USRN 04-2018 Annual Meeting USRN-USBR Applications MO-OH

CONTROL POINT AND MILEAGE (0.000) EXISTING U.S. 24 (4.310 MILES)

CONTROL POINT 7

AND MILEAGE CONTROL POINT (0.521) AND MILEAGE (2.120) CONTROL POINT 2 3 AND MILEAGE (9.910)

CONTROL POINT AND MILEAGE (8.170)

CONTROL POINT AND MILEAGE (3.820) 4

CONTROL POINT AND MILEAGE (6.510) 5 LEGEND PROPOSED U.S. 24 EXISTING U.S. 24 (4.310 MILES) (9.910 MILES)

PROPOSED U.S. 24 (9.910 MILES)

(August 2018)

American Association of State Highway and Transportation Officials An Application from the State Highway or Transportation Department of North Carolina for:

Elimination of a U.S. (Interstate) Route AASHTO Use Only Establishment of a U.S. (Interstate) Route

Extension of a U.S. (Interstate)Route Relocation of a U.S. (Interstate) Route

Establishment of a U.S. Alternate Route

Establishment of a Temporary U.S. Route

**Recognition of a Business Route on U.S. (Interstate) Route **Recognition of a By-Pass Route on U.S. Route US 74 Bypass

Between US 74 East of I-485 (Union County) and US 74 West of Marshville (Union County)

The following states or states are involved: North Carolina

• **“Recognition of…”A local vicinity map needed on page 3. On page 6 a short statement to the effect that there are no deficiencies on proposed routing, if true, will suffice. • If there are deficiencies, they should be indicated in accordance with page 5 instructions. • All applications requesting Interstate establishment or changes are subject to concurrence and approval by the FHWA

DATE SUBMITTED: August 31, 2018 SUBMIT APPLICATION ELECTRONICALLY TO [email protected]

• *Bike Routes: this form is not applicable for US Bicycle Route System • Different actions require separate applications even for the same route

The purpose of the United States (U.S.) Numbered Highway System is to facilitate travel on the main interstate highways, over the shortest routes and the best available roads. A route should form continuity of available facilities through two or more states that accommodate the most important and heaviest motor traffic flow in the area. The routes comprising the National System of Interstate and Defense Highways will be marked with its own distinctive route marker shield and will have a numbering system that is separate and apart from the U.S. Numbered Highway System. For the convenience of the motorist, there must be continuity and a uniform pattern of marking and numbering these Interstate routes without regard to state lines.

The U.S. Numbered System was established in 1926 and the Interstate Numbered System was established in 1956. Both have reached the period of review, revision, and consolidation. They now need perfecting rather than expansion. Therefore, any proposed alteration in the established systems should be extremely meritorious and thoroughly, though concisely, explained in order that the Special Committee on U.S. Route Numbering and the Standing Committee on Highways of the Association may give prompt and proper consideration to each and every request made by a member department. Explanation and Reasons for the Request: (Keep concise and pertinent.)

The proposed route, also known as the Monroe Expressway, is a proposed full controlled access, four-lane, toll facility and is 18.72 miles in length. This route is expected to improve mobility and capacity in the area by serving as a bypass to existing US 74. Once completed, the Monroe Expressway will be operated by the North Carolina Turnpike Authority.

Date facility available to traffic November 27, 2018

Does the petition propose a new routing over a portion of an existing U.S. Route? No If so, where?

Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2 Map of state, or portion thereof, indicating proposed addition or change in the U.S. Numbered or Interstate Numbered System: Send your PDF color map to [email protected] with this application.

(Indicate termini and control points on the map for the route, and number them in sequence. Use the same numbers in column 1 tabulation, page 6, when listing mileage. Towns, cities, major highway intersections and state lines to be used as control points. The top of column 1, page 6, will be one terminus, and column 1 will give the log of the route as needed to describe the route in the Association publication U.S. Numbered Highways if the application is approved by the Standing Committee on Highways.)

3 The State agrees and pledges its good faith that it will not erect, remove, or change any U.S. or Interstate Route Markers on any road without the authorization, consent, or approval of the Standing Committee on Highways of the American Association of State Highway and Transportation Officials, not withstanding the fact that the changes proposed are entirely within this State.

The weighted average daily traffic volume along the proposed route, as shown on the map on page 3, is 22,600 as compared to N/A for the year 2018 for the remaining portions of this U.S. Numbered Route in the State.

The Purpose and Policy in the Establishment and Development of the United States Numbered Highways, as Retained from October 3, 1991 or the Purpose and Policy in the Establishment of a Marking System of the Routes Comprising the National System of Interstate and Defense Highways as Retained from August 10, 1973 has been read and is accepted. In our opinion, this petition complies with the above applicable policy.

(Signature)

Chief Executive Officer NCDOT Chief Engineer's Office (Member Department)

This petition is authorized by official action of under date of as follows: (Copy excerpt from minutes.)

All applications must be endorsed by the member department CEO. A letter from your Chief Executive Officer with the CEO’s signature is sufficient when submitting your application, if you choose not to include the signature on this form.

4 Instructions for Preparation of Page 6

Column 1: Control Points and Mileage. Top of column is one terminus of road. Indicate control points by identical number as shown on map on page 3. Show mileage between control points in miles and tenths.

Column 2: Pavement Type. Code High type, heavy duty H Intermediate type I Low type, dustless L (show in red) Not paved N (show in red)

Column 3: Pavement Condition Code Excellent E Good G Fair F (show in red) Poor P (show in red)

NOTE: In columns 2 and 3, where pavements types and conditions change, the location of the change shall be indicated by a short horizontal line at the proper place opposite the mileage log and the proper code letter (shown above) shall be entered in the respective column between the locations so indicated.

Column 4: Traffic. Indicate average daily traffic volumes in this column. Points of changes in these data to be indicated by short horizontal lines opposite the appropriate mileage point on the mileage log. Any existing main line rail crossing that is not separated shall be indicated at the appropriate mileage point by RXR - black if signalized - red if not protected by signals.

Columns 5 & 6 Pavement Width and Shoulder Width. These columns to be completed by comparing standards of highway involved with applicable AASHTO standards. Entries that fall to the right of the tolerance lines (dashed) should be shaded in red. If there are no deficiencies indicate by use of the word NONE.

Columns 7 & 8 Major Structures. Show in these columns those structures that do not meet AASHTO standards. Show by horizontal line sufficiently long to indicate percentage of deficiency. Portion on right of tolerance line shall be shown in red. Indicate length of structure in feet immediately under the line. Any sub-standard highway underpass structure shall be shown opposite the appropriate mileage point by the designation LP with the vertical clearance in feet following and shown in red. If there are no deficiencies indicate by the use of the word NONE.

Column 9: Vertical Sight Distance. Items to be shown in this column as a horizontal line, the length of which will indicate the deficiency as determined in accordance with comparisons with comparable AASHTO standards. Portions of the line past the tolerance line shall be shown in red.

Column 10: Horizontal Curvature. Curves in excess of AASHTO applicable standards to be shown in this column by a short horizontal line with degree of curve shown immediately above the line. To be shown in red.

Column 11 Percent Grades. Show by horizontal lines opposite proper mileage point on mileage log. Show percent of grade above the line and length of grade in feet immediately below. To be shown in red.

What follows is an Excel worksheet that you can open by right clicking your mouse and select “Worksheet Object” – you can then Edit, Open or Convert but you must first unlock the form as show when inserting maps.

1 2 3 4 5 6 7 8 9 10 11 Comparison to Applicable AASHTO Design Standards

Show When In Excess of Major Structures Pavement Width Shoulder Width Vertical Sight Standard Deficiency Deficiency Roadway Width Distance Deficiency

Mileage H - Loading Deficiency Horizontal Deficiency Percent Grade Traffic ADT Curvature

Pavement Type Pavement Percent Percent Percent Percent Percent

Control Points and and Points Control

Pavement Condition Pavement

Mileage 10 20 30 40 20 40 60 80 10 20 30 40 20 40 60 80 20 40 60 80 Degree Length 0 A 28,900

B 28,900

C 30,400

D 30,500 5 E 31,000

F 27,300

G 27,300

H E None None None None None None None H 27,300 10

I 20,800

J 14,600

15 K 13,400

25 6 Attach additional sheet here if necessary

Contact Information: Renee B. Roach, PE 919-814-5020 (phone) 919-771-2745 (fax) [email protected]

The following description will be provided to the AASHTO Highways Special Committee on U. S. Route Number (USRN). Where does the route begin? Where is it going? What type of facility is it traveling over? Explain the direction (north, east, south, and west) Name the focal point city or cities Total number of miles the route will cover Where does it end?

Begin your description here in unformatted single spaced paragraph format:

The proposed route begins at US 74 east of I-485 in Union County. It is going southeast toward Marshville. It is traveling along new alignment, which is a freeway facility. The route is going south and east. The focal point cities/towns along this route are Indian Trail, Hemby Bridge, Monroe, and Unionville. The route will cover approximately 18.72 miles. The route ends at US 74 west of Marshville.

7 US Route Number State Type Intersection Point to Point Accumulated Remarks 74 North Carolina Regular Wrightsville Beach 0 0 Route begins 74 North Carolina Regular Wrightsville Beach 2 2 Joins U.S. 76 74 North Carolina Regular W. Wrightsville Beach 1 3 Leaves U.S. 76 74 North Carolina Regular Wilmington 4 7 Crosses U.S. 17 74 North Carolina Regular Wilmington 1 8 Crosses U.S. 17 74 North Carolina Regular Wilmington 5 13 Joins U.S. 421 and U.S. 17 74 North Carolina Regular Wilmington 2 15 Joins U.S. 17 and 76 and leaves U.S. 421 74 North Carolina Regular Jct. W. Wilmington 3 18 Leaves U.S. 17 74 North Carolina Regular Jct. E. Whiteville 39 57 U.S. 74 Bus., U.S. 76 Bus. begin and leave Route begins, leaves U.S. 74 and U.S. 76; 74 North Carolina Business Jct. E. Whiteville 0 0 U.S. 76 Bus. begins and joins 74 North Carolina Business Whiteville 3 3 Crosses U.S. 701, U.S. 701 Bus. 74 North Carolina Business Chadbourn 7 10 U.S. 76 Bus. Ends; crosses U.S. 76 74 North Carolina Business Jct. N. Chadbourn 2 12 Route ends, rejoins U.S. 74 74 North Carolina Regular Whiteville 3 60 Crosses U.S. 701, U.S. 701 Bus. 74 North Carolina Regular Chadbourn 6 66 Leaves U.S. 76 74 North Carolina Regular Jct. N. Chadbourn 2 68 U.S. 74 Bus. Rejoins and ends Crosses U.S. 74 Akt.; U.S. 74 Alt. begins and 74 North Carolina Regular S. Lumberton 23 91 leaves Route begins, leaves U.S. 74 and U.S. 76; 74 North Carolina Alternate S. Lumberton 0 0 U.S. 76 Bus. begins and joins 74 North Carolina Alternate S. Lumberton 1 1 Crosses I-95 and U.S. 301 U.S. 74 Alt. ends; rejoins U.S. 74 and U.S. 74 74 North Carolina Alternate Jct. E. Maxton 15 16 Bus. begins 74 North Carolina Regular S. Lumberton 2 93 Crosses I-95 and U.S. 301 U.S. 74 Alt. ends and U.S. 74 Bus. begins 74 North Carolina Regular Jct. E. Maxton 15 108 and leaves 74 North Carolina Business Jct. E. Maxton 0 0 Route begins, leaves U.S. 74 74 North Carolina Business Jct. E. Laurinburg 7 7 Crosses U.S. 74 74 North Carolina Business Laurinburg 2 9 Joins U.S. 501 Bus. Leaves U.S. 501 Bus., crosses U.S. 15 Bus. 74 North Carolina Business Laurinburg 1 10 and U.S. 401 Bus. 74 North Carolina Business Laurinburg 1 11 Crosses U.S. 15, U.S. 401, U.S. 501 74 North Carolina Business Jct. W. Laurinburg 2 13 Route ends, rejoins U.S. 74 74 North Carolina Regular Jct. E. Laurinburg 7 115 Crosses U.S. 74 Bus.

74 North Carolina Regular Laurinburg 3 118 Joins U.S. 501; U.S. 501 Bus. rejoins & ends 74 North Carolina Regular Laurinburg 1 119 Crosses U.S. 15 Bus., U.S. 401 Bus.

74 North Carolina Regular Laurinburg 1 120 Leaves U.S. 501; crosses U.S. 15 & U.S. 401 74 North Carolina Regular Jct. W. Laurinburg 3 123 U.S. 74 Bus. rejoins and ends 74 North Carolina Regular Jct. E. Hamlet 5 128 U.S. 74 Bus. Begins and leaves 74 North Carolina Business Jct. W. Hamlet 0 0 Route begins, leaves U.S. 74 74 North Carolina Business Rockingham 11 11 Crosses U.S. 1 74 North Carolina Business Jct. W. Rockingham 1 12 Crosses U.S. 220 74 North Carolina Business Jct. E. Rockingham 5 17 Route ends, rejoins U.S. 74 74 North Carolina Regular Rockingham 12 140 Crosses U.S. 1 74 North Carolina Regular Jct. W. Rockingham 4 144 Crosses U.S. 74 Bus. 74 North Carolina Regular Wadesboro 15 159 Joins U.S. 52 74 North Carolina Regular Wadesboro 2 161 Leaves U.S. 52 74 North Carolina Bypass W. Marshville 0 0 Route begins, leaves U.S. 74 74 North Carolina Bypass Monroe 9 9 Crosses U.S. 601 74 North Carolina Bypass Indian Trail 10 19 Joins U.S. 74 74 North Carolina Regular Monroe 25 186 Joins U.S. 601 74 North Carolina Regular Monroe 3 189 Leaves U.S. 601 74 North Carolina Regular Charlotte 23 212 Joins I-277 74 North Carolina Regular Charlotte 2 214 Crosses U.S. 21, I-77; I-277 ends 74 North Carolina Regular Charlotte 1 215 Joins U.S. 29 74 North Carolina Regular W. Charlotte 3 218 Crosses U.S. 521 74 North Carolina Regular Gastonia 15 233 Crosses U.S. 321 74 North Carolina Regular Jct. W. Gastonia 7 240 Crosses I-85; leaves U.S. 29 74 North Carolina Regular Jct. E. Kings Mountain 1 241 U.S. 74 Bus. Begins & leaves 74 North Carolina Business Jct. E. Kings Mountain 0 0 Route begins, laves U.S. 74 74 North Carolina Business Jct. W. Kings Mountain 5 5 Route ends, rejoins U.S. 74 74 North Carolina Regular Jct. W. Kings Mountain 7 248 U.S. 74 Bus. Rejoins and ends 74 North Carolina Regular Jct. E. Shelby 5 253 U.S. 74 Bus. begins and leaves 74 North Carolina Business Jct. E. Shelby 0 0 Route begins, leaves U.S. 74 74 North Carolina Business Shelby 6 6 Route ends, rejoins U.S. 74 74 North Carolina Regular Shelby 6 259 U.S. 74 Bus. rejoins and ends 74 North Carolina Regular E. Rutherfordton 8 267 U.S. 74 Bus. begins and leaves 74 North Carolina Business E. Rutherfordton 0 0 Route begins, leaves U.S. 74 74 North Carolina Business Forest City 10 10 Joins U.S. 221 Alt. 74 North Carolina Business Rutherfordton 5 15 Crosses U.S. 74 74 North Carolina Business Rutherfordton 1 16 Leaves U.S. 221 Alt., crosses U.S. 221 74 North Carolina Business Rutherfordton 1 17 Route ends, rejoins U.S. 74 74 North Carolina Regular Alexander Mills 9 276 Crosses U.S. 221 Alt. 74 North Carolina Regular Rutherfordton 5 281 Crosses U.S. 74 Bus. 74 North Carolina Regular Rutherfordton 1 282 U.S. 74 Bus. rejoins & ends 74 North Carolina Regular Ruth 1 283 Joins U.S. 64 74 North Carolina Regular Rutherfordton 1 284 Crosses U.S. 221 74 North Carolina Regular Bat Cave 22 306 Leaves U.S. 64 74 North Carolina Regular Asheville 20 326 Crosses I-40 74 North Carolina Regular Asheville 2 328 Crosses I-240 74 North Carolina Regular Asheville 1 329 Joins U.S. 70 74 North Carolina Regular Asheville 1 330 Joins I-240 74 North Carolina Regular Asheville 1 331 Crosses U.S. 25 74 North Carolina Regular Asheville 1 332 Leaves U.S. 70; joins U.S. 19 and U.S. 23 U.S. 19 Bus. and U.S. 23 Bus. begin and 74 North Carolina Regular Asheville 1 333 leave; leaves I-240

74 North Carolina Regular Asheville 2 335 U.S. 19 Bus. and U.S. 23 Bus. rejoin and end 74 North Carolina Regular S. Asheville 3 338 Crosses I-40 74 North Carolina Regular W. of Clyde 17 355 I-40 Connector joins and ends 74 North Carolina Regular E. of Lake Junaluska 2 357 U.S. 23 Bus. begins and leaves 74 North Carolina Regular S. of Lake Junaluska 1 358 Leaves U.S. 19 74 North Carolina Regular Jct. N. Waynesville 2 360 Crosses U.S. 276 74 North Carolina Regular S. Waynesville 3 363 U.S. 23 Bus. rejoins and ends 74 North Carolina Regular N. of Dillsboro 17 380 Joins U.S. 441, leaves U.S. 23 74 North Carolina Regular Wilmont 8 388 Leaves U.S. 441 74 North Carolina Regular Jct. W. Bryson City 9 397 Joins U.S. 19 74 North Carolina Regular Topton 20 417 Joins U.S. 129 74 North Carolina Regular E. Andrews 7 424 U.S. 19 Bus. begins and leaves 74 North Carolina Regular Jct. W. Andrews 3 427 U.S. 19 Bus. rejoins and ends 74 North Carolina Regular Jct. N.E. Murphy 12 439 U.S. 19 Bus. begins and leaves

74 North Carolina Regular Murphy 3 442 Joins U.S. 64; U.S. 19 Bus. rejoins and ends 74 North Carolina Regular Jct. S. Kinsey 5 447 Leaves U.S. 19 and U.S. 129 74 North Carolina Regular State Line 15 462 NONE Mint Hill 51 "" ¨¦§485 218 Matthews Fairview ""

G R U B N Hemby E N Stallings L O K I Bridge C N E U M P P P P Lake Park Unionville

P E

601 ¤£ "20"0 Indian Trail P "20"5 P

Weddington

P P

WUeSs l7ey4 CBhyappaesls (Approx Distance = 18.72 miles) P Segment A (from US 74 to Indian Trail Municipal Boundary, length = 0.98 miles) P Segment B (from Indian Trail Municipal Boundary to Hemby Bridge Municipal Boundary, length = 1.40 miles) Segment C (from Hemby Bridge Municipal Boundary to Indian Trail Municipal Boundary, length = 1.11 miles) Segment D (within Indian Tr"a8il"4 Municipal Boundaries, length = 1.43 miles) Segment E (from Indian Trail Municipal Boundary to Monroe Municipal Boundary, length = 1.13 miles) Monroe Segment F (from Monroe Municipal Boundary to Unionville Municipal Boundary, length = 1.02 miles) Wingate PMarshville Segment G (from Unionville Municipal Boundary to Monroe Municipal Boundary, length = 2.19 miles) ¤£74 Segment H (from Monroe Municipal Boundary to US 601, length = 0.71 miles) Segment I (from US 601 to NC 200, length = 1.76 miles) "20"7 Segment J (from NC 200 to Monroe Eastern Municipal Boundary, length = 0.54 miles) 75 Segment K (from Monroe Eastern Municipa"l B"oundary to US 74, length = 6.45 miles) ¯ County Boundary Mineral 0 0.5 1 2 3 4 SpringMsunicipal Boundary Miles

(August 2018)

American Association of State Highway and Transportation Officials An Application from the State Highway or Transportation Department of North Carolina for:

Elimination of a U.S. (Interstate) Route AASHTO Use Only Establishment of a U.S. (Interstate) Route I-295

Extension of a U.S. (Interstate)Route Relocation of a U.S. (Interstate) Route

Establishment of a U.S. Alternate Route

Establishment of a Temporary U.S. Route

**Recognition of a Business Route on U.S. (Interstate) Route **Recognition of a By-Pass Route on U.S. Route

Between SR 1007 (Cumberland County) and I-95 (Cumberland County)

The following states or states are involved: North Carolina

 **“Recognition of…”A local vicinity map needed on page 3. On page 6 a short statement to the effect that there are no deficiencies on proposed routing, if true, will suffice.  If there are deficiencies, they should be indicated in accordance with page 5 instructions.  All applications requesting Interstate establishment or changes are subject to concurrence and approval by the FHWA

DATE SUBMITTED: August 31, 2018 SUBMIT APPLICATION ELECTRONICALLY TO [email protected]

 *Bike Routes: this form is not applicable for US Bicycle Route System  Different actions require separate applications even for the same route The purpose of the United States (U.S.) Numbered Highway System is to facilitate travel on the main interstate highways, over the shortest routes and the best available roads. A route should form continuity of available facilities through two or more states that accommodate the most important and heaviest motor traffic flow in the area. The routes comprising the National System of Interstate and Defense Highways will be marked with its own distinctive route marker shield and will have a numbering system that is separate and apart from the U.S. Numbered Highway System. For the convenience of the motorist, there must be continuity and a uniform pattern of marking and numbering these Interstate routes without regard to state lines.

This section of roadway has been built to interstate standards and is currently open to traffic. The establishment of this interstate route will connect SR 1007 (All American Expressway) and the Fort Bragg Military Installation to I-95 in Cumberland County. This proposed interstate route will provide a logical connection to serve the growing transportation needs in the area. The FHWA approved the designation of this route as future I-295 on November 20, 2003 and indicated favorable consideration of the request for partial addition, when completed, for this section from SR 1007 (All American Expressway) to I-95.

Date facility available to traffic Currently Open to Traffic

Does the petition propose a new routing over a portion of an existing U.S. Route? No If so, where?

Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2 Map of state, or portion thereof, indicating proposed addition or change in the U.S. Numbered or Interstate Numbered System: Send your PDF color map to [email protected] with this application.

3 The State agrees and pledges its god faith that it will not erect, remove, or change any U.S. or Interstate Route Markers on any road without the authorization, consent, or approval of the Standing Committee on Highways of the American Association of State Highway and Transportation Officials, not withstanding the fact that the changes proposed are entirely within this State.

The weighted average daily traffic volume along the proposed route, as shown on the map on page 3, is 21,700 as compared to N/A for the year 2016 for the remaining portions of this U.S. Numbered Route in the State.

(Signature) NCDOT Chief Engineer's Office Chief Executive Officer (Member Department)

This petition is authorized by official action of under date of as follows: (Copy excerpt from minutes.)

4 Instructions for Preparation of Page 6

Column 2: Pavement Type. Code High type, heavy duty H Intermediate type I Low type, dustless L (show in red) Not paved N (show in red)

Column 3: Pavement Condition Code Excellent E Good G Fair F (show in red) Poor P (show in red)

5 1 2 3 4 5 6 7 8 9 10 11 Comparison to Applicable AASHTO Design Standards

Show When In Excess of Major Structures Pavement Width Shoulder Width Vertical Sight Standard Deficiency Deficiency Roadway Width Distance Deficiency

Mileage H - Loading Deficiency Horizontal Deficiency Percent Grade Traffic ADT Curvature

Pavement Type Pavement Percent Percent Percent Percent Percent

Control Points and and Points Control

Pavement Condition Pavement

Mileage 10 20 30 40 20 40 60 80 10 20 30 40 20 40 60 80 20 40 60 80 Degree Length 0

A 23,000

2 B

24,000 C 4

D 2.49 E 19,000 6 F H G None None None None None None

8 21,000

10 G

12 22,000

Attach additional sheet here if necessary

6 Contact Information: Renee B. Roach, PE 919-814-5020 (phone) 919-771-2745 (fax) [email protected]

Begin your description here in unformatted single spaced paragraph format:

The route begins at SR 1007 (All American Expressway), bordering Fort Bragg Military Installation in Cumberland County. It is going north and east along existing alignment to I-95. The route is traveling along existing alignment, which is a multi-lane, divided, full control of access facility. The route is going north and east. The focal point cities along this route are Fayetteville and Eastover. The route will cover approximately 14.08 miles. The route ends at the I-95 interchange in Eastover, Cumberland County.

7 Created: 3/9/2016 Revised: 3/5/2018 I-295 from SR 1007 (All American Expressway) to I-95 Revised: 4/5/2018

NETT HAR LAND BER CUM

er iv Cape Fear R

FORT BRAGG D P! P! P! C P! F A G P! P! ¤£401 P! P! A l l

A m H 301 e ¤£ r i P! c a n B

E x p 401 y ¤£ . FAYETTEVILLE ¨¦§95 C R a EASTOVER

p i

r F

I-295 (Approx. Distance = 14.08 miles) a r Segment A (within Fort Bragg Military Base, length= 1.94 miles)

Segment B (from Fort Bragg Military Base tSo OFoUrtT BHraPgOg RMiTlitary Base, length= 1.06 miles) Segment C (within Fort Bragg Military Base, length= 1.38 miles)

SeFgAmYeEntT DTEV(IfLroLmE Fort Bragg Military Base to Fayetteville Municipal Limits, length= 1.00 mile)

a Segment E (within Fayetteville Municipal Limits, length= 0.63 me ile) F

e r p e v Segment F (from Fayetteville Municipal Limits to US 401, lena gti h= 1.40 miles)

C R Segment G (from US 401 to Eastover Municipal Limits, length= 4.78 miles)

Segment H (from Eastover Municipal Limits to I 95, length= 1.89 miles) ¨¦§95 Municipal Boundary

Fort Bragg 0 1 2 3 County Boundary Miles ¯

(August 2018)

American Association of State Highway and Transportation Officials An Application from the State Highway or Transportation Department of North Carolina for:

Elimination of a U.S. (Interstate) Route AASHTO Use Only Establishment of a U.S. (Interstate) Route I-295 (future)

Extension of a U.S. (Interstate)Route Relocation of a U.S. (Interstate) Route

Establishment of a U.S. Alternate Route

Establishment of a Temporary U.S. Route

**Recognition of a Business Route on U.S. (Interstate) Route **Recognition of a By-Pass Route on U.S. Route

Between I-95 in Robeson County and US 401 in Cumberland County

The following states or states are involved: North Carolina

DATE SUBMITTED: August 31, 2018 SUBMIT APPLICATION ELECTRONICALLY TO [email protected]

Segments A, B, C and a portion of D are currently under construction. The remaining portion of Segment D and Segment E in Cumberland County have a scheduled construction let date of December 2018. The proposed future I-295 route is a controlled access, divided, multi-lane freeway on new location. The portion of future I-295 from I-95 Exit 58 to US 401 (Raeford Road) in Cumberland County was approved on November 20, 2003 under 23 U.S.C. 103(c)(4)(B) as a future part of the Interstate System.

Date facility available to traffic June 15, 2022 (anticipated

Does the petition propose a new routing over a portion of an existing U.S. Route? No If so, where?

Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2 Map of state, or portion thereof, indicating proposed addition or change in the U.S. Numbered or Interstate Numbered System: Send your PDF color map to [email protected] with this application.

The weighted average daily traffic volume along the proposed route, as shown on the map on page 3, is 26,100 as compared to N/A for the year 2018 for the remaining portions of this U.S. Numbered Route in the State.

(Signature)

Chief Executive Officer NCDOT Chief Engineer's Office (Member Department)

This petition is authorized by official action of under date of as follows: (Copy excerpt from minutes.)

4 Instructions for Preparation of Page 6

Column 2: Pavement Type. Code High type, heavy duty H Intermediate type I Low type, dustless L (show in red) Not paved N (show in red)

Column 3: Pavement Condition Code Excellent E Good G Fair F (show in red) Poor P (show in red)

5 1 2 3 4 5 6 7 8 9 10 11 Comparison to Applicable AASHTO Design Standards

Show When In Excess of Major Structures Pavement Width Shoulder Width Vertical Sight Standard Deficiency Deficiency Roadway Width Distance Deficiency

Mileage H - Loading Deficiency Horizontal Deficiency Percent Grade Traffic ADT Curvature

Pavement Type Pavement Percent Percent Percent Percent Percent

Control Points and and Points Control

Pavement Condition Pavement

Mileage 10 20 30 40 20 40 60 80 10 20 30 40 20 40 60 80 20 40 60 80 Degree Length 0 A 20,800

B 23,200 4

6 C 26,000 H G None None None None None None None

D 26,300 8

10 E 31,800

Attach additional sheet here if necessary

6 Contact Information: Renee B. Roach, PE 919-814-5020 (phone) 919-771-2745 (fax) [email protected]

Begin your description here in unformatted single spaced paragraph format:

The route begins at I-95 in Robeson County. It is going north and west along new alignment to US 401. The route is traveling along a multi-lane, divided, full control of access facility. The route is going north and west. The focal point cities along this route are Fayetteville and Hope Mills. The route will cover approximately 12.42 miles. The route ends at US 401 in Cumberland County.

7 C 162 U H! "" M ¤£401 B H O E R K E L A N Fayetteville D "5"9

H! "16"2 Hope Mills H! 59 H! ""

E N CU K O M O S B H E R ER B OB L O E AN R S D ON ¨¦§95

Future I-295 (Approx. Distance = 12.42 miles) Segment A (from I-95 to US 301, length = 1.23 miles) Segment B (US 301 to Hope Mills Municipal Boundary, length = 4.57 miles) ¯ Segment C (within Hope Mills Municipal Boundaries, length = 0.26 miles) "2"0 Segment D (from Hope Mills Municipal Boundary to Fayetteville Municipal Boundary, length = 3.03 miles) ¤£301 Segment E (from Fayetteville Municipal Boundary to US 401, length = 3.33 miles) "7"1 Railroad Track ¨¦§95 Major Hydrography (Streams/Rivers) H! 0 0.5 1 2 3 4 Parkton H! Municipal Boundary Miles County Boundary

AMERICAN ASSOCIATION □ F' STATE HIGHWAY AN □ TRANSPORTATION OFFICIALS

e..v��ANtLIAg APPLICATION FOR DESIGNATION OF A U.S. BICYCLE ROUTE (AUGUST, 2018)

Member State Submitting Application: OHIO USBR No. 50 Date: 8/31/18

This is an application for (please check):

D Establishment of a new U.S. Bicycle Route or segment {gl Realignment an existing U.S. Bicycle Route D Deletion of a U.S. Bicycle Route or segment

Route Connects Indiana and West Virginia (e.g., State Border, International Border, Existing US Bicycle Route, etc.)

The following state or states are involved: Indiana, Ohio, West Virginia

Map and Route Log

Attachment A: Map (PDF the map in color and attach to this form)

Attachment B: Route Log Use the following form (or similarly formatted spreadsheet file labeled "Attachment B" and submitted with your application) for turn-by-turn details of the U.S. Bicycle Route you are proposing for designation.

Starting P6int of Route Miles traveled on Turn location and road General Direction of or Realignment this facility name/ desianation Travel •ATTACHED•

Terminus: Cox Rd Into Total Mileage: Indiana 309.6 miles

Application, Page 1

The route realignment is only happening in London, OH and is a very short stretch (0.47 miles). In the attached document it is the orange route highlighted that is the new route (from the black dashed line below it, which is the original route). In the attached EXCEL sheet it is the highlighted section (#117- #120). The below image also shows where in the grand scheme of the route the change is occurring.

Miles Starting Point of General traveled Turn location and road Order Route or Direction of County on this name/ designation Realignment Travel facility Enter OH from WV on market street/ 1 SR 43 5.5 Continue onto Cadiz Rd West Jefferson 2 Cardiz Rd 4.5 Continue onto County Rd West Jefferson 3 County Rd 22A 1.3 Continue onto OH-152 S NorthWest Jefferson Continue onto County Rd OH-152 S 4 1.5 22A/E Steubenville St South Jefferson County Rd 22A/E Turn right onto County 5 Steubenville St 3.7 Line Rd North Jefferson 6 County Line Rd 0 Turn left onto US-22 W West Harrison Turn left onto E Main US-22 W 7 0.5 St/Old Hopedale Rd SouthWest Harrison E Main St/Old Turn right onto Old 8 Hopedale Rd 1.5 Hopedale Rd NorthWest Harrison Continue onto N Main Old Hopedale Rd 9 4.9 St/Old US Rte 22 South Harrison N Main St/Old US Turn right onto W Market 10 Rte 22 1.7 St NorthWest Harrison 11 W Market St 0.2 Turn left onto Deersville NorthWest Harrison 12 Deersville Ave 0.8 Turn right onto US-250 W North Harrison 13 US-250 W 0.1 Turn left onto County 2 SouthWest Harrison Turn right onto Deersville County 2 14 0.1 Ridge Rd West Harrison 15 Deersville Ridge 3 Turn left onto Arnold Rd South Harrison 16 Arnold Rd 2.7 Turn right onto US-22 W SouthWest Harrison 17 US-22 W 2.1 Turn left onto Slater Rd East Harrison 18 Slater Rd 0.1 Turn left onto US-22 W South Harrison Turn right onto US-22 W 19 22.6 Birmingham Rd North Guernsey 20 Birmingham Rd 5.8 Slight left onto Freedom SouthWest Guernsey Turn left onto Old Twenty Freedom Rd 21 7.1 One Rd SouthWest Guernsey 22 Old Twenty One 1 Turn right onto Plainfield West Guernsey 23 Plainfield Rd 6.2 Turn right to stay on OH- North Guernsey 24 OH-541 W 1.1 Turn right to stay on OH- North Guernsey 25 OH-541 W 4.6 Turn left onto OH-93 S West Coshocton 26 OH-93 S 7.1 Turn right to stay on OH-93 South Muskingum 27 OH-93 S 7.7 Turn right onto East St North Muskingum Continue onto OH-208 East St 28 0 W/Main St North Muskingum 29 OH-208 W/Main St 10.1 Turn right to stay on OH- West Muskingum 30 OH-208 W 0.6 Turn right onto Main St North Muskingum 31 Main St 0.1 Turn left onto W 9th St West Muskingum Turn right onto OH-60 W 9th St 32 0.3 N/Frazeysburg Rd North Muskingum OH-60 33 N/Frazeysburg Rd 1.1 Turn left onto Narrows Rd NorthWest Muskingum 34 Narrows Rd 3.3 Turn right onto Moore Rd NorthWest Muskingum 35 Moore Rd 0.4 Turn left onto Raiders Rd West Muskingum 36 Raiders Rd 1.4 Continue onto E 3rd St West Muskingum 37 E 3rd St 1.1 Continue onto Raiders Rd West Muskingum 38 Raiders Rd 2.8 Continue onto Marne Rd SouthWest Muskingum 39 Marne Rd 2.7 Turn right onto Felumlee North Licking Turn left onto T.J. Evans Felumlee Rd 40 0.1 Panhandle Recreational SouthWest Licking T.J. Evans Panhandle 41 Recreational Trail 9.8 Turn right onto E Main St West Licking 42 E Main St 0.4 Turn left onto S 1st St South Licking 43 S 1st St 0.1 Turn right onto E Market St West Licking 44 E Market St 0.3 Turn right onto S 4th St North Licking 45 S 4th St 0.2 Turn left onto W Church St West Licking 46 W Church St 0.9 Turn right North Licking 47 '' 0.1 Keep right West Licking 48 '' 0.4 Slight left West Licking 49 '' 1 Continue straight SouthWest Licking Turn right onto Evans '' Foundation Bike Path/T.J. 50 2.2 Evans Trail NorthWest Licking Evans Foundation Bike Path/T.J. Slight left onto Moots Run 51 Evans Trail 4.1 Rd NorthWest Licking 52 Moots Run Rd 3.3 Turn left onto OH-37 E South Licking 53 OH-37 E 0.3 Continue onto York Rd SW South Licking Turn right onto York Rd SW 54 0.1 Worthington Rd West Licking Continue onto E Dublin Worthington Rd 55 8.6 Granville Rd West Franklin E Dublin Granville 56 Rd 3.7 Turn right onto Harlem Rd North Franklin 57 Harlem Rd 2.4 Turn left onto E Walnut St West Franklin 58 E Walnut St 1.8 Turn left onto Cubbage Rd South Franklin 59 Cubbage Rd 0.5 Turn right SouthWest Franklin 60 '' 0.3 Turn right West Franklin Turn right onto Big Walnut '' 61 0.5 Trail North Franklin Slight right to stay on Big Big Walnut Trail 62 0.4 Walnut Trail North Franklin Continue straight to stay Big Walnut Trail 63 0.3 on Big Walnut Trail North Franklin Turn left to stay on Big Big Walnut Trail 64 0.5 Walnut Trail North Franklin 65 Big Walnut Trail 0.1 Turn left onto E College West Franklin Turn left onto County Line E College Ave Schrock Trail/Towers 66 2.2 Trail/Westerville Bikeway South Franklin County Line Slight right to stay on Schrock County Line Schrock Trail/Towers Trail/Towers Trail/Westerville 67 0.8 Trail/Westerville Bikeway South Franklin CountyBikeway Line Schrock Turn left to stay on County Trail/Towers Line Schrock Trail/Towers Trail/Westerville Trail/Westerville Bikeway 68 0 South Franklin CountyBikeway Line Slight right to stay on Schrock County Line Schrock Trail/Towers Trail/Towers Trail/Westerville 69 0 Trail/Westerville Bikeway West Franklin CountyBikeway Line Slight left to stay on Schrock County Line Schrock Trail/Towers Trail/Towers Trail/Westerville 70 0.3 Trail/Westerville Bikeway South Franklin CountyBikeway Line Schrock Turn right onto W Schrock Trail/Towers Rd Trail/Westerville 71 0.1 West Franklin Bikeway Turn right onto Alum Creek Multi-Use Trail (Ohio to W Schrock Rd Erie Trail)/Big Walnut Trail/County Line Schrock 72 0.4 North Franklin Trail Alum Creek Multi- Use Trail (Ohio to Turn left onto Alum Creek Erie Trail)/Big Multi-Use Trail (Ohio to Walnut Erie Trail) Trail/County Line 73 Schrock Trail 0 NorthWest Franklin Alum Creek Multi- Sharp left to stay on Alum Use Trail (Ohio to Creek Multi-Use Trail (Ohio 74 Erie Trail) 0.1 to Erie Trail) SouthEast Franklin Alum Creek Multi- Turn left to stay on Alum Use Trail (Ohio to Creek Multi-Use Trail (Ohio 75 Erie Trail) 2.6 to Erie Trail) East Franklin Alum Creek Multi- Turn right to stay on Alum Use Trail (Ohio to Creek Multi-Use Trail (Ohio 76 Erie Trail) 0.8 to Erie Trail) South Franklin Alum Creek Multi- Turn right to stay on Alum Use Trail (Ohio to Creek Multi-Use Trail (Ohio 77 Erie Trail) 0.2 to Erie Trail) South Franklin Alum Creek Multi- Slight left to stay on Alum Use Trail (Ohio to Creek Multi-Use Trail (Ohio 78 Erie Trail) 2.1 to Erie Trail) SouthWest Franklin Alum Creek Multi- Sharp left to stay on Alum Use Trail (Ohio to Creek Multi-Use Trail (Ohio 79 Erie Trail) 0.8 to Erie Trail) SouthEast Franklin Alum Creek Multi- Slight right onto Alum Use Trail (Ohio to Creek Trail 80 Erie Trail) 2.1 East Franklin Slight right to stay on Alum Alum Creek Trail 81 0 Creek Trail South Franklin Turn left onto Interstate- Alum Creek Trail 82 1.8 670 Bikeway SouthEast Franklin Interstate-670 Turn left onto Interstate 83 Bikeway 1.4 670 Bikeway/Leonard Ave South Franklin Interstate 670 Slight left onto Interstate Bikeway/Leonard 670 Bikeway 84 Ave 1.2 West Franklin Interstate 670 Turn left onto Cleveland 85 Bikeway 0.9 Ave South Franklin Keep left to stay on Mt Cleveland Ave 86 0.6 Vernon Ave West Franklin Mt Vernon Ave turns Mt Vernon Ave slightly right and becomes 87 0 E Nationwide Blvd West Franklin becomes E Turn right onto John H 88 Nationwide Blvd 0.5 McConnell Blvd North Franklin John H McConnell Turn left 89 Blvd 0 West Franklin 90 " 0.1 Turn left South Franklin 91 " 0.2 Turn right onto W Spring St West Franklin 92 W Spring St 0 Turn left South Franklin Turn right onto Lower " 93 0 Scioto Greenway West Franklin Lower Scioto Turn left to stay on Lower 94 Greenway 0.6 Scioto Greenway South Franklin Lower Scioto Slight right to stay on 95 Greenway 0.1 Lower Scioto Greenway West Franklin Lower Scioto Slight left to stay on Lower 96 Greenway 0.6 Scioto Greenway West Franklin Lower Scioto Turn left onto McKinley 97 Greenway 1.8 Ave SouthEast Franklin 98 McKinley Ave 0 Turn right onto Harper Rd West Franklin Harper Rd turns slightly Harper Rd 99 0.3 left and becomes N South Franklin 100 N Highland Ave 0.1 Continue onto Valleyview West Franklin 101 Valleyview Dr 0.1 Turn left onto N Eureka South Franklin Turn right onto Camp N Eureka Ave 102 0.1 Chase Trail West Franklin Turn left to stay on Camp Camp Chase Trail 103 2.3 Chase Trail SouthWest Franklin 104 Camp Chase Trail 0.6 Turn left onto Georgesville South Franklin 105 Georgesville Rd 0.3 Turn right onto Sullivant West Franklin Turn left onto Camp Chase Sullivant Ave 106 0.3 Trail SouthWest Franklin Slight left to stay on Camp Camp Chase Trail 107 1.1 Chase Trail SouthWest Franklin 108 Camp Chase Trail 1.9 Turn right onto Galloway North Franklin Turn left onto Camp Chase Galloway Rd 109 0 Trail SouthWest Franklin Turn left onto Alton Camp Chase Trail 110 0.9 Rd/Camp Chase Trail SouthEast Franklin Alton Rd/Camp Turn right onto Camp 111 Chase Trail 0 Chase Trail SouthWest Franklin Slight right to stay on Camp Chase Trail 112 0.9 Camp Chase Trail West Franklin Turn left onto W Jefferson Camp Chase Trail 113 5 Kiousville Rd South Madison Sharp right onto Camp W Jefferson Chase Trail/Ohio Bicycle Kiousville Rd 114 0 Rte 1/Ohio to Erie Trail NorthWest Madison Camp Chase Trail/Ohio Bicycle Turn left onto Maple St Rte 1/Ohio to Erie 115 Trail 8.2 SouthEast Madison 116 Maple St 0 Turn right onto E Center St West Madison E Center St Turn right onto S Walnut St 117 0.3 NorthWest Madison 118 S Walnut St 0.2 Turn left onto E 1st St SouthWest Madison 119 E 1st St 0.1 Turn left onto S Main St SouthEast Madison Turn right onto W Center S Main St 120 0.2 St SouthWest Madison 121 W Center St 0.5 Turn right onto Olive St NorthWest Madison 122 Olive St 0.1 Turn left onto Richardson SouthWest Madison 123 Richardson Ave 0.1 Turn right onto Midway St NorthWest Madison Turn left onto Ohio Bicycle Midway St Rte 1/Ohio to Erie 124 0.1 Trail/Prairie Grass Trail SouthWest Madison Ohio Bicycle Rte 1/Ohio to Erie Turn left onto E Mound Trail/Prairie Grass St/Ohio Bicycle Rte 1 125 Trail 10.2 SouthWest Clark Turn left onto Ohio Bicycle E Mound St/Ohio Rte 1/Ohio to Erie Bicycle Rte 1 Trail/Prairie Grass Trail 126 0.4 South Clark Ohio Bicycle Rte Slight right to stay on Ohio 1/Ohio to Erie Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail/Prairie Grass Trail 127 Trail 0.4 West Clark Ohio Bicycle Rte Turn right to stay on Ohio 1/Ohio to Erie Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail/Prairie Grass Trail 128 Trail 8.3 SouthWest Clark Ohio Bicycle Rte Slight right to stay on Ohio 1/Ohio to Erie Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail/Prairie Grass Trail 129 Trail 8.1 SouthWest Greene Ohio Bicycle Rte Turn right onto Ohio 1/Ohio to Erie Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail 130 Trail 1.7 West Greene Turn left to stay on Ohio Ohio Bicycle Rte Bicycle Rte 1/Ohio to Erie 1/Ohio to Erie Trail 131 0 Trail South Greene Slight right to stay on Ohio Ohio Bicycle Rte Bicycle Rte 1/Ohio to Erie 1/Ohio to Erie Trail 132 0 Trail West Greene Ohio Bicycle Rte Turn right onto Creekside 1/Ohio to Erie Trail Trail/Ohio Bicycle Rte 2 133 0.2 North Greene Creekside Turn left to stay on Trail/Ohio Bicycle Creekside Trail/Ohio 134 Rte 2 0.1 Bicycle Rte 2 NorthWest Greene Creekside Turn right to stay on Trail/Ohio Bicycle Creekside Trail/Ohio 135 Rte 2 12.1 Bicycle Rte 2 North Montgomery Creekside Slight right to stay on Trail/Ohio Bicycle Creekside Trail/Ohio 136 Rte 2 2.5 Bicycle Rte 2 SouthWest Montgomery Creekside Slight left to stay on Trail/Ohio Bicycle Creekside Trail/Ohio 137 Rte 2 0.2 Bicycle Rte 2 East Montgomery Creekside Turn left toward Mad River Trail/Ohio Bicycle Recreation Trail/Ohio 138 Rte 2 0.1 Bicycle Rte 8 North Montgomery Mad River Turn left onto Mad River Recreation Recreation Trail/Ohio Trail/Ohio Bicycle Bicycle Rte 8 139 Rte 8 0.2 SouthWest Montgomery Mad River Recreation Slight right toward E Trail/Ohio Bicycle Monument Ave 140 Rte 8 3.8 East Montgomery Sharp right onto E E Monument Ave 141 0.1 Monument Ave West Montgomery Turn right onto Great E Monument Ave Miami River Recreational 142 1.8 Trail North Montgomery Turn left to stay on Great Great Miami River Miami River Recreational Recreational Trail Trail 143 0 West Montgomery

Great Miami River Turn right onto S Patterson Recreational Trail Blvd 144 2.4 SouthWest Montgomery Turn right onto W Stewart S Patterson Blvd 145 0 St West Montgomery Turn right onto Great W Stewart St Miami River Recreational 146 0.1 Trail North Montgomery

Great Miami River Continue onto Ohio Bicycle Recreational Trail Rte 38/Wolf Creek Trail 147 1.4 NorthWest Montgomery Ohio Bicycle Rte Turn right onto Oakridge 38/Wolf Creek Dr/Ohio Bicycle Rte 38 148 Trail 1.1 West Montgomery Oakridge Dr/Ohio Turn left onto Little Bicycle Rte 38 Richmond Rd 149 2.6 West Montgomery Little Richmond Rd Turn right onto Olive Rd 150 1.5 North Montgomery Turn left onto Wolf Creek Olive Rd 151 1.2 Pike West Montgomery Wolf Creek Pike Slight left onto E Main St 152 0.8 SouthWest Montgomery Turn right onto Wolf Creek E Main St 153 0.3 Recreation Trail North Montgomery Slight left onto Ohio Wolf Creek Bicycle Rte 38/Wolf Creek Recreation Trail 154 0 Recreation Trail West Montgomery Ohio Bicycle Rte Slight left to stay on Ohio 38/Wolf Creek Bicycle Rte 38/Wolf Creek Recreation Trail Recreation Trail 155 6.8 North Montgomery Ohio Bicycle Rte Slight left to stay on Ohio 38/Wolf Creek Bicycle Rte 38/Wolf Creek Recreation Trail Recreation Trail 156 0 West Montgomery Ohio Bicycle Rte Continue onto Commerce 38/Wolf Creek St 157 Recreation Trail 5.5 NorthWest Preble Commerce St Turn left onto W Main St 158 0.1 West Preble W Main St Turn left onto Verona Rd 159 0.3 South Preble Turn right onto Euphemia Verona Rd Verona Rd/Sonora Rd 160 1 West Preble Euphemia Verona Turn left onto Euphemia Rd/Sonora Rd Verona Rd/Verona Rd 161 0.6 SouthWest Preble Euphemia Verona Turn right onto US-40 W Rd/Verona Rd 162 2.7 West Preble Turn left onto N US-40 W 163 0.4 Commerce St South Preble 164 N Commerce St 0.7 Turn left onto W Clay St West Preble Continue onto Lewisburg W Clay St 165 0.5 Western Rd West Preble Lewisburg Western Continue onto Price Rd 166 Rd 2.4 West Preble 167 Price Rd 2.4 Turn left onto US-127 S South Preble US-127 S Turn right onto Orphans Rd 168 0.7 West Preble Turn left onto Oxford Orphans Rd 169 5 Gettysburg Rd South Preble Oxford Gettysburg Turn right onto Murray Rd 170 Rd 0.8 West Preble Continue onto W Florence Murray Rd Campbellstown Rd 171 2.3 South Preble Turn right onto W Florence Crawfordsville Campbellstown Rd 172 1.7 Campbellstown Rd West Preble Crawfordsville Turn right onto New Campbellstown Rd Westville Rd 173 1.7 North Preble New Westville Rd Turn left onto Paint Rd 174 0.5 West Preble New Westville Rd Turn left onto Cox Rd 175 1.8 West Preble 176 Cox Rd 0.4 exit into indiana West Preble 309.6