EXHIBIT A Accessible Truck Routes Map

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Sibyl Phelps
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2 EXHIBIT A Accessible Truck Routes Map

3 ASHEVILLE, NORTH CAROLINA ROUTE: A ROUTE: B ROUTE: C ROUTE: D ROUTE: E EXHIBIT A

4 EXHIBIT B Craven Street Improvements Map

5 ASHEVILLE, NORTH CAROLINA EXHIBIT B

6 EXHIBIT C Truck Routing Analysis

7 Project Jo Truck Routing Alternatives Analysis Prepared by: Mattern & Craig EXHIBIT C EVALUATION FACTOR PRO CON COMMENTS ROUTE A (Haywood Road - West Asheville Route) Accessibility from all out of town directions Travel time to site from interstate Quality of travel route Compatible land uses along route Improvements required along route All weather accessibility Cost and time to implement route improvements Exit 2 I-240 accessible from all directions. Under 5 minutes to site - normal traffic. Primary route, good grades, turning movements Commercial/Business district along entire route. Small portion of residential for westbound off ramp. Minor improvements at ramp connections to Haywood Road. Improvement and signalization of Haywood/Beverly Rd inter. Good grades. Along primary connector route and interstate. Route immediately available ROUTE B (Craven Connector) RECOMMENDED RANKING = 1 Program Budget - $ ,000 Accessibility from all out of town directions Travel time to site from interstate Quality of travel route Compatible land uses along route Improvements required along route All weather accessibility Cost and Time to implement route improvements All directions accessible expect from I-26 Eastbound (TN Route) Less than 5 minutes Extreme turning movements and steep grade. Commercial/Industrial uses Reconstruction of Craven Connector would be required. Impact to Hazel Mill Rd and adjacent parcels. Turning movements and grades would be treacherous in inclement weather. Significant construction costs, impact to traveling public, and coordination with NCDOT, adjacent owners and businesses. ROUTE C (Riverside Drive) RECOMMENDED RANKING = 3 Program Budget - $475,000 + R/W costs Accessibility from all out of town directions Travel time to site from interstate Via I-26 Exit 25 and I-240 Exit 4A(Hill St.) Less than 5 minutes Quality of travel route Compatible land uses along route Improvements required along route All weather accessibility Cost and Time to implement route improvements Industrial Uses Railway bridge has inadequate clearances (horizontal and vertical) through bridge. Not a feasible, cost-effective solution. Significant construction costs, right of way needs and coordination with Norfolk Southern RECOMMENDED RANKING = 5 Program Budget - $750, R/W costs ROUTE D (Haywood - Clingman Avenue Route) Accessibility from all out of town directions Travel time to site from interstate Quality of travel route Compatible land uses along route Improvements required along route All weather accessibility Cost and Time to implement route improvements Exit 4 off of I-240, Not accessible from I-240W Varying traffic conditions on Patton Avenue can significantly increase travel time. Narrow lanes and turning movements Significant portion of route through residential uses. Minimal road improvements. Upgrade Haywood Road roundabout Primary route, relatively soft grades. Route immediately available. Requires intersection and roundabout improvements/upgrades. RECOMMENDED RANKING = 2 Program Budget - $ ,000 ROUTE E (Amboy Road) Accessibility from all out of town directions Travel time to site from interstate Quality of travel route Compatible land uses along route Improvements required along route All weather accessibility Cost and Time to implement route improvements I-240 Exit 1C - traffic from the north (TN) and I-40 westbound access requires U-turn at Brevard Road interchange. Over 10 Minutes. Requires at-grade crossing of rail yard. 5-way intersection and at-grade rail crossing Industrial land use Haywood Road Roundabout, 5-way intersection. At-grade rail xing Note-Craven St. to Riverside Drive intersection not accessible to Primary route, no major grade issues Requires signifcant upgrades to allow functional and safe operation. RECOMMENDED RANKING = 4 Program Budget - $ ,000 + R/W Costs 2/10/2012

route improvements Exit 2 I-240 accessible from all directions. Under 5 minutes to site - normal traffic. Primary route, good grades, turning movements Commercial/Business district along entire route.

8 EXHIBIT D Craven Street Budget Estimate

9 Craven Street Improvements 2600 Linear Feet Prepared by Mattern & Craig - 02/08/12 EXHIBIT D Description Budget Actual Cost Notes Variance 1 Demolition $ 50, Allowance 50, Grading $ 75, Avg. 3' per LF = $5.00 No import or export material assumed 75, Asphalt Paving $ 314, 'Wx7"D Heavy Duty 314, Aggregate Base Material $ 77, 'Wx8"D Aggregate 77, Curb and Gutter $ 78, LF 78, Sidewalks $ 43, $30/SY 43, Drainage $ 63, Allowance - 10% of Items , Erosion Control $ 16, Allowance - 2.5% of Items , Stormwater Management $ Assumes none or incorporated into site development Water $ 5, Allowance - relocation of appurtenances only 5, Sewer $ 5, Allowance - relocation of appurtenances only 5, Dry Utilities (Power, Cable, Phone) $ 10, Allowance - City cost of overhead relocates 10, Street Lighting Budget $ 15, Allowance 15, Required Landscaping $ 19, Allowance - 3% of Items , Traffic Signal - Haywood Road $ Assumes NCDOT Funded - $100,000 budget Hard Cost 20% $ 140, , SUB-TOTAL HARD COSTS $ 862, , Maintenance $ By Contractor Superintendent $ By Contractor Landscape Architect $ N/A Environmental/Geotech $ 8, Allowance - compaction, construction materials testing 8, Engineering $ 90, Engineering costs for design, approvals, bid adminstration, and inspections. 90, Architecture $ N/A Surveys $ 10, Supplemental field survey, Record Drawings 10, Construction surveys and as-builts per City $ 5, , Legal $ By City Soft Cost 20% $ 22, , SUB-TOTAL SOFT COSTS $ 136, , Land Cost $ - 27 City Permits $ - 28 MSD Permit $ - 29 Bonds $ - 30 Taxes $ - 31 Misc. Payables $ - SUB-TOTAL LAND AND PERMITS $ TOTAL $ 998, , /10/2012 1

00 4 Aggregate Base Material $ 77,600.00 0.00 40'Wx8"D Aggregate base @$15/TON 77,600.00 5 Curb and Gutter $ 78,000.00 0.00 2600LF x2 @$15/LF 78,000.00 6 Sidewalks $ 43,400.00 0.00 2600'x5' @ $30/SY 43,400.

10 EXHIBIT E Craven Street Connector Budget Estimate

11 Craven Connector Improvements 1000 Linear Feet Prepared by Mattern & Craig - 02/08/12 EXHIBIT E Description Budget Actual Cost Notes Variance 1 Demolition $ 35, Allowance 35, Grading $ 37, Avg. 5' per LF = $7.50 No import or export material assumed 37, Asphalt Paving $ 96, 'Wx7"D Heavy Duty 96, Aggregate Base Material $ 17, 'Wx8"D Aggregate 17, Curb and Gutter $ 30, LF 30, Retaining Walls $ 63, 'x10'x2' $425CY or $30/SFF 63, Sidewalks $ N/A Drainage $ 32, Allowance - 15% of Items , Erosion Control $ 14, Allowance - 5% of Items , Stormwater Management $ Assumes none or incorporated into site development Water $ 5, Allowance - relocation of appurtenances only 5, Sewer $ 5, Allowance - relocation of appurtenances only 5, Dry Utilities (Power, Cable, Phone) $ 10, Allowance - City cost of overhead relocates 10, Street Lighting Budget $ N/A Required Landscaping $ N/A Hard Cost 20% $ 62, , SUB-TOTAL HARD COSTS $ 373, , Maintenance $ By Contractor Superintendent $ By Contractor Landscape Architect $ N/A Environmental/Geotech $ 15, Allowance - wall foundation, compaction, construction materials testing 15, Engineering $ 55, Engineering costs for design, approvals, bid adminstration, and inspections. 55, Architecture $ N/A Surveys $ 10, Field survey, Record Drawings 10, Construction surveys and as-builts per City $ 5, , Legal $ By City Soft Cost 20% $ 17, , SUB-TOTAL SOFT COSTS $ 102, , Land Cost $ - 29 City Permits $ - 30 MSD Permit $ - 31 Bonds $ - 32 Taxes $ - 33 Misc. Payables $ - SUB-TOTAL LAND AND PERMITS $ TOTAL $ 475, , /10/2012 1

00 4 Aggregate Base Material $ 17,900.00 0.00 40'Wx8"D Aggregate base @$15/TON 17,900.00 5 Curb and Gutter $ 30,000.00 0.00 1000LF x2 @$15/LF 30,000.00 6 Retaining Walls $ 63,000.00 0.00 200'x10'x2' wall @ $425CY or $30/SFF 63,000.

12 FIGURE 1 Craven Street Typical Section

13 1

14 SITE PHOTOS Accessible Truck Routes

15 Fig. 1 Haywood Road/I-240E on ramp. Looking North Fig. 2 Haywood Road/I-240W off ramp. Looking West

16 Fig. 3 Haywood Road/Ridgelawn Intersection. Looking East Fig. 4 Westgate Resort Drive off ramp. Looking North

17 Fig. 5 Westgate Resort Drive/Craven Connector. Looking South Fig. 6 Craven Connector/Hazel Mill. Looking West

18 Fig. 7 Craven Connector/Hazel Mill. Looking East Fig. 8 Riverside/Craven St. Looking Southwest

19 Fig. 9 Craven St./Riverside. Looking East Fig. 10 Craven St./Riverside. Looking West

20 Fig. 11 Riverside/Norfolk Southern Bridge.

Pavement Management Program

Pavement Management Program 2014 Street Maintenance Program Executive Summary 01/21/2014 Presented by Mark Thiel Assistant Director of Public Works Program Overview Start of current program 2005 825.1