTH ST 1 90 60 90 60 0.20 G-8C.1S. SOUTH ST - MERRILL ST 1 90 60 90 60 0.18 G-8C.1T. MERRILL ST - MCCARTY ST 1 50 48 50 48 0.17 G-8C.1U. MCCARTY ST - I-70 (RAMP) 1 100 20 100 20 0.12 G-8A.1

76. INDIANA AVENUE (SEE STADIUM DR)A. 10TH ST - BLAKE ST 1 60 42 60 42 0.15 G-7AB. BLAKE ST - NORTH ST 1 60 42 60 42 0.35 G-7A (SEE NORTH ST)

77. KENTUCKY AVENUEA. WEST ST - OLIVER ST 1 90 48 90 48 0.25 G-7AB. OLIVER ST - WHITE RIVER PKY, W 1 80 60 80 60 0.40 G-7AC. WHITE RIVER PKY, W DR - MORRIS ST 1 80 48 80 48 0.15 G-7AD. HARDING ST - RAYMOND ST 1 60 40 60 40 0.74 G-7AE. RAYMOND ST - TIBBS AV 2 60 24-24 120 24-24 1.38 G-7BF. TIBBS AV - HOLT RD 2 70 24-24 120 24-24 0.52 G-7BG. HOLT RD - MANN RD 2 80 24-24 120 24-24 0.93 G-7BH. MANN RD - LYNHURST DR 3 120 24-24 140 24-24 0.73 G-7CI. LYNHURST DR - I-465 3 150 24-24 150 24-24 0.76 G-7CJ. I-465 - THOMPSON RD 3 150 24-24 160 36-36 1.10 E-6C $4,013,991 AK. THOMPSON RD - CAMBY RD 3 150 24-24 160 36-36 2.79 E-6C $10,937,626 AL. CAMBY RD - BOUNDARY 3 150 24-24 150 24-24 1.20 G-7C " A

78. KESSLER BOULEVARD, W DR (SEE 56TH ST)A. COOPER RD - MICHIGAN RD 2 100 30 120 24-24 0.89 A-9B. MICHIGAN RD - GRANDVIEW DR 2 100 30 120 24-24 0.40 A-7BC. GRANDVIEW DR - FOX HILL DR 2 100 30 120 24-24 1.10 A-7BD. FOX HILL DR - SPRING MILL RD 2 100 30 120 24-24 0.30 A-7BE. SPRING MILL RD - MERIDIAN ST 1 100 51 100 51 0.30 G-7A (SEE KESSLER BL, EAST DR)

79. KESSLER BOULEVARD, E DR (SEE KESSLER BL, W DR)A. MERIDIAN ST - WESTFIELD BL 1 100 38 100 38 0.18 G-7AB. WESTFIELD BL - WASHINGTON BL 1 100 36 100 36 0.09 G-7AC. WASHINGTON BL - CENTRAL AV 1 100 36 100 36 0.13 G-7AD. CENTRAL AV - COLLEGE AV 1 70 30 70 30 0.20 G-7AE. COLLEGE AV - COMPTON ST 1 70 30V 70 30V 0.40 G-7A

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

31

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

F. COMPTON ST - HAVERFORD AV 2 65 38 120 24-24 0.13 A-7BG. HAVERFORD AV - RALSTON AV 2 70 38 120 24-24 0.24 A-7BH. RALSTON AV - KINGSLEY DR 2 60 38 120 24-24 0.07 A-7BI. KINGSLEY DR - NORWALDO AV 2 75 38 120 24-24 0.06 A-7BJ. NORWALDO AV - KEYSTONE AV 2 75 40 120 24-24 0.37 A-7BK. KEYSTONE AV - ERIE AV 2 100 40 120 24-24 0.84 A-7BL. ERIE AV - BINFORD BL. 2 100 40 120 24-24 0.70 A-7BM. BINFORD BL. - FALL CREEK RD 2 100 36 120 24-24 0.40 A-7B $1,955,997 DN. FALL CREEK RD - 56TH ST 2 100 36 120 24-24 0.21 A-7B (SEE 56TH ST)

80. KESSLER BOULEVARD, N DR (SEE COOPER RD)A. 56TH ST - 46TH ST 2 100 30 120 24-24 1.00 A-7BB. 46TH ST - 40TH ST 2 100 30 120 24-24 0.70 A-7BC. 40TH ST - 38TH ST 2 100 24-24 120 24-24 0.37 A-7BD. 38TH ST - 30TH ST 2 100 30 120 24-24 0.98 A-7BE. 30TH ST - LAFAYETTE RD 2 100 30 100 24-24 0.64 A-7BF. LAFAYETTE RD - 16TH ST 1 80 30 80 30 0.85 G-9A (SEE CONCORD ST)

81. KEYSTONE AVENUEA. 96TH ST - I-465 3 210 24-24 210 36-36 0.40 F-6C $1,071,128 AB. I-465 - 86TH ST 3 210 24-24 210 36-36 0.60 A-6CC. 86TH ST - 75TH ST 3 200 24-24 200 36-36 1.57 A-6CD. 75TH ST - 65TH ST 2 90 36-36 210 36-36 1.00 A-6BE. 65TH ST - 62ND ST 2 90 36-36 140 36-36 0.50 G-6BF. 62ND ST - KESSLER BL 2 90 36-36 140 36-36 0.42 G-6BG. KESSLER BL - 56TH ST 2 90 36-36 140 36-36 0.50 G-6BH. 56TH ST - 52ND ST 2 100 36-36 140 36-36 0.50 G-6BI . 52ND ST - 46TH ST 2 100 36-36 140 36-36 0.51 G-6BJ. 46TH ST - FALL CREEK PKY, N DR 2 100 36-36 140 36-36 0.37 G-6BK. FALL CREEK PKY, N DR - MILLERSVILLE RD 2 60 48 120 24-24 0.35 A-7BL. MILLERSVILLE RD - 38TH ST 2 50 48 120 24-24 0.31 A-7BM. 38TH ST - 34TH ST 1 50 36 50 36 0.49 G-7AN. 34TH ST - 32ND ST 1 70 45 70 45 0.25 G-7AO. 32ND ST - 30TH ST 1 90 45 90 45 0.25 G-7AP. 30TH ST - 25TH ST 1 60 45 60 45 0.51 G-7A (SEE KEYSTONE WAY) (SEE RURAL ST)Q. HOYT AV - CONRAIL 1 60 40 60 40 0.48 G-7AR. CONRAIL - PROSPECT ST 1 50 40 50 40 0.12 G-7AS. PROSPECT ST - PLEASANT RUN PKY, N DR 1 50 40 50 40 0.18 G-7AT. PLEASANT RUN PKY, N DR - MINNESOTA ST 1 100 48 100 48 0.32 G-7AU. MINNESOTA ST - RAYMOND ST 1 100 48 100 48 0.50 G-7AV. RAYMOND ST - SOUTHERN AV 1 100 48 100 48 0.50 G-7AW. SOUTHERN AV - BEAN CRK 1 90 48 90 48 0.10 G-7AX. BEAN CRK - TROY AV 1 90 24-24 90 24-24 0.40 G-7AY. TROY AV - I-65 2 90 24-24 120 24-24 0.50 G-7BZ. I-65 - HANNA AV 2 90 24-24 120 24-24 0.50 G-7BAA. HANNA AV - I-465 2 90 24-24 120 24-24 0.29 G-7BBB. I-465 - THOMPSON RD 2 90 24-24 120 24-24 0.33 A-7BCC. THOMPSON RD - DUDLEY AV 2 75 24 120 24-24 0.57 A-7BDD. DUDLEY AV - GILBERT AV 2 70 24 120 24-24 0.15 A-7BEE. GILBERT AV - EDGEWOOD AV 2 70 24 120 24-24 0.25 A-7B

82. KEYSTONE WAY (SEE KEYSTONE AV)A. 25TH ST - I-70 1 60 48 60 48 0.53 G-6AB. I-70 - BLOYD AV 1 60 48 60 48 0.15 G-6A (SEE RURAL ST)

83. KNOLLTON ROADA. KESSLER - 56TH ST. 2 50 18 80 24 0.03 A-10BB. 56TH ST - CROOKED CREEK 2 80 18 80 24 0.37 A-10BC. CROOKED CREEK - 51ST ST 2 50 18 80 24 0.27 A-10BD. 51ST ST - 44TH ST 2 90 18 90 24 0.59 A-10BE. 44TH ST - 38TH ST 2 49 20 80 24 0.35 A-10B

84. LAFAYETTE ROADA. RACEWAY RD - 87TH ST 3 60 37 140 24-24 1.25 A-9CB. 87TH ST - 85TH ST 3 100 37 140 24-24 0.25 A-9CC. 85TH ST - 79TH ST 3 80 37 140 24-24 1.00 A-9CD. 79TH ST - WILSON RD 3 70 37 140 24-24 0.20 A-9CE. WILSON RD - 71ST ST 3 90 37 140 24-24 1.00 A-9CF. 71ST ST - 62ND ST 3 90 28 140 24-24 1.20 A-9CG. 62ND ST - I-65 INTERCHANGE 3 50 28 140 24-24 2.20 E-9CH. I-65 INTERCHANGE - GEORGETOWN RD 3 100 24-24 140 24-24 0.60 A-7CI. GEORGETOWN RD - GEORGETOWN RD 3 100 24-24 140 24-24 0.44 A-7C

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

32

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

J. GEORGETOWN RD - 38TH ST 3 100 36-36 140 36-36 0.40 A-7CK. 38TH ST - 34TH ST 2 100 50 120 24-24 0.61 A-7BL. 34TH ST - 30TH ST 2 100 44 120 24-24 0.62 A-7BM. 30TH ST - TIBBS AV 2 100 42 120 24-24 0.40 A-7BN. TIBBS AV - KESSLER BL 1 100 24-24 100 24-24 0.42 G-7AO. KESSLER BL - COLD SPRING RD 1 95 24-24 95 24-24 0.60 G-6AP. COLD SPRING RD - WHITNEY ST 1 85 24-24 85 24-24 0.18 G-6AQ. WHITNEY ST - 16TH ST 1 70 24-24 70 24-24 0.20 G-6A

85. LEE ROADA. 56TH ST - 63RD ST 3 80 22 80 24 0.75 F-9C $3,810,000 AB. 63RD ST - 71ST 3 80 22 80 24 0.76 F-9C $3,810,000 A

86. LEONARD STREETA. PROSPECT ST - VIRGINIA AV 1 65 20 65 20 0.25 G-7A

87. LYNHURST DRIVE (SEE MOLLER RD)A. 26TH ST - 16TH ST 2 90 50 120 24-24 1.05 A-7BB. 16TH ST - 10TH ST 2 90 50 120 24-24 0.50 A-7BC. 10TH ST - VERMONT ST 2 90 44 120 24-24 0.50 A-7BD. VERMONT ST - WASHINGTON ST 2 90 22 120 24-24 1.35 A-7BE. WASHINGTON ST - MORRIS ST 2 30 20 120 24-24 0.16 D-7B $4,000,000 CF. MORRIS ST - BRADBURY ST 3 50 20 140 24-24 1.30 E-7C " CG. BRADBURY ST - AIRPORT EXWY 3 100 24-24 140 24-24 0.05 A-7CH. AIRPORT EXWY - WINNEBAGO DR 3 100 24-24 140 24-24 0.50 A-7CI. WINNEBAGO DR - TROY AV 3 90 20 140 24-24 0.22 A-7CJ. TROY AV - KENTUCKY AV 3 40 24 140 24-24 0.80 A-7C (SEE MANN RD)

88. MADISON AVENUE (SEE MERIDIAN ST)A. SOUTH ST - UNION ST 1 75 36 75 36 0.20 G-7AB. UNION ST - MCCARTY ST 1 75 36 75 36 0.20 G-7A (SEE PENNSYLVANIA ST, SOUTHBOUND) (SEE DELAWARE ST, NORTHBOUND)C. DELAWARE ST - MORRIS ST 1 100 36-36 100 36-36 0.19 G-6AD. MORRIS ST - TERRACE AV 1 110 36-36 110 36-36 0.23 G-4E. TERRACE AV - RAYMOND ST 1 100 35-35 100 35-35 0.73 G-4F. RAYMOND ST - PLEASANT RUN PKY, N DR 1 100 35-35 100 35-35 0.19 G-4G. PLEASANT RUN PKY, N DR - PLEASANT RUN PKY, S DR 1 100 35-35 100 35-35 0.05 G-6AH. PLEASANT RUN PKY, S DR - SOUTHERN AV 1 120 35-35 120 35-35 0.31 G-6AI. SOUTHERN AV - TROY AV 2 85 60 140 36-36 0.53 A-6BJ. TROY AV - EAST ST 2 90 36-36 140 36-36 0.18 A-6BK. EAST ST - HANNA AV 2 90 24-24 120 24-24 0.91 G-9BL. HANNA AV - SHELBY ST 2 90 24-24 120 24-24 0.45 G-9BM. SHELBY ST - THOMPSON RD 2 100 24-24 120 24-24 0.53 G-9BN. THOMPSON RD - EPLER RD 2 105 24-24 120 24-24 0.48 G-9BO. EPLER RD - EDGEWOOD AV 2 90 24-24 120 24-24 0.51 G-9BP. EDGEWOOD AV - BANTA RD 2 70 24-24 120 24-24 0.50 G-9BQ. BANTA RD - SOUTHPORT RD 2 100 24-24 120 24-24 0.50 G-9BR. SOUTHPORT RD - STOP 11 RD 2 90 24-24 120 24-24 1.05 G-9BS. STOP 11 RD - COUNTY LINE S RD 3 90 24-24 140 24-24 1.04 G-9C

89. MAIN STREET (SPEEDWAY)A. 16TH ST - 10TH ST 2 90 60 90 60 0.50 G-9B

90. MANN ROAD (SEE LYNHURST DR)A. KENTUCKY AV - W. MOORESVILLE RD 2 90 20 120 24-24 0.09 E-7B " DB. W. MOORESVILLE RD - W. MOORESVILLE RD 2 50 20 120 24-24 0.21 E-7B " DC. W. MOORESVILLE RD - I-465 2 50 20 120 24-24 1.17 E-7B " DD. I-465 - MILHOUSE RD 3 50 20 140 24-24 1.00 E-7C $13,160,529 DE. MILHOUSE RD - SOUTHPORT RD 3 50 20 140 24-24 1.00 E-7C " DF. SOUTHPORT RD - SOUTHPORT RD 3 50 20 140 24-24 0.20 E-7C " DG. SOUTHPORT RD - COUNTY LINE S RD 3 50 18 140 24-24 2.00 A-7C

91. MARKET STREETA. PENNSYLVANIA ST - ALABAMA ST 1 90 50 90 50 0.20 G-7AB. ALABAMA ST - NEW JERSEY ST 1 90 24-24 90 24-24 0.10 G-7AC. NEW JERSEY ST - EAST ST 1 90 24-24 90 24-24 0.10 G-7AD. EAST ST - COLLEGE AV RAMP 1 75 36 75 36 0.18 G-7AE. COLLEGE AV RAMP - I-65 RAMP 1 - 20 - 20 0.13 G-2

92. MARYLAND STREETA. WASHINGTON ST - WEST ST 1 70 36 70 36 0.20 G-8A.1B. WEST ST - SENATE AV 1 90 40 90 40 0.20 G-8C.1

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

33

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

C. SENATE AV - CAPITOL AV 1 90 40 90 40 0.10 G-8C.1D. CAPITOL AV - ILLINOIS ST 1 90 60 90 60 0.10 G-8C.1E. ILLINOIS ST - MERIDIAN ST 1 90 60 90 60 0.10 G-8C.1F. MERIDIAN ST - PENNSYLVANIA ST 1 90 60 90 60 0.10 G-8C.1G. PENNSYLVANIA ST - ALABAMA ST 1 90 60 90 60 0.20 G-8C.1H. ALABAMA ST - WASHINGTON ST 1 90 36 90 36 0.17 G-8A.1

93. MASSACHUSETTS AVENUEA. SHERMAN DR - DREXEL AV 2 40 22 120 24-24 0.60 A-9BB. DREXEL AV - EMERSON AV 2 80 22 120 24-24 0.60 A-9BC. EMERSON AV - ARLINGTON AV 2 90 20 120 24-24 1.11 A-9BD. ARLINGTON AV - 38TH ST 2 90 20 120 24-24 0.94 A-9B (SEE PENDLETON PIKE)

94. MAZE ROADA. SHELBYVILLE RD - ACTON RD 3 45 18 80 24 2.46 A-10CB. ACTON RD - COUNTY LINE E RD 3 50 20 80 24 1.15 A-10C

95. MCCARTY STREET (SEE OLIVER AV)A. KENTUCKY AV - UNION ST 1 60 40 60 40 0.79 G-7AB. UNION ST - DELAWARE ST 1 60 40 60 40 0.13 G-7AC. EAST ST - VIRGINIA AV 1 60 40 60 40 0.27 G-7A (SEE CALVARY ST)

96. MCFARLAND ROADA. THOMPSON RD - MIDLAND RD 2 50 20 80 24 0.38 G-10BB. MIDLAND RD - EDGEWOOD AV 2 50 20 80 24 0.60 A-10BC. EDGEWOOD AV - BANTA RD 2 50 21 80 24 0.55 A-10BD. BANTA RD - ANNISTON DR 2 50 21 80 24 0.85 A-10BE. ANNISTON DR - STOP 11 RD 2 70 21 80 24 0.68 A-10B

97. MCGREGOR ROADA. HICKORY RD - MITTHOEFER RD 3 40 20 80 24 0.27 A-10CB. ACTON RD - E. COUNTY LINE RD 3 40 17 80 24 1.05 A-10C

98. MENDENHALL ROADA. KENTUCKY AV - CAMBY RD 3 60 18 140 24-24 1.25 A-9CB. CAMBY RD - REYNOLDS RD 3 45 18 140 24-24 0.38 A-9C (SEE PADDOCK RD)

99. MERIDIAN STREET (SEE MERIDIAN ST: HAMILTON COUNTY)A. 96TH ST - 86TH ST 3 100 24-24 160 36-36 0.98 F-7C $3,500,000 AB. 86TH ST - 82ND ST 2 80 48 120 24-24 0.45 A-7BC. 82ND ST - 75TH ST 2 100 52 120 24-24 1.07 A-7BD. 75TH ST - 71ST ST 2 100 48 120 24-24 0.50 A-7BE. 71ST ST - RIVERVIEW DR 1 100 48 100 48 0.85 G-7AF. RIVERVIEW DR - KESSLER BL 1 100 55 100 55 0.55 G-7AG. KESSLER BL - WESTFIELD BL 1 100 50 100 50 0.27 G-7AH. WESTFIELD BL - 54TH ST 1 70 50 70 50 0.54 G-7AI. 54TH ST - 38TH ST 1 70 36 70 36 1.76 G-7AJ. 38TH ST - 30TH ST 1 70 55 70 55 1.00 G-7AK. 30TH ST - 29TH ST 1 70 55 70 55 0.12 G-7AL. 29TH ST - FALL CREEK PKY, N DR 1 70 55 70 55 0.30 G-7AM. FALL CREEK PKY, N DR - 25TH ST 1 70 45 70 45 0.80 G-7AN. 25TH ST - 22ND ST 1 70 55 70 55 0.40 G-7AO. 22ND ST - 16TH ST 1 70 55 70 55 0.60 G-7AP. 16TH ST - 10TH ST 1 70 55 70 55 0.42 G-7AQ. 10TH ST - ST. CLAIR ST 1 70 55 70 55 0.20 G-7AR. ST. CLAIR ST - MICHIGAN ST 1 90 55 90 55 0.25 G-7AS. MICHIGAN ST - VERMONT ST 1 90 55 90 55 0.10 G-7AT. VERMONT ST - NEW YORK ST 1 90 55 90 55 0.10 G-7AU. NEW YORK ST - OHIO ST 1 90 50 90 50 0.09 G-7AV. WASHINGTON ST - MARYLAND ST 1 90 60 90 60 0.10 G-7AW. MARYLAND ST - GEORGIA ST 1 90 60 90 60 0.10 G-7AX. GEORGIA ST - SOUTH ST 1 90 60 90 60 0.20 G-7A (SEE MADISON AV) (SEE RUSSEL AV)Y. MCCARTY ST - MORRIS ST 1 80 44 80 44 0.30 G-7AZ. MORRIS ST - PALMER ST 1 50 40 50 40 0.40 G-7AAA. PALMER ST - RAYMOND ST 1 50 44 50 44 0.60 G-7ABB. RAYMOND ST - PLEASANT RUN PKY, S DR 1 50 36 50 36 0.36 G-7ACC. PLEASANT RUN PKY, S DR - SOUTHERN AV 1 50 40 50 40 0.14 G-7ADD. SOUTHERN AV - TROY AV 2 50 37 120 24-24 0.49 A-7BEE. TROY AV - HANNA AV 2 50 24 120 24-24 1.00 A-7BFF. HANNA AV - SOUTHERN PLAZA DR 2 60 24 120 24-24 0.35 A-7BGG. SOUTHERN PLAZA DR - THOMPSON RD 2 120 24-24 120 24-24 0.69 G-7BHH. THOMPSON RD - EPLER RD 2 160 24-24 160 24-24 0.46 G-7B

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

34

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

II. EPLER RD - EDGEWOOD AV 2 150 24-24 150 24-24 0.50 G-7BJJ. EDGEWOOD AV - WOODHILL DR 2 150 24-24 150 24-24 0.09 G-7BKK. WOODHILL DR - SOUTHPORT RD 2 120 24-24 120 24-24 0.90 G-7BLL. SOUTHPORT RD - STOP 11 RD 2 120 24-24 120 24-24 1.00 G-7BMM. STOP 11 RD - COUNTY LINE S RD 3 120 24-24 140 24-24 1.00 G-7C (SEE MERIDIAN ST: JOHNSON COUNTY)

100. MERIDIAN HILLS BOULEVARD (SEE 73RD ST)A. HOLIDAY DR - MERIDIAN ST 2 70 18 120 24-24 0.30 A-7B (SEE 71ST ST)

101. MERIDIAN SCHOOL ROAD (SEE STOP 11 RD)A. RAHKE ST - MERIDIAN ST 3 180 24 180 24-24 0.55 A-9CB. MERIDIAN ST - SINGLETON ST 3 200 24 200 24-24 0.68 A-9C (SEE STOP 11 RD)

102. MERRILL STREETA. CAPITOL AV - ILLINOIS ST 1 40 24 40 24 0.10 G-7A

103. MICHIGAN ROADA. 96TH ST - I-465 3 150 24-24 160 36-36 0.34 F-6C $3,000,000 AB. I-465 - 86TH ST 3 150 36-36 160 36-36 0.74 G-6CC. 86TH ST - 79TH ST 3 100 48 140 24-24 1.04 A-7CD. 79TH ST - WESTLANE RD 3 100 48 140 24-24 0.90 A-7CE. WESTLANE RD - 62ND ST 3 100 48 140 24-24 1.20 A-7CF. 62ND ST - KESSLER BLVD 2 100 48 120 24-24 0.93 A-7BG. KESSLER BL - GRANDVIEW DR 2 100 44 120 24-24 0.78 A-7BH. GRANDVIEW DR - COLD SPRING RD 2 100 44 120 24-24 0.40 A-7BI. COLD SPRING RD - 42ND ST 2 100 22 120 24-24 0.70 A-7B $2,700,000 AJ. 42ND ST - 38TH ST 1 100 22 120 24-24 0.30 A-7A $660,000 A (SEE DR MARTIN L. KING JR ST)

104. MICHIGAN STREETA. LYONS AV - HOLT RD 2 60 22 120 24-24 0.28 A-7BB. HOLT RD - LUETT AV 2 60 22 120 24-24 0.20 A-7BC. LUETT AV - TIBBS AV 1 80 40 80 40 0.40 G-7AD. TIBBS AV - WARMAN AV 1 80 50 80 50 0.50 G-7AE. WARMAN AV - HOLMES AV 1 80 50 80 50 0.08 G-7AF. HOLMES AV - BELMONT AV 1 80 60 80 60 0.43 G-7AG. BELMONT AV - HARDING ST 1 80 60 80 60 0.18 G-7AH. HARDING ST - WHITE RIVER PKY, W DR 1 80 60 80 60 0.20 G-7AI. WHITE RIVER PKY, W DR - WHITE RIVER PKY, E DR 1 80 45 80 45 0.16 G-8B.1J. WHITE RIVER PKY, E DR - BLAKE ST 1 60 45 60 45 0.72 G-8B.1K. BLAKE ST - WEST ST 1 60 40 60 40 0.34 G-8B.1L. WEST ST - INDIANA AV 1 90 48 90 48 0.20 G-8B.1M. INDIANA AV - MERIDIAN ST 1 90 40 90 40 0.50 G-8B.1N. MERIDIAN ST - PENNSYLVANIA ST 1 90 60 90 60 0.10 G-8B.1O. PENNSYLVANIA ST - EAST ST 1 90 40 90 40 0.39 G-8B.1P. EAST ST - COLLEGE AV 1 50 36 50 36 0.18 G-8B.1Q. COLLEGE AV - DORMAN ST 1 60 48 60 48 0.37 G-8B.1R. DORMAN ST - HIGHLAND AV 1 75 48 75 48 0.10 G-8B.1S. HIGHLAND AV - TACOMA AV 1 60 48 60 48 0.92 G-8B.1T. TACOMA AV - EMERSON AV 1 60 40 60 40 2.05 G-8B.1U. EMERSON AV - PLEASANT RUN PKY, N DR 1 60 40 60 40 0.20 G-11A

105. MILHOUSE ROADA. KENTUCKY AVE - MENDENHALL RD 3 40 20 80 24 0.20 A-10CB. MENDENHALL RD - HIGH SCHOOL RD 3 40 20 80 24 1.00 A-10CC. HIGH SCHOOL RD - BARNETT LE (17) 3 - 0 S 24 0.14 B-10C-XD. BARNETT LE - TINCHER RD (17) 3 100 20 80 24 0.60 A-10C-XE. TINCHER RD - MANN RD (17) 3 - 0 S 24 0.60 B-10C-X

106. MINNESOTA STREETA. HIGH SCHOOL RD - I-465 3 90 24 80 24 0.40 A-10CB. I-465 - MICKLEY AV 3 40 18 80 24 0.23 A-10CC. MICKLEY AV - WORTH ST 3 50 18 80 24 0.25 A-10CD. WORTH ST - LYNHURST DR 3 80 18 80 24 0.25 A-10CE. LYNHURST DR - HOLT RD 2 45 20 80 24 1.32 A-10BF. HOLT RD - TIBBS AV 2 50 20 80 24 0.51 A-10BG. TIBBS AV - MORELAND AV 2 90 20 80 24 0.06 A-10BH. MORELAND AV - CONCORD ST 2 90 20 80 24 0.17 A-10BI. CONCORD ST - BELMONT AV 2 50 20 80 24 0.77 A-10BJ. BELMONT AV - KENTUCKY AV 1 60 20 60 24 0.48 A-10A

107. MISSOURI STREETA. GEORGIA ST - SOUTH ST 1 90 48 90 48 0.20 G-8B.1

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

35

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

B. SOUTH ST - MERRILL ST 1 90 50 90 50 0.20 G-8B.1C. MERRILL ST - MCCARTY ST 1 80 48 80 48 0.17 G-8B.1D. MCCARTY ST - WYOMING ST 1 80 36 80 36 0.10 G-8B.1E. WYOMING ST - MORRIS ST 1 75 24 75 24 0.24 G-8B.1

108. MITTHOEFER ROADA. 56TH ST - PENDLETON PIKE 3 40 16 140 24-24 0.12 A-9CB. PENDLETON PIKE - 46TH ST 3 40 16 140 24-24 0.85 A-9CC. 46TH ST - 38TH ST 3 50 16 140 24-24 1.01 A-9CD. 38TH ST - 30TH ST 3 40 16 140 24-24 1.01 A-9CE. 30TH ST - 21ST ST 3 90 16 140 24-24 1.01 A-9CF. 21ST ST - 16TH ST 3 90 24 140 24-24 0.50 A-9CG. 16TH ST - 10TH ST 3 90 16 140 24-24 0.49 A-9CH. 10TH ST - WASHINGTON ST 3 90 24-24 140 24-24 0.50 G-9CI. WASHINGTON ST - PROSPECT ST 3 40 16 140 24-24 1.35 A-9CJ. PROSPECT ST - BROOKVILLE RD (12) 3 - 0 S 24-24 0.93 B-9C-X (SEE DAVIS RD)K. MCGREGOR RD - MAZE RD 3 40 20 80 24 0.88 A-10CL. MAZE RD - BOUNDARY 3 40 20 80 24 0.50 A-10C

109 MOLLER ROADA. 46TH ST - MOLLER WAY 3 50 19 80 24 0.49 A-10B (SEE MOLLER WAY) (SEE PIKE PLAZA RD)B. PIKE PLAZA RD- 38TH ST 3 50 19 140 24-24 0.26 A-7CC. 38TH ST - 34TH ST 2 80 35 120 24-24 0.50 A-7BD. 34TH ST - 30TH ST 2 50 45 120 24-24 0.50 A-7BE. 30TH ST - LYNHURST DR (9) 2 - 0 S 24-24 0.36 B-7B (SEE LYNHURST DR)

110. MOLLER WAYA. MOLLER RD - PIKE PLAZA RD 3 100 22 140 24-24 0.14 A-9C

111. MOORE ROADA. 96TH ST - 88TH ST 3 50 18 80 24 0.70 A-10CB. 88TH ST - 86TH ST 3 75 18 80 24 0.25 A-10CC. 86TH ST - LAFAYETTE RD 3 50 18 80 24 1.30 A-10C

112. MOORESVILLE ROADA. RACEWAY ROAD - TROTTER RD 3 40 18 80 24 1.20 A-10CB. TROTTER RD - PADDOCK RD 3 50 18 80 24 1.00 A-10CC. PADDOCK RD - PRESLEY ST 3 50 18 80 24 0.37 A-10C (SEE PRESLEY ST) (SEE HAYWORTH RD)D. HAYWORTH RD - SOUTHPORT RD 3 40 18 80 24 0.20 A-10CE. SOUTHPORT RD - HIGH SCHOOL RD 3 40 18 140 24-24 1.05 A-9C (SEE HIGH SCHOOL RD)

113. MORGANTOWN ROADA. BLUFF RD - COUNTY LINE S RD 3 50 20 140 24-24 0.80 A-9C (SEE MORGANTOWN RD: JOHNSON COUNTY)

114. MORRIS STREETA. RACEWAY RD - BRIDGPORT RD 3 40 20 140 24-24 0.50 A-9CB. BRIDGEPORT RD - GIRLS SCHOOL RD 3 50 20 140 24-24 1.48 A-9CC. GIRLS SCHOOL RD - HIGH SCHOOL RD 2 50 20 120 24-24 1.03 A-9BD. WASHINGTON ST - LYNHURST DR 2 60 18 120 24-24 0.43 A-7BE. LYNHURST DR - HOLT RD 2 60 18 120 24-24 1.33 A-7BF. HOLT RD - TIBBS AV 2 70 50 120 24-24 0.48 A-7BG. TIBBS AV - WARMAN AV 2 60 50 120 24-24 0.50 A-7BH. WARMAN AV - BELMONT AV 1 60 40 60 40 0.51 G-7AI. BELMONT AV - HARDING ST 1 60 40 60 40 0.50 G-7AJ. HARDING ST - RIVER AV 1 60 40 60 40 0.20 G-7AK. RIVER AV - KENTUCKY AV 1 60 40 60 40 0.23 G-7AL. KENTUCKY AV - WHITE RIVER PKY, W DR 1 60 48 60 48 0.10 G-7AM. WHITE RIVER PKY, W DR - WEST ST 1 60 48 60 48 0.46 G-7AN. WEST ST - MERIDIAN ST 1 55 50 55 50 0.44 G-7AO. MERIDIAN ST - MADISON AV 1 60 48 60 48 0.25 G-7AP. MADISON AV - NEW JERSEY ST 1 96 48 96 48 0.14 G-8B.1Q. NEW JERSEY ST - EAST ST 1 40 28 40 28 0.11 G-8B.1R. EAST ST - I-65 1 50 24 50 24 0.20 G-8B.1S. I-65 - LEONARD ST 1 50 24 50 24 0.10 G-8B.1T. LEONARD ST - SHELBY ST 1 60 24 60 24 0.27 G-8B.1U. SHELBY ST - PROSPECT ST 1 50 32 50 32 0.20 G-8B.1

115. NEW JERSEY STREETA. MICHIGAN ST - NEW YORK ST 1 90 40 90 40 0.18 G-8B.1B. NEW YORK ST - MARKET ST 1 90 40 90 40 0.18 G-8B.1C. MARKET ST - WASHINGTON ST 1 90 40 90 40 0.09 G-8B.1

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

36

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

116. NEW YORK STREETA. WHITE RIVER PKY, W DR - WHITE RIVER PKY, E DR 1 50 26 50 26 0.20 G-8B.1B. WHITE RIVER PKY, E DR - AGNES ST 1 50 38 50 38 0.40 G-8B.1C. AGNES ST - WEST ST 1 75 40 75 40 0.34 G-8B.1D. WEST ST - SENATE AV 1 90 40 90 40 0.20 G-8B.1E. SENATE AV - CAPITOL AV 1 90 40 90 40 0.10 G-8B.1F. CAPITOL AV - MERIDIAN ST 1 90 45 90 45 0.20 G-8B.1G. MERIDIAN ST - DELAWARE ST 1 90 50 90 50 0.19 G-8B.1H. DALAWARE ST - ALABAMA ST 1 90 50 90 50 0.09 G-8B.1I. ALABAMA ST - EAST ST 1 90 40 90 40 0.19 G-8B.1J. EAST ST - PINE ST 1 60 45 60 45 0.43 G-8B.1K. PINE ST - DORMAN ST 1 80 45 80 45 0.19 G-8B.1L. DORMAN ST - HIGHLAND AV 1 80 45 80 45 0.07 G-8B.1M. HIGHLAND AV - ARSENAL AV 1 50 36 50 36 0.20 G-8B.1N. ARSENAL AV - STATE ST 1 80 45 80 45 0.15 G-8B.1O. STATE ST - RANDOLPH ST 1 80 45 80 45 0.11 G-8B.1P. RANDOLPH ST - RURAL ST 1 60 45 60 45 0.63 G-8B.1Q. RURAL ST - SHERMAN DR 1 60 45 60 45 0.78 G-8B.1R. SHERMAN DR - EMERSON AV 1 60 45 60 45 1.00 G-8B.1 (SEE PLEASANT RUN PKY, N DR)

117. NORTH STREETA. SENATE AV - ILLINOIS ST 1 90 40 90 40 0.20 G-7AB. ILLINOIS ST - MERIDIAN ST 1 90 40 90 40 0.10 G-7AC. MERIDIAN ST - PENNSYLVANIA ST 1 90 60 90 60 0.10 G-7AD. PENNSYLVANIA ST - DELAWARE ST 1 90 60 90 60 0.10 G-7AE. DELAWARE ST - EAST ST 1 90 40 90 40 0.28 G-7AF. EAST ST - I-65 1 60 26 60 26 0.30 G-7A

118. NORTHEASTERN AVENUEA. SOUTHEASTERN AV - POST RD 3 50 22 80 24 0.10 A-10CB. POST RD - I-74 3 50 22 80 24 0.50 A-10C (SEE VANDERGRIFF RD)

119. NOWLAND AVENUE (SEE COMMERCE AV)A. WINDSOR ST - JEFFERSON AV 1 60 40 60 40 0.28 G-7A (SEE BROOKSIDE PKY, S DR)

120. OAKLANDON ROADA. 86TH ST - 79TH ST 3 40 18 140 24-24 1.00 A-9CB. 79TH ST - PENDLETON PIKE 3 40 18 80 24 1.85 A-10C (SEE GERMANTOWN RD)

121. OHIO STREETA. WEST ST - SENATE AV 1 90 40 90 40 0.19 G-7AB. SENATE AV - CAPITOL AV 1 90 60 90 60 0.10 G-7AC. CAPITOL AV - ILLINOIS ST 1 90 60 90 60 0.10 G-7AD. ILLINOIS ST - MERIDIAN ST 1 90 60 90 60 0.10 G-7AE. MERIDIAN ST - PENNSYLVANIA ST 1 90 60 90 60 0.10 G-7AF. PENNSYLVANIA ST - ALABAMA ST 1 90 60 90 60 0.20 G-7AG. ALAMABA ST - NEW JERSEY ST 1 90 60 90 60 0.10 G-7AH. NEW JERSEY ST - EAST ST 1 90 60 90 60 0.10 G-7AI. EAST ST - COLLEGE AV 1 80 42 80 42 0.20 G-7AJ. COLLEGE AV - PINE ST. 1 - 20 - 20 0.11 G-7A

122. OLIVER AVENUEA. WARMAN AV - BELMONT AV 1 60 42 60 42 0.51 G-9AB. BELMONT AV - HARDING ST 1 80 49 80 49 0.44 G-9AC. HARDING ST - KENTUCKY AV 1 80 49 80 49 0.90 G-9A (SEE MCCARTY ST)

123. PADDOCK ROAD (SEE MENDENHALL RD)A. REYNOLDS RD - MOORESVILLE RD (23) 3 - 0 S 24-24 0.60 B-9C-XB. MOORESVILLE RD - RALSTON RD 3 40 18 140 24-24 0.50 A-9CC. RALSTON RD - COUNTY LINE S. RD 3 40 18 140 24-24 0.50 A-9C

124. PAYNE ROADA. 86TH ST - QUETICO 3 60 24 140 24-24 0.31 A-7CB. QUETICO - 79TH ST 3 60 24 140 24-24 0.67 A-7CC. 79TH ST - 71ST ST (2) 3 - 0 S 24-24 1.06 B-7C-X (SEE GUION ROAD)

125. PENDLETON PIKEA. 38TH ST - SHADELAND AV 2 100 60 140 36-36 0.18 A-6B

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

37

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

B. SHADELAND AV - SADLIER DR 2 100 66 140 36-36 0.50 A-6BC. SADLIER DR - I-465 2 100 60 140 36-36 0.23 A-6BD. I-465 - FRANKLIN RD 2 100 40 140 36-36 0.40 E-6B $1,708,857 AE. FRANKLIN RD - POST RD 2 100 42 140 36-36 1.06 E-7B $3,898,544 AF. POST RD - 56TH ST 3 100 30 140 24-24 1.44 E-7C $5,313,054 AG. 56TH ST - 65TH ST 3 100 30 140 24-24 2.70 A-7C $8,899,715 AH. 65TH ST - COUNTY LINE E RD 3 100 30 140 24-24 1.00 A-7C $9,291,776 A

126. PENNSYLVANIA STREETA. FALL CREEK PKY, S DR - 16TH ST 1 50 30 50 30 1.10 G-8B.1B. 16TH ST - 11TH ST 1 60 44 60 44 0.39 G-8B.1C. 11TH ST - ST. CLAIR ST 1 60 44 60 44 0.32 G-8B.1D. ST. CLAIR ST - NEW YORK ST 1 90 60 90 60 0.45 G-8B.1E. NEW YORK ST - OHIO ST 1 90 60 90 60 0.10 G-8B.1F. OHIO ST - MARYLAND ST 1 90 60 90 60 0.20 G-8B.1G. MARYLAND ST - SOUTH ST 1 90 60 90 60 0.30 G-8B.1H. SOUTH ST - MERRILL ST 1 76 40 76 40 0.17 G-8B.1I. MERRILL ST - McCARTY ST 1 76 40 76 40 0.08 G-8B.1J. McCARTY - DELAWARE ST 1 80 36 80 36 0.19 G-8A.1 (SEE MADISON AV)

127. PIKE PLAZA ROAD (SEE GEORGETOWN RD)A. LAFAYETTE RD - MOLLER RD 3 100 24-24 140 24-24 0.72 F-7C $400,000 A (SEE MOLLER RD)

128. PLEASANT RUN PKWY, N DR (SEE NEW YORK ST)A. EMERSON AV - MICHIGAN ST 1 100 40 100 40 0.30 G-9AB. MICHIGAN ST - ARLINGTON AV 1 50 36 50 36 0.85 G-9A

129. POLCO STREETA. 16TH ST - 10TH ST 2 80 48 120 24-24 0.50 G-7B

130. POST ROADA. 56TH ST ST - CONRAIL 2 55 40 120 24-24 0.40 A-7BB. CONRAIL - PENDLETON PIKE 2 50 48 120 24-24 0.34 A-7BC. PENDLETON PIKE - 46TH ST 2 100 24-24 120 24-24 0.26 G-7BD. 46TH ST - 38TH ST 2 100 24-24 120 24-24 1.00 G-7BE. 38TH ST - 30TH ST 2 100 24-24 120 24-24 1.00 G-7BF. 30TH ST - I-70 2 120 36-36 140 36-36 0.70 G-6BG. I-70 - 21ST ST 2 120 36-36 140 36-36 0.25 G-6BH. 21ST ST - 16TH ST 2 100 24-24 120 24-24 0.50 G-7BI. 16TH ST - 10TH ST 2 100 24-24 120 24-24 0.50 G-7BJ. 10TH ST - WASHINGTON ST 2 100 24-24 120 24-24 0.55 G-7BK. WASHINGTON ST - CONRAIL 3 100 21 140 24-24 0.20 A-7CL. CONRAIL - RAWLES AV 3 70 21 140 24-24 0.60 A-7CM. RAWLES AV - BROOKVILLE RD 3 50 21 140 24-24 1.47 E-7C $7,870,166 DN. BROOKVILLE RD - RAYMOND ST 3 50 21 140 24-24 0.47 E-7C DO. RAYMOND ST - I-74 3 50 20 140 24-24 1.73 A-7C DP. I-74 - CINDY LN 3 120 20 140 24-24 0.13 A-7CQ. CINDY LN - NORTHEASTERN AV 3 50 20 140 24-24 0.46 A-7C (SEE FRANKLIN RD)

131. PRESLEY STREETA. MOORESVILLE RD - HAYWORTH RD 3 50 18 80 24 0.13 A-10C (SEE HAYWORTH RD)

132. PROSPECT STREETA. MADISON AV - NEW JERSEY ST 1 40 24 40 24 0.20 G-8B.1B. NEW JERSEY ST - EAST ST 1 40 30 40 30 0.05 G-8B.1C. EAST ST - LEONARD ST 1 60 30 60 30 0.30 G-8B.1D. LEONARD ST - SHELBY ST 1 60 30 60 30 0.20 G-8A.1E. SHELBY ST - STATE ST 1 80 50 80 50 0.50 G-7AF. STATE ST - KEYSTONE AV 1 60 40 60 40 0.50 G-7AG. KEYSTONE AV - SHERMAN DR 1 60 40 60 40 1.01 G-7AH. SHERMAN DR - SOUTHEASTERN AV 2 60 40 120 24-24 0.19 A-7BI. SOUTHEASTERN AV - WORCESTER RD 2 66 19 120 24-24 0.56 A-7BJ. WORCESTER RD - EMERSON AV 2 100 18 120 24-24 0.25 A-7BK. POST RD - GERMAN CHURCH RD 3 35 20 140 24-24 2.00 A-9CL. GERMAN CHURCH RD - COUNTY LINE E RD 3 40 20 140 24-24 1.00 A-9C

133. RACEWAY ROADA. FISHBACK RD - 65TH ST 3 50 20 140 24-24 0.60 A-9CB. 65TH ST - 56TH ST 3 50 20 140 24-24 1.46 A-9CC. 56TH ST - CRAWFORDSVILLE RD 3 45 20 140 24-24 2.34 E-7CD. CRAWFORDSVILLE RD - 21ST ST 3 50 22 140 24-24 1.71 A-7CE. 21ST ST - WARRINGTON DR 3 50 22 140 24-24 1.20 A-7CF. WARRINGTON DR - WELLSTON DR 3 100 22 140 24-24 0.31 A-7C

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

38

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

G. WELLSTON DR - WASHINGTON ST 3 50 22 140 24-24 2.85 A-7C

134. RALSTON ROAD A. PADDOCK RD - MANN RD 3 40 16 80 24 2.01 A-10C

135. RAWLES AVENUE (SEE ENGLISH AV)A. FRANKLIN RD - POST RD 3 50 20 140 24-24 0.90 A-9C

136. RAYMOND STREET (SEE AIRPORT EXWY)A. HARDING ST - WHITE RIVER PKY, W DR 1 100 24-24 100 24-24 0.79 G-7AB. WHITE RIVER PKY, W DR - MERIDIAN ST 1 100 24-24 100 24-24 0.98 G-7AC. MERIDIAN ST - SHELBY ST 1 100 24-24 100 24-24 1.00 G-7AD. SHELBY ST - I-65 1 100 36-36 100 36-36 0.10 G-6AE. I-65 - STATE ST 1 100 36-36 100 36-36 0.34 G-6AF. STATE ST - KEYSTONE AV 1 100 36-36 100 36-36 0.50 G-6AG. KEYSTONE AV - CHURCHMAN AV 1 100 36-36 100 36-36 0.10 G-6AH. CHURCHMAN AV - SHERMAN DR 2 100 24-24 120 24-24 0.90 G-7BI. SHERMAN DR - EMERSON AV 2 100 24-24 120 24-24 1.00 G-7BJ. EMERSON AV - SOUTHEASTERN AV 3 100 24-24 140 24-24 0.60 G-7CK. SOUTHEASTERN AV - HUNTER RD 3 90 18 140 24-24 1.15 A-7CL HUNTER RD - FRANKLIN RD 3 50 18 140 24-24 1.25 A-7CM. FRANKLIN RD - POST RD 3 40 18 140 24-24 0.90 A-7CN. POST RD - DAVIS RD 3 50 18 140 24-24 1.00 A-7C

137. REAL STREET (SEE 96TH ST)A. NORA LA - WESTFIELD BL 3 30 18 140 24-24 0.45 A-9C

138. REED ROADA. 56TH ST - EAGLE CREEK PKY 3 40 20 140 24-24 0.60 A-9C (SEE EAGLE CREEK PKY)

139. RIVER ROAD (SEE BRANDT RD)A. BRANDT RD - 82ND ST 3 40 20 140 24-24 1.00 A-9C

140. RIVERSIDE DRIVE, EASTA. 30TH ST - 29TH ST 1 75 30 75 30 0.10 G-9AB. 29TH ST - BURDSAL PKY 1 75 30 75 30 0.50 G-9AC. BURDSAL PKY - 16TH ST 1 75 30 75 30 0.80 G-9A

141. ROCKVILLE ROADA. RACEWAY RD - COUNTRY CLUB RD 3 120 24-24 160 36-36 1.00 E-6C BB. COUNTRY CLUB RD - GIRLS SCHOOL RD 3 120 24-24 160 36-36 1.00 E-6C $9,831,532 BC. GIRLS SCHOOL RD - HIGH SCHOOL RD 2 140 24-24 140 36-36 1.05 E-6B BD. HIGH SCHOOL RD - I-465 2 140 24-24 140 36-36 0.16 E-6B BE. I-465 - LYNHURST DR 2 120 24-24 120 24-24 0.85 G-7BF. LYNHURST DR - ROENA ST 2 64 24 120 24-24 1.00 E-7B $4,058,694 DG. ROENA ST - ROBTON ST 2 64 24 64 24-24 0.25 E-7B DH. ROBTON ST - WASHINGTON ST 2 64 24 64 24-24 0.70 E-7B D

142. RURAL STREET (SEE KEYSTONE WY)A. BLOYD AV - BROOKSIDE PKY, S DR 1 60 40 60 40 0.68 G-7AB. BROOKSIDE PKY, S DR - 10TH ST 1 60 36 60 36 0.29 G-7AC. 10TH ST - MICHIGAN ST 1 50 30 50 30 0.47 G-7AD. MICHIGAN ST - NEW YORK ST 1 60 40 60 40 0.18 G-7AE. NEW YORK ST - WASHINGTON ST 1 60 40 60 40 0.24 G-7AF. WASHINGTON ST - ENGLISH AV 1 60 40 60 40 0.59 G-7A (SEE HOYT AV)

143. RUSSEL AVENUEA. MERRILL ST - MCCARTY ST 1 80 50 80 50 0.19 G-7A (SEE MERIDIAN ST)

144. SARGENT ROADA. 96TH ST - 82ND ST 3 50 16 80 24 1.63 A-10CB. 82ND ST - FALL CREEK RD 3 50 16 80 24 1.94 A-10C

145. SENATE AVENUEA. FALL CREEK PKY, N DR - 21ST ST 1 60 46 60 46 0.11 G-7A (SEE SENATE BLVD)B. 16TH ST - 11TH ST 1 70 50 70 50 0.40 G-7AC. 11TH ST - 10TH ST 1 80 50 80 50 0.08 G-7AD. 10TH ST - ST. CLAIR ST 1 80 45 80 45 0.19 G-7A

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

39

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EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

E. ST. CLAIR ST - NORTH ST 1 90 45 90 45 0.17 G-7AF. NORTH ST - MICHIGAN ST 1 90 45 90 45 0.10 G-7AG. MICHIGAN ST - VERMONT ST 1 90 60 90 60 0.10 G-7AH. VERMONT ST - NEW YORK ST 1 90 60 90 60 0.10 G-7AI. NEW YORK ST - OHIO ST 1 90 60 90 60 0.10 G-7A

146. SENATE BLVD (SEE SENATE AVE)A. 21ST - 16TH ST 1 80 48 80 48 0.47 G-7A

147. SENOUR ROAD (SEE GERMAN CHURCH RD)A. TROY AV - THOMPSON RD 3 40 20 140 24-24 2.00 A-7CB. THOMPSON RD - I-74 3 50 20 140 24-24 1.21 A-7C (SEE ACTON RD)

148. SHADELAND AVENUEA. 82ND ST - 71ST ST 3 90 48 140 24-24 1.52 A-7CB. 71ST ST - FALL CREEK RD 3 90 48 140 24-24 0.93 A-7CC. FALL CREEK RD - 56TH ST 3 80 24-24 140 24-24 0.85 G-7CD. 56TH ST - MEADOWVIEW DR 2 90 24-24 120 24-24 0.78 G-7BE. MEADOWVIEW DR - 46TH ST 2 90 24-24 120 24-24 0.25 A-7BF. 46TH ST - 42ND ST 2 90 24-24 120 24-24 0.40 A-7BG. 42ND ST - PENDLETON PIKE 2 90 24 120 24-24 0.50 E-7B $1,452,759 AH. PENDLETON PIKE - 38TH ST 2 90 36-24 120 24-24 0.10 A-7BI. 38TH ST - 30TH ST 2 100 24-24 140 36-36 1.00 E-7B $158,000 AJ. 30TH ST - CSX RAILROAD 2 100 24-24 140 36-36 0.30 E-7B " AK. CSX RAILROAD - I-70 2 100 36-36 140 36-36 0.50 A-6BL. I-70 - 21ST ST 2 100 36-36 140 36-36 0.10 G-6BM. 21ST ST - 16TH ST 2 90 36-36 140 36-36 0.50 A-6BN. 16TH ST - 10TH ST 2 90 36-36 140 36-36 0.50 A-6BO. 10TH ST - WASHINGTON ST 2 145 36-36 140 36-36 0.65 A-6BP. WASHINGTON ST - CONRAIL 2 110 24-24 140 36-36 0.20 A-5Q. CONRAIL - ENGLISH AV 2 220 24-24 220 36-36 0.52 A-5R. ENGLISH AV - BROOKVILLE RD 2 220 24-24 220 36-36 0.56 A-5S. BROOKVILLE RD - I-465 2 220 24-24 220 36-36 0.90 A-5

149 SHELBY STREETA. SOUTHEASTERN AV - PROSPECT ST 1 60 36V 60 36V 1.01 G-7AB. PROSPECT ST - MORRIS ST 1 55 40 55 40 0.05 G-7AC. MORRIS ST - PLEASANT RUN PKY, N D 1 60 40 60 40 0.40 G-7AD. PLEASANT RUN PKY, N DR - 0 0 RAYMOND ST 1 60 40 60 40 0.50 G-7AE. RAYMOND ST - CARSON AV 1 60 40 60 40 0.80 G-9AF. CARSON AV - TROY AV 1 60 46 60 46 0.17 G-9AG. TROY AV - HANNA AV 2 60 40 120 24-24 1.00 A-9BH. HANNA AV - MADISON AV 2 60 40 120 24-24 0.50 A-9BI. SOUTHPORT RD - STOP 10 RD 2 90 22 120 24-24 0.47 A-9BJ. STOP 10 RD - US 31 2 90 36 120 24-24 0.28 A-9BK. US 31 - STOP 12 RD 3 60 22 140 24-24 1.02 A-9CL. STOP 12 RD - S. COUNTY LINE RD 3 90 22 140 24-24 0.48 A-9C

150. SHELBYVILLE ROADA. THOMPSON RD - HELENA AV 3 50 18 140 24-24 0.65 A-9CB. HELENA AV - EDGEWOOD AV 3 40 18 80 24 1.23 A-10CC. EDGEWOOD AV - SOUTHPORT RD 3 45 18 80 24 1.45 A-10CD. SOUTHPORT RD - FIVE POINTS RD 3 50 18 80 24 0.44 A-10CE. FIVE POINTS RD - FRYE RD 3 45 18 80 24 1.00 A-10CF. FRYE RD - STOP 11 RD 3 40 18 80 24 0.05 A-10CG. STOP 11 RD - FRANKLIN RD 3 45 18 80 24 0.70 A-10CH. FRANKLIN RD - MAZE RD 3 50 18 80 24 0.10 A-10CI. MAZE RD - BOUNDARY 3 45 18 80 24 0.55 A-10C

151. SHERMAN DRIVEA. 46TH ST - 38TH ST 2 70 18 120 24-24 1.00 A-7BB. 38TH ST - 34TH ST 1 60 48 60 48 0.50 G-7AC. 34TH ST - 30TH ST 1 60 48 60 48 0.50 G-7AD. 30TH ST - 25TH ST 1 60 40 60 40 0.50 G-7AE. 25TH ST - MASSACHUSETTS AV 1 60 49 60 49 0.15 G-7AF. MASSACHUSETTS AV - 21ST ST 2 70 48 120 24-24 0.35 A-7BG. 21ST ST - 16TH ST 1 70 48 70 48 0.49 G-7AH. 16TH ST - 10TH ST 1 70 48 70 48 0.49 G-7AI. 10TH ST - WASHINGTON ST 1 60 27 60 27 0.81 G-7AJ. WASHINGTON ST - ENGLISH AV 1 60 30 60 30 0.62 G-7AK. ENGLISH AV - SOUTHEASTERN AV 1 45 30 45 30 0.36 G-7AL. SOUTHEASTERN AV - PROSPECT ST 1 50 20 50 20 0.11 G-7AM. PROSPECT ST - MINNESOTA ST 2 50 20 120 24-24 0.50 A-7BN. MINNESOTA ST - RAYMOND ST 2 50 20 120 24-24 0.49 A-7BO. RAYMOND ST - BETHEL ST 2 50 48 120 24-24 0.14 A-7B

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

40

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EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

P. BETHEL ST - SOUTHERN AV 2 70 50 120 24-24 0.35 G-7BQ. SOUTHERN AV - BUFFALO ST 1 50 20 50 20 0.38 G-7AR. BUFFALO ST - ALBANY ST 1 50 40 50 40 0.10 G-7AS. ALBANY ST - MAIN ST (BG) 2 50 40 120 24-24 0.09 A-7BT. MAIN ST (BG) - HANNA AV 2 50 20 120 24-24 0.90 A-7BU. HANNA AV - THOMPSON RD 2 55 20 120 24-24 1.01 A-7B

152. SOUTH STREETA. WEST ST - ILLINOIS ST 1 90 50 90 50 0.38 G-7AB. ILLINOIS ST - MERIDIAN ST 1 90 50 90 50 0.10 G-7AC. MERIDIAN ST - PENNSYLVANIA ST 1 90 50 90 50 0.10 G-7AD. PENNSYLVANIA ST - EAST ST 1 90 50 90 50 0.40 G-7A (SEE FLETCHER AV)

153. SOUTHEASTERN AVENUEA. WASHINGTON ST - ARSENAL AV 1 70 40 70 40 0.05 G-9AB. ARSENAL AV - STATE ST 1 70 55 70 55 0.57 G-9AC. STATE ST - RURAL ST 1 70 35 70 35 0.82 G-9AD. RURAL ST - CONRAIL 1 70 30 70 30 0.43 G-9AE. CONRAIL - SHERMAN DR 1 100 23 100 23 0.38 G-9AF. SHERMAN DR - PROSPECT ST 2 100 23 120 24-24 0.20 A-9BG. PROSPECT ST - RAYMOND ST 2 100 23 120 24-24 1.71 A-9BH. RAYMOND ST - ARLINGTON AV 3 90 24-24 140 24-24 0.46 G-9CI. ARLINGTON AV - I-74 3 120 24-24 140 24-24 0.35 G-9CJ. I-74 - FRANKLIN RD 3 100 21 140 24-24 2.64 A-9CK. FRANKLIN RD - NORTHEASTERN AV 3 90 21 140 24-24 0.53 A-9CL. NORTHEASTERN AV - THOMPSON RD 3 100 20 140 24-24 0.90 A-9CM. THOMPSON RD - EDGEWOOD AV 3 100 20 140 24-24 1.80 A-9CN. EDGEWOOD AV - ACTON RD 3 50 18 140 24-24 0.28 A-9C

154. SOUTHPORT ROAD (SEE CAMBY RD)A. MANN RD - SR 37 EXPRESSWAY 3 50 19 140 24-24 3.10 E-7C $5,887,725 DB. SR 37 EXPRESSWAY - HARDING ST 3 50 19 140 24-24 0.80 E-7C $3,500,000 AC. HARDING ST - BLUFF RD 3 50 19 140 24-24 0.26 E-7C " AD. BLUFF RD - MERIDIAN ST 2 90 22 120 24-24 1.20 E-7C $4,000,000 DE. MERIDIAN ST - EAST ST 2 90 22 120 24-24 0.60 E-7C $2,133,166 DF. EAST ST - SHELBY ST 2 90 22 120 24-24 0.42 E-7CG. SHELBY ST - MADISON AV 2 90 28 120 24-24 0.66 A-7BH. MADISON AV - CONRAIL 2 40 34V 120 24-24 0.22 A-7BI. CONRAIL - MCFARLAND 2 40 24 120 24-24 0.64 A-7BJ. MCFARLAND RD - HEARTHSTONE WY 2 100 24 120 24-24 0.35 A-7BK. HEARTHSTONE WY - GRAY RD 2 100 36 120 24-24 0.40 A-7BL. GRAY RD - I-65 2 100 24-24 120 24-24 0.34 G-7BM. I-65 - EMERSON AV 3 180 24-24 180 24-24 0.35 G-7CN. EMERSON AV - ARLINGTON AV 3 50 18 140 24-24 1.01 A-7CO. ARLINGTON AV - FRANKLIN RD 3 50 22 140 24-24 2.33 A-7CP. FRANKLIN RD - ACTON RD 3 50 21 140 24-24 2.72 A-7C

155. SR-37 (NORTH) (SEE I-69 & BINFORD BL)A. I-465 - 75TH ST 2 170 24-24 170 36-36 0.40 A-6B

156. SR-37 EXPRESSWAY (SOUTH)A. I-465 - EDGEWOOD AV 3 210 24-24 210 36-36 1.40 F-4 $8,228,177 BB. EDGEWOOD AV - BLUFF RD 3 190 24-24 200 36-36 2.80 E-4 $5,756,859 BC. SR 37 EXWY - COUNTY LINE S RD 3 120 24-24 200 36-36 0.23 E-4 $516,410 B (SEE BLUFF RD: JOHNSON COUNTY)

157. STADIUM DRIVEA. 16TH ST - 10TH ST 1 60 42 60 42 0.70 G-7A (SEE INDIANA AV)

158. STATE AVENUEA. MICHIGAN ST - WASHINGTON ST 1 75 35 75 35 0.77 G-9AB. WASHINGTON ST - SOUTHEASTERN AV 1 80 35 80 35 0.24 G-9AC. SOUTHEASTERN AV - ENGLISH AV 1 75 34 75 34 0.28 G-9AD. ENGLISH AV - PROSPECT ST 1 60 30 60 30 0.49 G-9AE. PROSPECT ST - PLEASANT RUN PKY, N DR 1 50 20 50 20 1.00 G-9AF. PLEASANT RUN PKY, N DR - RAYMOND ST 1 50 18 50 18 0.50 G-9AG. RAYMOND ST - WALKER AV 1 50 18 50 18 0.30 G-9AH. WALKER AV - SOUTHERN AV 1 30 18 30 18 0.17 G-9AI. SOUTHERN AV - CRUFT ST 1 60 18 60 18 0.06 G-9AJ. CRUFT ST - GIMBER ST 1 60 18 60 18 0.12 G-9AK. GIMBER ST - TROY AV 1 60 18 60 18 0.30 G-9A

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

41

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-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

159. STOP 11 ROADA. SR 37 - BELMONT AV (22) 3 - 0 S 48 0.07 B-9CB. BELMONT AV - BLUFF RD (22) 3 40 16 S 48 0.04 A-9CC. BLUFF RD - RAHKE RD 3 100 18 140 24-24 1.40 A-9C (SEE MERIDIAN SCHOOL RD)D. SINGLETON AV -SHELBY ST 3 60 20 200 24-24 0.48 A-9CE. SHELBY ST - US 31 3 60 48 140 24-24 0.13 A-9CF. US 31 - MADISON AV 3 80 24-24 140 24-24 0.74 E-9CG. MADISON AV - L. & I. RAILROAD 3 60 36 140 24-24 0.25 E-9C 3,000,000 AH. L. & I. RAILROAD - EMERSON AV 3 50 18 140 24-24 1.85 E-9C " AI. EMERSON AV - SHELBYVILLE RD 3 45 18 140 24-24 2.84 A-9C (SEE FRYE RD)

160. SUNNYSIDE ROADA. 79TH ST - 75TH ST 3 50 18 140 24-24 0.50 A-7CB. 75TH ST - 63RD ST 3 50 18 140 24-24 1.20 A-7CC. 63RD ST - PENDLETON PIKE 3 50 18 140 24-24 0.60 A-7C (SEE GERMAN CHURCH RD)

161. SUTHERLAND AVENUEA. 38TH ST - 34TH ST 1 50 45 50 45 0.57 G-9AB. 34TH ST - DR. A.J. BROWN AV 1 90 50 90 50 0.10 G-9A (SEE DR. A.J. BROWN AV)

162. THOMPSON ROADA. KENTUCKY AV - HIGH SCHOOL RD (15) 3 - 0 S 48 0.24 B-9C-XB. HIGH SCHOOL RD - WYCLIFF DR 3 50 20 140 24-24 0.29 A-9C " CC. WYCLIFF DR - TINCHER RD 3 65 20 140 24-24 0.45 A-9C $5,134,677 CD. TINCHER RD - MANN RD 3 50 20 140 24-24 0.60 A-9C " CE. SR 37 EXWY - BLUFF RD (16) 3 - 0 S 24-24 0.69 B-10CF. BLUFF RD - MERIDIAN ST 2 90 21 120 24-24 0.81 A-7BG. MERIDIAN ST - EAST ST 2 100 24-24 120 24-24 0.51 G-7BH. EAST ST - MADISON AV 2 100 24-24 120 24-24 0.61 G-7BI. MADISON AV - KEYSTONE AV 2 60 18 120 24-24 0.85 A-7BJ. KEYSTONE AV - McFARLAND RD 2 60 18 120 24-24 0.44 A-7BK. MCFARLAND RD - CARSON AV 2 50 18 120 24-24 0.08 A-7BL. CARSON AV - SHERMAN DR 2 50 18 120 24-24 0.50 A-7BM. SHERMAN DR - SHELBYVILLE RD 2 50 18 120 24-24 0.23 A-7BN. SHELBYVILLE RD - EMERSON AV 2 50 18 120 24-24 0.77 A-7BO. EMERSON AV - ARLINGTON AV 3 50 24 140 24-24 1.00 A-7CP. ARLINGTON AV - FIVE POINTS RD 3 50 18 140 24-24 1.04 A-7CQ. FIVE POINTS RD - FRANKLIN RD 3 50 21 140 24-24 1.41 A-7CR. FRANKLIN RD - SOUTHEASTERN AV 3 40 18 140 24-24 1.20 A-7CS. SOUTHEASTERN AV - SENOUR RD 3 50 20 140 24-24 1.08 A-7CT. SENOUR RD - COUNTY LINE E RD 3 50 18 140 24-24 1.27 A-7C

163. TIBBS AVENUEA. WASHINGTON ST - MORRIS ST 2 45 20 120 24-24 0.92 A-9BB. MORRIS ST - MINNESOTA ST 2 90 20 120 24-24 0.50 A-9BC. MINNESOTA ST - AIRPORT EXY 2 50V 30 120 24-24 0.50 A-9BD. AIRPORT EXY - KELLY ST 2 50V 42 120 24-24 0.10 A-9BE. KELLY ST - BRYANT ST 2 50V 42 120 24-24 0.40 A-9BF. BRYANT ST - KENTUCKY AV 2 50V 22 120 24-24 0.30 A-9B

164. TOWNSHIP LINE ROADA. 96TH ST - 86TH ST 3 90 18 140 24-24 1.00 E-7C $7,576,416 BB. 86TH ST - 79TH ST 2 90 18 120 24-24 1.00 E-7C " BC. 79TH ST - WESTLANE RD (3) 2 - 0 S 24-24 0.75 C-7B-X $5,636,075 CD. WESTLANE RD - MICHIGAN RD 3 100 24 140 24-24 0.63 A-7C (SEE COOPER RD)

165. TRADERS LANEA. WILSON RD - LAFAYETTE RD 3 120 24 120 24 0.40 A-10C

166. TROY AVENUEA. HARDING ST - DIVISION ST 2 50 18 120 24-24 0.25 A-7BB. DIVISION ST - BLUFF RD 2 70 18 120 24-24 0.73 A-7BC. BLUFF RD - MERIDIAN ST 2 96 19 120 24-24 0.50 A-7BD. MERIDIAN ST - BRILL RD 2 50 20 120 24-24 0.25 A-7BE. BRILL RD - MADISON AV 2 60 20 120 24-24 0.20 A-7BF. MADISON AV - EAST ST 2 60 48 120 24-24 0.06 A-7BG. EAST ST - CONRAIL 2 70 48 120 24-24 0.20 A-7BH. CONRAIL - SHELBY ST 2 60 48 120 24-24 0.38 A-7BI. SHELBY ST - BOYD AV 2 80 20 120 24-24 0.30 A-7BJ. BOYD AV - KEYSTONE AV 2 80 20 120 24-24 0.70 A-7BK. KEYSTONE AV - PERKINS AV 2 50 20 120 24-24 0.54 A-7B (SEE ALBANY ST)L. ARLINGTON AV - HUNTER RD 3 60 18 140 24-24 1.00 A-9CM. SOUTHEASTERN AV - FRANKLIN RD 3 40 20 140 24-24 1.40 A-9CN. FRANKLIN RD - POST RD 3 40 20 140 24-24 0.58 A-9C

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

42

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

O. POST RD - DAVIS RD 3 45 20 140 24-24 0.95 A-9CP. DAVIS RD - SENOUR RD 3 40 20 140 24-24 0.85 A-9C

167. UNIVERSITY BLVD.A. 10TH ST - WALNUT ST 1 100 24-24 100 24-24 0.25 G-7AB. WALNUT ST - NORTH ST 1 100 48 100 48 0.10 G-7AC. NORTH ST - MICHIGAN ST 1 100 24-24 100 24-24 0.08 G-7AD. MICHIGAN ST - NEW YORK ST 1 80 48 80 48 0.22 G-7A

168. VANDERGRIFF ROAD (SEE NORTHEASTERN AV)A. I-74 - DAVIS RD 3 45 18 80 24 0.78 A-10CB. DAVIS RD - SENOUR RD 3 45 20 80 24 0.75 A-10CC. SENOUR RD - COUNTY LINE E RD 3 45 20 80 24 1.30 A-10C

169. VERDIN STA. 63RD ST. - OAKLANDON RD. 3 40 20 80 24 0.32 A-10C

170. VERMONT STREETA. CONCORD ST - WARMAN AVE 1 55 27 55 27 0.20 G-9A (SEE WARMAN AVE)B. SENATE ST - ILLINOIS ST 1 90 40 90 40 0.20 G-7AC. ILLINOIS ST - MERIDIAN ST 1 90 40 90 40 0.10 G-7AD. MERIDIAN ST - PENNSYLVANIA ST 1 90 60 90 60 0.10 G-7AE. PENNSYLVANIA ST - DELAWARE ST 1 90 40 90 40 0.10 G-7AF. DELAWARE ST - ALABAMA ST 1 90 40 90 40 0.10 G-7A

171. VIRGINIA AVENUEA. COLLEGE AV - I-65 1 80 57 80 57 0.57 G-7AB. I-65 - LEONARD ST 1 80 57 80 57 0.10 G-7AC. LEONARD ST - SHELBY ST 1 80 57 80 57 0.25 G-7A

172. WARMAN AVENUE (SEE VERMONT ST)A. VERMONT ST - OLIVER AV 1 55 30 55 30 0.97 G-10AB. OLIVER AV - MORRIS ST 1 55 30 55 30 1.00 A-10A

173. WASHINGTON BOULEVARDA. 30TH ST - 29TH ST 1 50 35 50 35 0.12 G-8B.1B. 29TH ST - FALL CREEK PKY, N DR 1 50 35 50 35 0.16 G-8B.1 (SEE DELAWARE ST)

174. WASHINGTON STREETA. RACEWAY RD - GIRLS SCHOOL RD 3 80 42 140 24-24 2.13 E-7C $6,900,000 AB. GIRLS SCHOOL RD - HIGH SCHOOL RD 2 80 24-24 120 24-24 1.10 A-7BC. HIGH SCHOOL RD - I-465 2 80 24-24 120 24-24 0.30 A-7BD. I-465 - MORRIS ST 2 80 40 120 24-24 0.33 A-7BE. MORRIS ST - LYNHURST DR 2 80 40 120 24-24 0.45 A-7BF. LYNHURST DR - HOLT RD 2 80 40 120 24-24 1.40 A-7BG. HOLT RD - ROCKVILLE RD 2 80 40 140 36-36 0.33 A-6BH. ROCKVILLE RD - TIBBS AV 1 80 52 80 52 0.42 G-6AI. TIBBS AV - WARMAN AV 1 80 62 80 62 0.30 G-6AJ. WARMAN AV - BELMONT AV 1 80 62 80 62 0.28 G-6AK. BELMONT AV - HARDING ST 1 80 50 80 50 0.50 G-6AL. HARDING ST - WHITE RIVER PKY, W D 1 120 36-36 120 36-36 0.28 G-6AM. WHITE RIVER PKY, W DR - WHITE RIVER PKY, E DR 1 120 36-36 120 36-36 0.31 G-6AN. WHITE RIVER PKY,E DR - BLAKE ST 1 120 36-36 120 36-36 0.17 G-6AO. BLAKE ST - WEST ST 1 120 36-36 120 36-36 0.30 G-6AP. WEST ST - SENATE AV 1 120 80 120 80 0.19 G-8B.1Q. SENATE AV - ALABAMA ST 1 120 80 120 80 0.60 G-8B.1R. ALABAMA ST - NEW JERSEY ST 1 120 77 120 77 0.10 G-8B.1S. NEW JERSEY ST - EAST ST 1 120 77 120 77 0.10 G-6AT. EAST ST - COLLEGE AV 1 120 77 120 77 0.18 G-6AU. COLLEGE AV - SOUTHEASTERN AV 1 120 64 120 64 0.22 G-6AV. SOUTHEASTERN AV - STATE ST 1 80 52 80 52 0.55 G-6AW. STATE ST - RURAL AV 1 80 50 80 50 0.75 G-6AX. RURAL AV - SHERMAN DR 1 80 50 80 50 0.75 G-6AY. SHERMAN DR - EMERSON AV 1 80 50 80 50 1.00 G-6AZ. EMERSON AV - RITTER AV 1 80 50 80 50 0.50 G-6AAA. RITTER AV - ARLINGTON AV 1 70 50 70 50 0.50 G-6ABB. ARLINGTON AV - KITLEY AV 1 75 50 75 50 0.49 G-6ACC. KITLEY AV - SHADELAND AV 2 75 58 75 58 0.49 A-6ADD. SHADELAND AV - I-465 2 80 58 140 36-36 0.73 A-6BEE. I-465 - FRANKLIN RD 3 100 36-36 160 36-36 0.20 E-6CFF. FRANKLIN RD - POST RD 3 80 44 160 36-36 0.90 E-6C AGG. POST RD - MITTHOEFER RD 3 80 44 160 36-36 1.04 E-6C $23,000,000 AHH. MITTHOEFER RD - GRASSY CRK 3 100 24-24 160 36-36 0.35 A-6C AII. GRASSY CRK - GERMAN CHURCH RD 3 80 44 160 36-36 0.65 A-6C AJJ. GERMAN CHURCH RD - WHITBY ST 3 70 44 160 24-24 0.60 A-6C AKK. WHITBY ST - CUMBERLAND RD 3 100 44 160 24-24 0.13 A-6C $13,900,000 ALL. CUMBERLAND RD - COUNTY LINE E R 3 100 55 160 24-24 0.36 A-6C A

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

43

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

44

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

175. WEST STREET (SEE DR MARTIN L. KING JR ST)A. NORTH ST - NEW YORK ST 1 120 36-36 120 36-36 0.29 G-6AB. NEW YORK ST - WASHINGTON ST 1 120 36-36 120 36-36 0.30 G-6AC. WASHINGTON ST - MARYLAND ST 1 120 36-36 120 36-36 0.10 G-6AD. MARYLAND ST - LOUISIANA ST 1 100 36-36 100 36-36 0.20 G-6AE. LOUISIANA ST - SOUTH ST 1 90 54 90 54 0.10 G-8B.1F. SOUTH ST - MCCARTY ST 1 60 40 60 40 0.33 G-8B.1G. MCCARTY ST - MORRIS ST 1 60 24 60 24 0.35 G-8B.1H. MORRIS ST - WISCONSIN ST 1 80 48 80 24 0.13 G-8B.1I. WISCONSIN ST - PALMER ST 1 70 48 70 20 0.23 G-7AJ. PALMER ST - WHITE RIVER PARKWAY, EAST DR 1 90 20 90 20 0.23 G-7A (SEE WHITE RIVER PKY, EAST DR)K. RAYMOND ST - BLUFF RD 1 70 20 70 20 0.39 G-7A (SEE BLUFF RD)

176. WESTFIELD BOULEVARD (SEE WESTFIELD RD)A. 75TH ST - WHITE RIVER 2 90 22 120 24-24 1.07 A-9BB. WHITE RIVER - WINTHROP AV 1 65 24 65 24 0.60 G-9AC. WINTHROP AV - GUILFORD AV 1 65 40 65 40 0.10 G-9AD. GUILFORD AV - COLLEGE AV 1 50 30 50 30 0.29 G-9AE. COLLEGE AV - CENTRAL AV 1 60 24 60 24 0.28 G-9AF. CENTRAL AV - WASHINGTON BL 1 100 24 100 24 0.19 G-9AG. WASHINGTON BL - KESSLER BL 1 100 24 100 24 0.19 G-9AH. KESSLER BL - MERIDIAN ST 1 100 24 100 24 0.33 G-9AI. MERIDIAN ST - CAPITOL AV 1 100 21 100 21 0.47 G-9A

177. WESTFIELD ROAD (SEE RANGE LINE RD)A. 96TH ST - 86TH ST 3 90 22 140 24-24 1.07 A-9CB. 86TH ST - 75TH ST 3 90 22 140 24-24 1.56 A-9C (SEE WESTFIELD BL)

178. WESTLANE ROAD (SEE 71ST ST)A. MICHIGAN RD - TOWNSHIP LINE RD 2 75 36 140 24-24 0.45 A-7BB. TOWNSHIP LINE RD - GRANDVIEW 2 100 36 140 24-24 0.65 A-7B (SEE 73RD ST)

179. WHITE RIVER PKWY, W DRA. MICHIGAN ST - NEW YORK ST 1 86 44 86 44 0.25 G-9AB. NEW YORK ST - OHIO ST 1 80 44 80 44 0.15 G-9AC. OHIO ST - WASHINGTON ST 1 70 50 70 50 0.15 G-9AD. WASHINGTON ST - OLIVER ST 1 50 24 50 24 0.85 G-9AE. OLIVER ST - KENTUCKY AV 1 50 24 50 24 0.40 G-9AF. KENTUCKY AV - MORRIS ST 1 50 24 50 24 0.10 G-9A

180. WHITE RIVER PKWY, E DR (SEE WEST ST)A. WEST ST - RAYMOND ST 1 75 40 75 40 0.35 G-7A (SEE WEST ST)

181. WILSON ROADA. FISHBACK RD - TRADERS LE 3 50 20 80 24 0.80 A-10C

182. ZIONSVILLE ROADA. 96TH ST - 86TH ST 3 50 20 140 24-24 0.97 A-9C $3,530,757 CB. 86TH - CONRAIL 3 50 44 140 24-24 0.50 A-9CC. CONRAIL - 79TH ST 3 50 22 140 24-24 0.50 A-9CD. 79TH ST - 76TH ST 3 90 55 140 24-24 0.31 A-9CE. 76TH ST - 73RD ST 3 90 36 140 36 0.41 A-9CF. 73RD ST - 71ST ST 3 90 24-24 140 24-24 0.13 A-9CG. 71ST ST - ADONIS ST 3 90 24 140 24-24 0.15 A-9CH. ADONIS ST - 65TH ST 3 90 36 140 24-24 0.35 A-9CI. 65TH ST - 62ND ST 3 90 20 140 24-24 0.50 A-9C

183. 10TH STREETA. RACEWAY RD - COUNTRY CLUB RD 3 50 24 140 24-24 1.01 E-7C $7,338,874 CB. COUNTRY CLUB RD - TOMAHAWK RD 3 100 24 140 24-24 0.40 G-7C " CC. TOMAHAWK RD - GIRLS SCHOOL RD 3 100 24-24 140 24-24 0.60D. GIRLS SCHOOL RD - HIGH SCHOOL RD 2 110 24-24 120 24-24 1.00 G-7BE. HIGH SCHOOL RD - I-465 2 110 24-24 120 24-24 0.16 G-7BF. I-465 - LYNHURST DR 2 120 24-24 140 36-36 1.00 E-6BG. LYNHURST DR - COSSELL RD 2 120 24-24 140 36-36 0.30 E-6BH. COSSELL RD - HOLT RD 1 60 40 60 40 1.00 E-6AI. HOLT RD - CONCORD ST 1 50 40 50 40 0.79 E-6AJ. CONCORD ST - BELMONT AV 1 50 36 50 36 0.70 E-6AK. BELMONT AV - HARDING ST 1 50 36 50 36 0.18 E-6AL. HARDING ST - WHITE RIVER PKR, W DR 1 50 36 50 36 0.18 E-6AM. WHITE RIVER PKY, W DR - WHITE RIVER PKY, E DR 1 80 72 80 72 0.16 E-6A

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

45

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

N. WHITE RIVER PKY, E DR - INDIANA AV 1 60 60 60 60 0.70 G-6AO. INDIANA AV - 11TH ST 1 60 60 60 60 0.20 G-6AP. 11TH ST - DR M.L. KING JR ST 1 60 34 60 34 0.22 G-8B.1Q. DR M.L. KING JR ST - SENATE AV 1 33 24 33 24 0.25 G-8B.1R. SENATE AV - ILLINOIS ST 1 33 24 33 24 0.20 G-7AS. ILLINOIS ST - MERIDIAN ST 1 70 48 70 48 0.10 G-7AT. MERIDIAN ST - PENNSYLVANIA ST 1 75 48 75 48 0.10 G-7AU. PENNSYLVANIA ST - DELAWARE ST 1 85 48 85 48 0.10 G-7AV. CENTRAL AV - COLLEGE AV 1 60 34 60 34 0.20 G-7AW. COLLEGE AV - BROOKSIDE AV 1 100 24-24 100 24-24 0.35 G-7AX. BROOKSIDE AV - KEYSTONE AV 1 60 34 60 34 0.83 G-7AY. KEYSTONE AV - RURAL AV 1 50 34 50 34 0.25 G-7AZ. RURAL AV - LASALLE ST 1 50 34 50 34 0.45 G-7AAA. LASALLE ST - KEALING AV 1 50 34 50 34 0.32 G-7ABB KEALING AV - SHERMAN DR 1 75 50 75 50 0.07 G-7ACC. SHERMAN DR - EMERSON AV 1 60 40 60 40 1.01 G-7ADD. EMERSON AV - HAWTHORNE LE 1 75 40 75 40 0.22 G-7AEE. HAWTHRONE LE - RITTER AV 1 88 43 88 43 0.28 G-7AFF. RITTER AV - LESLEY AV 2 50 48 120 24-24 0.13 A-7BGG. LESLEY AV - AUDUBON RD 2 65 48 120 24-24 0.07 A-7BHH. AUDUBON RD - GRAHAM AV 2 75 48 120 24-24 0.07 A-7BII. GRAHAM AV - BOLTON AV 2 50 48 120 24-24 0.12 A-7BJJ. BOLTON AV - ARLINGTON AV 2 65 48 120 24-24 0.11 A-7BKK. ARLINGTON AV - SHADELAND AV 2 60 20 120 24-24 1.00 A-7BLL. SHADELAND AV - FRANKLIN RD 2 90 20 120 24-24 1.00 A-7BMM. FRANKLIN RD - POST RD 2 60 20 120 24-24 0.89 A-7BNN. POST RD - MITTHOEFER RD 3 90 20 140 24-24 1.04 A-9COO. MITTHOEFER RD - GRASSY CRK 3 90 24-24 140 24-24 0.35 G-9CPP. GRASSY CRK - ANGUS LE 3 50 18 140 24-24 0.30 A-9CQQ. ANGUS LE - GERMAN CHURCH RD 3 35 18 140 24-24 0.35 A-9CRR. GERMAN CHURCH RD - CUMBERLAND RD 3 45 18 140 24-24 0.74 A-9C

184. 11TH STREETA. 10TH ST - DR M.L. KING JR ST 1 60 44 60 44 0.24 G-8A.1B. DR M.L. KING JR ST - CAPITOL 1 50 33 50 33 0.35 G-8A.1C. CAPITOL - 10TH ST 1 70 36 70 36 0.10 G-8A.1D. ILLINOIS ST - MERIDIAN ST 1 60 38 60 38 0.20 G-8A.1E. MERIDIAN ST - PENNSYLVANIA ST 1 50 36 50 36 0.20 G-8A.1F. PENNSYLVANIA ST - DELAWARE ST 1 50 36 50 36 0.10 G-8A.1

185. 12TH STREETA. ILLINOIS ST - PENNSYLVANIA ST 1 70 36 70 36 0.20 G-8A.1

186. 13TH AVENUE(BEECH GROVE)A. ALBANY ST - CHURCHMAN AV 2 50 20 120 24-24 0.30 A-9B (SEE CHURCHMAN AV)

187 16TH STREET (SEE CUNNINGHAM RD)A. CUNNINGHAM RD - WORTH ST 2 70 64 120 24-24 0.15 A-9BB. WORTH ST - BILTMORE AV 2 90 64 120 24-24 0.12 A-9BC. BILTMORE AV - LYNHURST DR 2 110 52 120 24-24 0.10 A-9BD. LYNHURST DR - WINTON AV 2 100 52 120 24-24 0.19 A-9BE. WINTON AV - MAIN ST (SPEEDWAY) 2 80 52 120 24-24 0.23 A-9BF. MAIN ST (SPEEDWAY) - GEORGETOWN RD 2 70 52 120 24-24 0.10 A-7BG. GEORGETOWN RD - HOLT RD 2 90 60 140 36-36 0.80 A-6BH. HOLT RD - KESSLER BL 1 90 60 90 60 0.70 G-6AI. KESSLER BL - LAFAYETTE RD 1 90 60 90 60 0.60 G-6AJ. LAFAYETTE RD - RIVERSIDE DR E 1 90 46 90 46 0.48 G-6AK. RIVERSIDE DR E - STADIUM DR 1 90 46 90 46 0.32 G-6AL. STADIUM DR - DR M.L. KING JR ST 1 90 54 90 54 0.83 G-6AM. DR M.L. KING JR ST - SENATE AV 1 84 64 84 64 0.28 G-6AN. SENATE AV - CAPITOL AV 1 84 54 84 54 0.10 G-6AO. CAPITOL AV - MERIDIAN ST 1 84 54 84 54 0.20 G-6AP. MERIDIAN ST - PENNSYLVANIA ST 1 84 54 84 54 0.10 G-6AQ. PENNSYLVANIA ST - DELAWARE ST 1 84 54 84 54 0.10 G-6AR. DELAWARE ST - CENTRAL AV 1 55 40 55 40 0.24 G-6AS. CENTRAL AV - COLLEGE AV 1 60 40 60 40 0.25 G-6AT. COLLEGE AV - CORNELL ST 1 60 40 60 40 0.20 G-6AU. CORNELL ST - DR A.J. BROWN AV 1 60 40 60 40 0.23 G6AV. DR A.J. BROWN AV - ROOSEVELT AV 1 60 40 60 40 0.20 G7A (SEE COMMERCE AV)W. SHERMAN DR - DENNY ST 1 66 38 66 38 0.09 G-7AX. DENNY ST - EMERSON AV 1 75 38 75 38 0.92 G-7AY. EMERSON AV - LELAND ST 1 70 50 70 50 0.07 G-7AZ. LELAND ST - RITTER AV 1 70 30 70 30 0.43 G-7AAA. RITTER AV - LESLEY AV 2 50 28 120 24-24 0.12 A-7BBB. LESLEY AV - GRAHAM AV 2 70 28 120 24-24 0.13 A-7BCC. GRAHAM AV - CAMPBELL AV 2 88 28 120 24-24 0.19 A-7BDD. CAMPBELL AV - ARLINGTON AV 2 81 25 120 24-24 0.06 A-7BEE. ARLINGTON AV - RIDGEVIEW DR 2 70 18 120 24-24 0.35 A-9BFF. RIDGEVIEW DR - PLEASANT RUN PKY, N DR 2 50 22 120 24-24 0.21 A-9BGG. PLEASANT RUN PKY, N DR - SHADELAND AV 2 60 22 120 24-24 0.42 A-9B

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

46

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

HH. SHADELAND AV - FRANKLIN RD 2 90 22 120 24-24 1.00 A-9BII. FRANKLIN RD - POST RD 2 90 20 120 24-24 1.00 A-9BJJ. POST RD - MITTHOEFER RD 2 90 20 120 24-24 1.00 A-9B

188. 21ST STREETA. RACEWAY RD - COUNTRY CLUB RD 3 50 20 140 24-24 1.00 A-9CB. COUNTRY CLUB RD - CONRAIL 3 70 20 140 24-24 0.82 A-9CC. CONRAIL - GIRLS SCHOOL RD 3 50 20 140 24-24 0.85 A-9CD. GIRLS SCHOOL RD - I-465 3 40 18 140 24-24 0.80 A-9CE. I-465 - CUNNINGHAM RD 2 40 18 120 24-24 0.60 A-9BF. DR M.L. KING JR ST - I-65 1 75 45 75 45 0.18 A-7AG. I-65 - SENATE AV 1 75 45 75 45 0.09 A-7A (SEE 22ND ST) (SEE BLOYD AV)H. DEARBORN ST - STATION ST 1 50 20 50 20 0.52 E-7AI. STATION ST - SHERMAN DR 1 50 44 50 44 0.06 A-7AJ. SHERMAN DR - LINWOOD AV 1 50 44 50 44 0.50 A-7AK. LINWOOD AV - BOSART AV 1 70 44 70 44 0.13 A-7AL. BOSART AV - DEQUINCY ST 1 88 44 88 44 0.12 A-7AM. DEQUINCY ST - EMERSON AV 1 68 44 68 44 0.26 A-7AN. EMERSON AV - RITTER AV 2 50 18 120 24-24 0.50 A-7B $1,608,500 BO. RITTER AV - ARLINGTON AV 2 70 18 120 24-24 0.50 A-7B $1,608,500 BP. ARLINGTON AV - KITLEY AV 2 50 48 120 24-24 0.52 G-7BQ. KITLEY AV - SHADELAND AV 2 70 48 120 24-24 0.54 G-7BR. SHADELAND AV - I-465 2 90 24-24 120 24-24 0.55 A-7BS. I-465 - FRANKLIN RD 2 90 24 120 24 0.53 A-7BT. FRANKLIN RD - POST RD 2 90 22 120 24-24 1.96 A-7BU. POST RD - MITTHOEFER RD 2 90 21 120 24-24 1.03 A-7B $4,000,000 AV. MITTHOEFER RD - ROCKFORD DR 3 60 18 140 24-24 0.40 A-7CW. ROCKFORD DR - GERMAN CHURCH RD 3 45 18 140 24-24 0.60 A-7CX. GERMAN CHURCH RD - CUMBERLAND R 3 50 18 140 24-24 0.74 A-7CY. CUMBERLAND RD - COUNTY LINE E R 3 50 18 140 24-24 0.25 A-7C

189. 22ND STREETA. CAPITOL AV - ILLINOIS ST 1 60 42 60 42 0.12 G-7AB. ILLINOIS ST - MERIDIAN ST 1 60 42 60 42 0.10 G-7AC. MERIDIAN ST - CENTRAL AV 1 60 44 60 44 0.31 G-7AD. CENTRAL AV - COLLEGE AV 1 60 46 60 46 0.26 G-7AE. COLLEGE AV - MONON RR 1 60 40 60 40 0.25 G-7AF. MONON RR - DR A.J. BROWN AV 1 50 40 50 40 0.25 G-7AG. DR A.J. BROWN AV - SHELDON AV 1 40 20 40 20 0.10 G-7A (SEE BLOYD AV)

190. 25TH STREETA. MERIDIAN ST - CENTRAL AV 1 50 24 50 24 0.38 G-9AB. CENTRAL AV - COLLEGE AV 1 50 24 50 24 0.25 G-9AC. COLLEGE AV - YANDES ST 1 50 24 50 24 0.35 G-9AD. YANDES ST - DR A.J. BROWN AV 1 50 30 50 30 0.12 G-9AE. DR A.J. BROWN AV - HILLSIDE AV 1 50 30 50 30 0.60 G-9AF. HILLSIDE AV - KEYSTONE AV 1 57 30 57 30 0.12 G-9AG. KEYSTONE AV - DEARBORN ST 1 57 30 57 30 0.42 G-9AH. DEARBORN ST - OLNEY ST 1 55 32 55 32 0.28 G-9AI. OLNEY ST - SHERMAN DR 1 50 32 50 32 0.27 G-9A

191. 29TH STREET (SEE 30TH ST)A. WHITE RIVER PKY, W DR - WHITE RIVER PKY, E DR 1 60 50 60 50 0.10 G-7AB. WHITE RIVER PKY, E DR - RIVERSIDE DR 1 60 40 60 40 0.13 G-8A.1C. RIVERSIDE DR - HARDING ST 1 60 30 60 30 0.19 G-8A.1D. HARDING ST - CLIFTON ST 1 60 30 60 30 0.20 G-8A.1E. CLIFTON ST - DR M.L. KING JR ST 1 60 30 60 30 0.40 G-8A.1F. DR M.L. KING JR ST - I-65 1 60 30 60 30 0.35 G-8A.1G. I-65 - HIGHLAND AV 1 60 30 60 30 0.10 G-8A.1H. HIGHLAND AV - BOULEVARD PL 1 50 30 50 30 0.08 G-8A.1I. BOULEVARD PL - CAPITOL AV 1 50 36 50 36 0.08 G-8A.1J. CAPITOL AV - ILLINOIS ST 1 50 36 50 36 0.11 G-8A.1K. ILLINOIS ST - MERIDIAN ST 1 65 36 65 36 0.12 G-8A.1L. MERIDIAN ST - WASHINGTON BL 1 65 30 65 30 0.25 G-8A.1M. WASHINGTON BL - CENTRAL AV 1 65 30 65 30 0.11 G-8A.1N. CENTRAL AV - RUCKLE ST 1 65 30 65 30 0.07 G-8A.1O. RUCKLE ST - COLLEGE AV 1 70 24 70 24 0.19 G-8A.1

192. 30TH STREETA. MOLLER RD - GEORGETOWN RD 2 90 48 120 24-24 1.00 A-7BB. GEORGETOWN RD - HOLT RD 2 90 36 120 24-24 0.75 A-7BC. HOLT RD - LAFAYETTE RD 2 60 36 120 24-24 0.25 A-7BD. LAFAYETTE RD - KESSLER BL 2 60 44 120 24-24 0.50 A-7BE. KESSLER BL - COLD SPRING RD 2 60 44 120 24-24 0.45 A-7BF. COLD SPRING RD - WHITE RIVER PKY, W DR (SEE 29TH ST) 1 50 30 50 30 0.38 A-9AG. WHITE RIVER PKY, E DR - RIVERSIDE DR 1 60 54 60 54 0.14 A-8C.1H. RIVERSIDE DR - CLIFTON ST 1 60 30 60 30 0.63 A-8B.1

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

47

"-"-data not applicable/availablev-variable

-x- 2 lane offset(#) - Plan Supplement

EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

I. CLIFTON ST - DR M.L. KING JR ST 1 50 30 50 30 0.40 A-8B.1J. DR M.L. KING JR ST - I-65 1 50 30 50 30 0.35 A-8B.1K. I-65 - HIGHLAND PL 1 50 30 50 30 0.10 A-8B.1L. HIGHLAND PL - CAPITOL AV 1 50 38 50 38 0.08 A-8B.1M. CAPITOL AV - ILLINOIS ST 1 50 38 50 38 0.11 A-8B.1N. ILLINOIS ST - MERIDIAN ST 1 50 34 50 34 0.12 A-8B.1O. MERIDIAN ST - CENTRAL AV 1 50 34 50 34 0.39 A-8B.1P. CENTRAL AV - COLLEGE AV 1 60 40 60 40 0.16 A-8B.1Q. COLLEGE AV - FALL CREEK PKY, N DR 1 60 40 60 40 0.06 A-7AR. FALL CREEK PKY,N DR - WINTHROP AV 1 60 40 60 40 0.25 A-7AS. WINTHROP AV - DR A.J. BROWN AV 1 50 40 50 40 0.12 A-7AT. DR A.J. BROWN AV - ORCHARD AV 1 50 30 50 30 0.40 A-7AU. ORCHARD AV - KEYSTONE AV 1 50 24 50 24 0.34 A-7AV. KEYSTONE AV - RURAL AV 1 60 30 60 30 0.25 A-7AW. RURAL AV - SHERMAN DR 1 50 30 50 30 0.50 A-7AX. SHERMAN DR - EUCLID AV 1 50 24 50 24 0.80 A-7AY. EUCLID AV - RIBBLE RD 1 50 24 50 24 0.30 A-7AZ. RIBBLE RD - EMERSON AV 1 100 24-24 100 24-24 0.28 G-7AAA. EMERSON AV - HAWTHORNE LA 2 100 24-24 120 24-24 0.28 G-7BBB. HAWTHORNE LA - ARLINGTON AV 2 100 24-24 120 24-24 0.84 G-7BCC. ARLINGTON AV - SHADELAND 2 100 24-24 120 24-24 0.90 G-7BDD. SHADELAND AV - FRANKLIN RD 2 90 20 120 24-24 1.00 A-7BEE. FRANKLIN RD - POST RD 2 60 20 120 24-24 0.90 A-7BFF. POST RD - MITTHOEFER RD 2 90 18 120 24-24 1.00 A-9BGG. MITTHOEFER RD - COUNTY LINE E RD 2 40 20 140 24-24 2.02 A-9B

193. 34TH STREETA. CAPITOL AV - ILLINOIS ST 1 100 56 100 56 0.12 G-9AB. ILLINOIS ST - MERIDIAN ST 1 51 38 51 38 0.12 G-9AC. MERIDIAN ST - CENTRAL AV 1 60 45 60 45 0.39 G-9AD. CENTRAL AV - COLLEGE AV 1 50 24 50 24 0.24 G-9AE. COLLEGE AV - FALL CREEK PKY, N DR 1 60 24 60 24 0.29 G-9AF. SUTHERLAND AV - RALSTON AV 1 50 38 50 38 0.18 G-9AG. RALSTON AV - ORCHARD AV 1 60 38 60 38 0.16 G-9AH. ORCHARD AV - NICHOLAS ST 1 68 38 68 38 0.09 G-9AI. NICHOLAS ST - BROUSE AV 1 50 38 50 38 0.18 G-9AJ. BROUSE AV - KEYSTONE AV 1 90 38 90 38 0.06 G-9AK. KEYSTONE AV - LASALLE ST 1 50 38 50 38 0.75 G-9AL. LASALLE ST - GALE ST 1 70 38 70 38 0.22 G-9AM. GALE ST - SHERMAN DR 1 50 38 50 38 0.16 G-9AN. SHERMAN DR - COLORADO AV 1 70 38 70 38 0.41 G-9AO. COLORADO AV - EMERSON AV 1 90 38 90 38 0.59 G-9A

194. 38TH STREETA. DANDY TRAIL - I-465 3 130 24-24 140 24-24 1.25 G-7CB. I-465 - HIGH SCHOOL RD 3 130 36-36 160 36-36 0.28 G-7CC. HIGH SCHOOL RD - MOLLER RD 3 130 36-36 160 36-36 0.72 G-7CD. MOLLER RD - LAFAYETTE RD 3 150 36-36 160 36-36 1.12 G-7CE. LAFAYETTE RD - INDUSTRIAL BL 3 100 36-36 160 36-36 0.24 G-6CF. INDUSTRIAL BL - COLD SPRINGS RD 3 100 24-24 160 36-36 1.75 E-6CG. COLDS SPRINGS RD - DR ML KING JR ST 2 300V 24-24 300V 36-36 0.90 F-6BH. DR M L KING JR ST - MERIDIAN ST 1 100 36-36 100 36-36 1.25 G-6AI. MERIDIAN ST - CENTRAL AV 1 100 36-36 100 36-36 0.38 G-6AJ. CENTRAL AV - SR 37 (NORTH) 1 100 36-36 100 36-36 0.95 G-6AK. SR 37 (NORTH) -SUTHERLAND AV 1 98 36-36 98 36-36 0.09 G-6AL. SUTHERLAND AV - KEYSTONE AV 1 65 50 65 50 0.41 G-6AM. KEYSTONE AV - DEARBORN ST 1 50 42 50 42 0.54 G-6AN. DEARBORN ST - SHERMAN DR 1 50 42 50 42 0.50 G-6AO. SHERMAN DR - CHESTER AV 2 83 40 120 24-24 0.14 A-7BP. CHESTER AV - EMERSON AV 2 50 40 120 24-24 0.86 A-7BQ. EMERSON AV - ARLINGTON AV 2 60 40 120 24-24 1.00 A-7BR. ARLINGTON AV - KITLEY AV 2 50 40 120 24-24 0.50 A-7BS. KITLEY AV - MASSACHUSETTS AV 2 90 40 120 24-24 0.35 A-7BT. MASSACHUSETTS AV - SHADELAND AV 2 90 48 120 24-24 0.18 A-7BU. SHADELAND AV - FRANKLIN RD 2 100 24-24 120 24-24 1.00 G-7BV. FRANKLIN RD - POST RD 2 120 24-24 120 24-24 0.89 G-7BW. POST RD - MITTHOEFER RD 2 120 20 120 24-24 1.00 A-7BX. MITTHOEFER RD - GERMAN CHURCH RD 3 40 18 140 24-24 1.02 A-7CY. GERMAN CHURCH RD - COUNTY LINE E RD 3 40 18 140 24-24 1.01 A-7C

195. 46TH STREETA. EAGLE CREEK PKWY - HIGH SCHOOL RD 3 50 24 80 24 0.88 A-10CB. HIGH SCHOOL RD - MOLLER RD 3 40 24 140 24-24 0.75 A-9CC. MOLLER RD - LAFAYETTE RD 3 50 24 140 24-24 0.39 A-9CD CAPITOL AV - ILLINOIS ST 1 55 24 55 24 0.13 G-9AE. ILLINOIS ST - MERIDIAN ST 1 50 24 50 24 0.10 G-9AF. MERIDIAN ST - COLLEGE AV 1 50 24 50 24 0.63 G-9AG. COLLEGE AV - KEYSTONE AV 1 50 44 50 44 1.25 G-7AH. KEYSTONE AV - ALLISONVILLE RD 2 90 24-24 120 24-24 0.22 G-7BI. ALLISONVILLE RD - SR 37 (NORTH) 2 90 24-24 120 24-24 0.20 G-7BJ. SR 37 (NORTH) - BROWN RD 2 90 24-24 120 24-24 1.04 G-7BK. BROWN RD - EMERSON AV 2 90 24-24 120 24-24 0.50 G-7B

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

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EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

L. EMERSON AV - RITTER AV 2 90 24-24 120 24-24 0.50 G-7BM. RITTER AV - ARLINGTON AV 2 90 24-24 120 24-24 0.47 G-7BN. ARLINGTON AV - KENMORE RD 2 90 24-24 120 24-24 0.35 G-7BO. KENMORE RD - KAREN DR 2 100 48 120 24-24 0.37 A-7BP. KAREN DR - DEAN ST 2 80 48 120 24-24 0.12 A-7BQ. DEAN ST - SHADELAND AV 2 100 24-24 120 24-24 0.14 G-7BR. SHADELAND AV - 0.24 MI EAST OF SHADELAND AV 2 85 48 120 24-24 0.24 G-9BS. 0.24 MI EAST OF SHADELAND - FRANKLIN RD 2 90 19 120 24-24 0.76 A-9BT. FRANKLIN RD - PENDLETON PIKE 2 30 21 120 24-24 0.44 A-9BU. PENDLETON PIKE - POST RD 2 50 22 120 24-24 0.43 A-9BV. POST RD - GERMAN CHURCH RD 3 50 29 140 24-24 2.00 A-9CW. GERMAN CHURCH RD - COUNTY LINE E RD 3 50 29 140 24-24 1.00 A-9C

196. 51ST STREETA. KNOLLTON RD - MICHIGAN RD 2 50 16 80 24 0.38 A-10B

197. 52ND STREETA. CAPITOL AV - MERIDIAN ST 1 60 36 60 36 0.23 G-9AB. MERIDIAN ST - COLLEGE AV 1 50 30 50 30 0.66 G-9AC. COLLEGE AV - KEYSTONE AV 2 50 40 120 24-24 1.26 A-9BD. KEYSTONE AV - ALLISONVILLE RD 2 50 22 120 24-24 1.04 A-9B

198. 56TH STREETA. RACEWAY RD - BAY COLONY LA 3 50 20 140 24-24 0.80 E-7C $4,448,032 CB. BAY COLONY LA - DANDY TRAIL 3 48 24-24 140 24-24 0.80 A-7CC. DANDY TRAIL - I-465 3 50 20 140 24-24 1.20 E-7C $3,282,501 BD. I-465 - LAFAYETTE RD 3 100 24-24 140 24-24 0.68 E-7CE. LAFAYETTE RD - MOLLER RD 3 85 18 140 24-24 0.55 A-7C $1,769,350 AF. MOLLER RD - GEORGETOWN RD 3 85 18 140 24-24 0.77 A-7C $2,477,090 AG.GEORGETOWN RD - GUION RD 3 85 18 140 24-24 0.32 A-7C $753,560 AH.GUION RD - COOPER RD 3 50 18 140 24-24 1.15 A-7C $4,000,000 B (SEE KESSLER BL, W DR) (SEE KESSLER BL, E DR)I. KESSLER BL - I-465 2 100 24-24 120 24-24 1.97 G-7BJ. I-465 - FRANKLIN RD 3 120 24-24 140 24-24 1.00 G-7CK. FRANKLIN RD - LAWTON LOOP WEST 3 45 20 140 24-24 0.70 A-7CL. LAWTON LOOP WEST - POST RD 3 40 20 140 24-24 0.81 A-7CM. POST RD - LEE RD 3 160V 24-24 140 24-24 0.49 A-7CN. LEE RD - 56TH ST 3 160V 24-24 140 24-24 0.13 C-7CO. 56TH ST - PENDLETON PIKE 3 160V 24-24 140 24-24 0.60 A-7CP. PENDLETON PIKE - GERMAN CHURCH RD 3 40 20 140 24-24 0.76 A-7CQ. GERMAN CHURCH RD - COUNTY LINE E RD 3 40 20 140 24-24 1.00 A-7C

199. 62ND STREETA. LAFAYETTE RD - ZIONSVILLE RD 3 60 22 140 24-24 0.50 A-9CB. ZIONSVILLE RD - MOLLER RD 3 50 22 140 24-24 0.27 A-9CC. MOLLER RD - GEORGETOWN RD 3 90 22 140 24-24 0.55 A-9CD. GEORGETOWN RD - GUION RD 3 90 22 140 24-24 0.70 A-9CE. GUION RD - COOPER RD 3 90 22 140 24-24 1.00 A-9CF. COOPER RD - MICHIGAN RD 2 45 22 120 24-24 0.65 A-9BG. MICHIGAN RD - COBURN AV (6) 2 - 0 S 12-12 0.45 B-10BH. COBURN AV - GRANDVIEW DR 2 70 22 80 24 0.25 A-10B (SEE BROAD RIPPLE AV)I. EVANSTON AV - KEYSTONE AV 2 70 44 120 24-24 0.30 A-9BJ. KEYSTONE AV - RURAL ST 2 90 24-24 120 24-24 0.25 G-9BK. RURAL ST - DEAN RD 2 90 20 120 24-24 1.00 A-9BL. DEAN RD - ALLISONVILLE RD 2 90 20 120 24-24 0.07 A-9BM. ALLISONVILLE RD - SR 37 2 90 20 120 24-24 0.68 A-9BN. GERMANTOWN RD - COUNTY LINE E RD 3 50 18 140 24-24 0.15 A-9CO. COUNTY LINE E RD - COUNTY LINE E RD 3 50 18 140 24-24 0.87 A-9C

200. 63RD STREETA. LEE RD - SUNNYSIDE RD 3 40 20 80 24 1.42 A-10CB. SUNNYSIDE RD - VERDIN ST 3 40 20 80 24 0.65 A-10C (SEE VERDIN ST )

201. 65TH STREETA. OAKLANDON RD - PENDLETON PIKE 3 35 20 80 24 0.28 A-10CB. PENDLETON PIKE - COUNTY LINE E RD 3 35 20 140 24-24 0.72 A-10C

202. 71ST STREETA. I-65 - LAFAYETTE RD 3 140 48 140 24-24 0.08 A-7CB. LAFAYETTE RD - I-465 3 90 22 140 24-24 1.00 A-7CC. I-465 - ZIONSVILLE RD 3 140 24-24 140 24-24 0.65 A-7CD. ZIONSVILLE RD - WALDEMAR DR 3 140 24-24 140 24-24 0.41 A-7CE. WALDEMAR DR - GEORGETOWN RD 3 140 24-24 140 24-24 0.41 A-7CF. GEORGETOWN RD - GUION RD 3 30 22 140 24-24 0.69 A-7C $8,000,000 CG. GUION RD - MICHIGAN RD 3 50 22V 140 24-24 1.18 A-7C C (SEE WESTLANE RD) (SEE MERIDIAN HILLS BL)

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

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EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

H. MERIDIAN ST - COLLEGE AV 2 50 18 120 24-24 0.60 A-7BI. KEYSTONE AV - DEAN RD 2 90 20 120 24-24 1.27 A-7BJ. DEAN RD - ALLISONVILLE RD 2 60 18 120 24-24 0.45 A-7BK. ALLISONVILLE RD - GRAHAM 2 90 18 120 24-24 1.06 A-7BL. GRAHAM - SR 37(NORTH) 2 90 48 120 24-24 0.13 A-7BM. SR 37 (NORTH) - SHADELAND AV 2 90 18 120 24-24 1.13 A-7BN. SHADELAND AV - KINGMAN DR 3 65 18 140 24-24 0.21 A-7CO. KINGMAN DR - HAGUE RD 3 40 18 140 24-24 0.45 A-9CP. FALL CREEK RD - LEE RD 3 80 22 80 24 0.36 A-10C

203. 73RD STREET (SEE WESTLANE RD)A. GRANDVIEW RD - DITCH RD 2 110 36 120 24-24 0.27 A-7BB. DITCH RD - HOOVER RD 2 110 19 120 24-24 0.50 A-7BC. HOOVER RD - SPRING MILL RD 2 75 19 120 24-24 0.50 A-7BD. SPRING MILL RD - HOLIDAY DR 2 90 19 120 24-24 0.17 A-7B (SEE MERIDIAN HILLS BL)

204. 75TH STREETA. ALLISONVILLE RD - GRAHAM RD 2 70V 20V 80 24 0.87 G-10BB. GRAHAM RD - SR 37 2 85V 17V 80 24 0.58 G-10BC. SR 37 - SHADELAND AV 2 55V 30V 120 24-24 0.66 E-9B $3,000,000 BD. SHADELAND AV - HAGUE RD 3 - - 80 24 0.60 G-10C

205. 79TH STREETA. MOORE RD - ZIONSVILLE RD 3 50 16 140 24-24 2.17 A-9CB. ZIONSVILLE RD - GEORGETOWN RD 3 90 21 140 24-24 2.32 A-9CC. GEORGETOWN RD - MICHIGAN RD 2 86 21 120 24-24 0.68 A-9B 45,149,021 BD. MICHIGAN RD - TOWNSHIP LINE RD 2 60 21 120 24-24 1.00 A-9B 42,464,174 BE. TOWNSHIP LINE RD - DITCH RD 2 60 21 120 24-24 1.00 A-9BF. FALL CREEK RD - SUNNYSIDE RD 3 50 18 140 24-24 0.98 E-7C $3,615,716 BG. SUNNYSIDE RD - OAKLANDON RD (4) 3 - 0 S 48 1.01 C-7C-X $6,926,032 AH. OAKLANDON RD - BOUNDARY 3 40 20 140 24-24 0.93 A-7C

206. 82ND STREET (SEE 86TH ST)A. KEYSTONE AV - BAZAAR RD 3 100 24-24 140 24-24 0.45 G-7CB. BAZAAR RD - ALLISONVILLE RD 3 100 24-24 140 24-24 1.51 G-7CC. ALLISONVILLE RD - I-465 3 100 36-36 160 36-36 0.43 A-6CD. I-465 - KNUE RD 3 120 36-36 160 36-36 0.50 A-6CE. KNUE RD - I-69 3 100 36-36 160 36-36 0.80 E-6CF. I-69 - SHADELAND AV 3 260 36-36 260 36-36 0.05 A-9AG. SHADELAND AV - CLEARVISTA RD 3 260 36-36 140 36-36 0.60 A-9AH. CLEARVISTA RD - HAGUE RD 3 140 24-24 140 24-24 0.40 A-9AI. HAGUE RD - TEEL WAY 3 50 18 100 24-24 1.19 E-9A $7,651,445 CJ. TEEL WAY - SARGENT RD 3 90 18 100 24-24 0.60 E-9A CK. SARGENT RD - FALL CREEK RD 3 50 18 100 24-24 1.16 E-9A C (SEE 79TH ST)

207. 86TH STREETA. BOUNDARY - SILVER RIDGE CT 3 40 24 140 24-24 1.55 A-7CB. SILVER RIDGE CT - MOORE RD 3 90 24 140 24-24 0.48 A-7CC. MOORE RD - I-465 3 40 24 140 24-24 1.00 A-7CD. I-465 - ZIONSVILLE RD 3 160 36-36 160 36-36 0.50 A-6CE. ZIONSVILLE RD - PAYNE RD 3 160 36-36 160 36-36 1.71 A-6CF. PAYNE RD - MICHIGAN RD 3 160 36-36 160 36-36 0.23 A-6CG. MICHIGAN RD - TOWNSHIP LINE RD 3 140 24-24 140 24-24 1.03 A-7CH. TOWNSHIP LINE RD - DITCH RD 3 140 24-24 140 24-24 1.01 A-7CI. DITCH RD - SPRING MILL RD 3 120 24-24 140 24-24 1.04 A-7CJ. SPRING MILL RD - MERIDIAN ST 3 120 24-24 140 24-24 0.38 A-7CK. MERIDIAN ST - COLLEGE AV 3 100 24-24 140 24-24 0.63 G-7CL. COLLEGE AV - COMPTON ST 3 100 24-24 140 24-24 0.31 G-7CM. COMPTON ST - WESTFIELD BLVD 3 100 24-24 140 24-24 0.31 G-7CN. WESTFIELD BL - CHOLLA DR 3 100 24-24 140 24-24 0.19 G-7CO. CHOLLA DR - HAVERSTICK RD 3 140 24-24 140 24-24 0.67 A-7CP. HAVERSTICK RD - KEYSTONE AV 3 180 24-24 180 24-24 0.17 A-7C (SEE 82ND ST)Q. OAKLANDON RD - BOUNDARY 3 45 22 140 24-24 0.98 A-9C

208. 96TH STREETA. BOUNDARY - I465 3 40 18 140 24-24 6.45 A-9CB. I-465 - ZIONSVILLE RD 3 60 18 60 24-24 A-9CC. ZIONSVILLE RD - MICHIGAN RD 3 40 18 140 24-24 A-9CD. MICHIGAN RD - SHELBORN RD 3 40 18 140 24-24 A-9CE. TOWNSHIP LINE RD - DITCH RD 3 50 18 140 24-24 1.00 A-9CF. DITCH RD - SPRING MILL RD 3 50 18 140 24-24 1.00 A-9CG. SPRING MILL RD - MERIDIAN ST 3 90 18 140 24-24 0.40 A-9CH. MERIDIAN ST - COLLEGE AV 3 90 18 140 24-24 0.62 A-9CI. COLLEGE AV - NORA LE 3 90 18 140 24-24 0.62 A-9C (SEE REAL ST)J. WESTFIELD BL - HAVERSTICK RD 3 100 18 140 24-24 0.50 A-9CK. HAVERSTICK RD - KEYSTONE AV 3 100 18 140 24-24 0.30 A-9CL. KEYSTONE AV - BRANDT RD 3 50 24-24 140 24-24 1.05 A-9C

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

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EXISTING PROPOSEDDEV. AREA R.O.W. PAVEMENT R.O.W. PAVEMENT LENGTH SECTION COST

STREET & SEGMENT LOCATION (1) (in feet) (in feet) (in feet) (in feet) (in miles) REFERENCE (2) ESTIMATE PRIORITY(3)

M. BRANDT RD - RIVER RD 3 50 24-24 140 24-24 0.70 G-9CN. RIVER RD - ALLISONVILLE RD 3 120V 24-24 140 24-24 0.64 G-9CO. ALLISONVILLE RD - CORPORATION DR 3 120V 24-24 140 24-24 2.78 G-9CP. CORPORATION DR - VILLAGE WAY 3 120V 24-24 140 24-24 1.87 G-9CQ. VILLAGE WAY - LATERN RD 3 120V 50 140 24-24 0.56 G-9CR. LATERN RD - SARGENT RD 3 50 18 140 24-24 0.40 E-9C $1,397,591 CS. SARGENT RD - FALL CREEK RD 3 50 18 140 24-24 1.60 A-9C

(1)See Map 5, pg. 9. (2)See text, pg. 17.

(3)Priorities:"A" to "C", pg. 18

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CREDITS _ Administrative and Policy Direction: Bart Peterson, Mayor Maury Plambeck, AICP, Director Department of Metropolitan Development Mike Peoni, Administrator, Division of Planning Indianapolis Regional Transportation Council

Metropolitan Development Commission: Report Preparation: Randolph L. Snyder, President Steve Cunningham, Senior Planner Lee Marble Kevin Mayfield, Planner Harold Anderson James J. Curtis, Sr. Mapping: Gene Hendricks Brian Murphy Kevin Mayfield Sylvia Trotter John Byrnes Robert J. Smith Ed Treacy Cover Design: Division of Planning Transportation Planning Staff: Harold Rominger, Master Planner Mike Peoni, Acting Manager Sweson Yang, Chief Planner Mike Dearing, Principal Planner Stephanie Belch, Senior Planner Steve Cunningham, Senior Planner Phillip Roth, Senior Planner Kevin Mayfield, Planner Catherine Kostyn, Planner