Transportation Plan - Town of Garner

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should be at a 90 degree angle. Angles less than 90 degrees should not be constructed unless justified by an engineering analysis and in no case shall be less than 60 degrees with the highway. Additional Design Criteria: • Offset Access Connections: On undivided roadway segments, access connections on opposing sides of the highway shall be offset at an adequate distance to minimize overlapping left turns and other maneuvers that may result in safety hazards or operational problems. • Auxiliary Lanes: Auxiliary lanes (left or right turn lanes) shall be required for new driveways where they meet the North Carolina DOT or ITE warrants. • Out‐parcel Access: All access to an out‐parcel shall be internalized using the shared circulation system of the principle development. Access to out‐parcels shall be designed to avoid excessive movement across parking aisles and queuing across surrounding parking and driving aisles. Minimum On‐Site Vehicle Storage Area: Adequate storage must be provided within the internal circulation system for properties that include either a drop‐off loop or drive‐through facility so that vehicles do not queue onto the highway system. Specific storage areas will be determined by the Garner Engineer in cooperation with the North Carolina DOT on a case‐by‐case basis during the development review process. However, the following minimum storage lengths are required for specific development types: (A) For single‐lane drive‐in banks, storage to accommodate a minimum queue of six vehicles will be provided. Banks having several drive‐in service windows will have storage to accommodate a minimum of four vehicles per service lane. (B) For single‐lane drive‐through full service car washes, storage to accommodate a minimum of twelve vehicles will be provided. Automatic or self service car washes having a multi‐bay design will have a minimum vehicle storage length of three vehicles per bay. (C) For fast‐food restaurants with drive‐in window service, storage within the site to accommodate a minimum of eight vehicles per service lane from the menu board/ ordering station will be provided. (D) For service stations where the pump islands are parallel to the pavement edge, a minimum setback of 35 feet between the pump islands and the public right‐of‐way will be provided. For service stations where the pump islands are not parallel to the pavement Appendix D: Access Management Guidelines Page | 170 December 10, 2009
edge, minimum vehicle storage of 50 feet in length between the pump islands and the public right‐of‐way will be provided. (E) For land uses that require an entry transaction or have service attendants, gates or other entry control devices, the vehicle storage will have an adequate length so that entering vehicles do not queue back on the adjacent right‐of‐way. No portion of a parking area, attendant booth, gates, signing or parking activity shall encroach on the public right‐of‐way. (F) For schools, adequate storage for parental drop‐off and pick up areas should be provided entirely on the school campus site. Crossroad Access Spacing at Interchanges: Minimum access spacing on crossroads for freeway interchange areas is critical for avoiding traffic backups and providing safe maneuvering distances for turning and weaving vehicles to enter the appropriate lanes. No driveway, intersection, or median opening will be allowed less than 500 feet from the end of the taper of the ramp furthest from the interchange. If the proposed distances are less than the minimum spacing then a written justification demonstrating why the recommended distances cannot be met shall be submitted to the Garner and NCDOT for approval as an exception. Traffic Impact Assessment: A traffic impact assessment (TIA) study may be required by the Garner Engineer or the North Carolina DOT District Engineer to evaluate one or all access locations proposed in a development application. The estimated trip generation shall be based on the latest edition of the ITE Trip Generation Report. If required according to the Garner Unified Development Ordinance Article 3.5, the traffic study shall be completed in conformance with the minimum rules and procedures set forth in the Policy on Street and Driveway Access to North Carolina Highways. Variances: The granting of a variance shall be in harmony with the purpose and intent of the Garner Access Management Guidelines and shall not be considered until every feasible option for meeting the minimum access management standards is explored. Applicants for a variance from the standards must provide proof of unique or special conditions that make strict application of the provisions impractical. This shall include proof that: • Indirect or restricted access cannot be obtained. Appendix D: Access Management Guidelines Page | 171 December 10, 2009
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GARNER TRANSPORTATION GARNER PLAN p
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LIST OF FIGURES AND TABLES PAGE Fig
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to be considered in the recommendat
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Roadways While generally in good re
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Chapter 1: Past Events and Plans 1.
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Like many North Carolina locales, G
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North Garner Plan (2004). The North
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oadways under the authority of the
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Transportation Plan. Article 6 prov
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that includes unincorporated areas
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Chapter 2: The Planning Process THE
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• Norm Karr • Council Member Bu
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70 would ultimately be replaced as
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White Oak Road Currently a two‐la
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defined starting and ending points.
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It is worthwhile to note that CAT a
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the Garner Route 102 will extend to
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Special Transit Advisory Commission
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FIGURE 6. NCRR PASSENGER RAIL SERVI
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TABLE 6. TRANSIT SERVICE MODE CHARA
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families and businesses looking to
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walking in the central Garner area,
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ike lanes and improve traffic flow
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FIGURE 9. VEHICLE AND BICYCLE/PEDES
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the age of 65 live below the nation
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conform to existing regulations for
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Chapter 4: Recommendations 4. 1 Cha
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“ ‘Due to the 2007 federal ener
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Recommendation: Conduct a conceptua
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Automobile Performance. The bottom
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[This page left intentionally blank
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identifies a number of proposed ped
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On Road To Road From Road Priority
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Sidewalk Project Prioritization & P
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Facility Type Mileage Sidewalk 56.0
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Phase Location From To Estimated Co
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FIGURE 13. PROPOSED SIDEWALK PROJEC
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Bicycle Lane (Top) and Sharrows Sou
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Minimum easements for a shared‐us
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Crossing Improvements Crossing impr
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4.4 Public Transportation Services
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add a garbage receptacle, and add a
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Town of Garner may also pursue appr
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FIGURE 15. PUBLIC TRANSPORTATION RE
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Chapter 5: Implementation Guidance
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• Land Use Zone. Defining the nee
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FIGURE 17. HORIZONTAL CLEARANCE “
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added to the east side, including a
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The Street Catalog. The following p
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Chapter 5: Implementation Page | 99
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• The post‐year (i.e., after 20
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This leaves only two premier source
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TABLE 17. ROADWAY PRIORITY PROJECT
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5.3 Policies and Programs The Town
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3.3 Add an element to the I‐40 Ov
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streets and non‐uniform provision
Page 121 and 122: education campaign could be impleme
Page 123 and 124: TABLE 19. PEDESTRIAN AND TRANSIT CO
Page 125 and 126: such pamphlet has been developed by
Page 127 and 128: information on local resources are
Page 129 and 130: Appendix A: Public Engagement Proce
Page 131 and 132: Roadway Comments Transit Comments P
Page 133 and 134: Appendix B: Survey Results Summary
Page 135 and 136: Table 3. More Bicycling and Walking
Page 137 and 138: Part II. About Transportation in Ga
Page 139 and 140: We always have to weigh our priorit
Page 141 and 142: Please tell us if there are any oth
Page 147 and 148: Appendix C: Roadway Maps The follow
Page 149 and 150: Appendix C: Roadway Maps and Cross
Page 161 and 162: Appendix D: Access Management Guide
Page 163 and 164: Administration: The Policy on Stree
Page 165 and 166: Cross‐Access - A service drive pr
Page 167 and 168: Traffic Impact Study - A report ini
Page 169 and 170: Near a signalized intersection, the
Page 171: Throat Length Distances: The connec
Page 175 and 176: DRIVEWAY ACCESS REVIEW CHECKLIST Th
Page 177 and 178: DESIGN GUIDANCE PURPOSES The Garner
Page 179 and 180: COLLECTOR STREET PURPOSES To create
Page 181 and 182: BOULEVARD PURPOSES An important con
Page 183 and 184: RAIL CROSSINGS PURPOSES Rail crossi
Page 185 and 186: PEDESTRIAN FACILITIES PURPOSES Walk
Page 187 and 188: TRAFFIC CALMING PURPOSES Due to sta
Page 189 and 190: CONTACT NUMBERS PURPOSES The street
Page 191 and 192: Appendix E: Design Guidance Page |
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Transportation Plan - Town of Garner

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