Non-Standard Mandatory and Advisory Sample Clauses

Non-Standard Mandatory and Advisory. Design Features A preliminary design was completed to identify design restrictions and potential design exceptions for this project. To minimize impacts to existing and proposed development and meet the needs of the project, mandatory and advisory design exceptions were requested. Detailed explanations for requesting these nonstandard features are further described in the Fact Sheet Exceptions to Mandatory Design Standards and Fact Sheet Exceptions to Advisory Design Standards. The Mandatory Design Exception Fact Sheet and the Advisory Design Exception Fact Sheet for this project were approved on September 7, 2011 as shown in Attachment I. Exceptions to Mandatory Design Standards Listed below are the nonstandard features being requested for this project, as well as the corresponding mandatory design standards. This project proposes less than standard interchange spacing at the following locations: Description of Interchange Limits Standard Interchange Spacing (miles) Proposed Interchange Spacing (miles) SR-905/SR-125/SR-11 to La Media Road 2.0 1.0 SR-905/SR-125/SR-11 to Otay Mesa Road 2.0 0.2 SR-905/SR-125/SR-11 to Xxxxxx Xxxxx Drive 2.0 1.0 The Department‟s Highway Design Manual, Index 501.3 Spacing, sets forth the following standard: The minimum interchange spacing shall be one mile in urban areas, two miles between freeway-to-freeway interchanges and local street interchanges. This project proposes the westbound SR-11 exit ramp to La Media Road to have the following nonstandard superelevation rate. Curve Radii Standard Superelevation Rate Proposed Superelevation Rate 2,100’ 6% 9% The Department‟s Highway Design Manual, Index 202.2 Standards for Superelevation, sets forth the following standard: Based on an emax selected by the designer for one of the conditions, superelevation rates shall be used within the given range of curve radii. Exceptions to Advisory Design Standards Listed below are the nonstandard features requested for this project, as well as the corresponding advisory design standards. This project proposes that the westbound branch connector merge from SR-11 to SR-905 have a 1,000 foot length auxiliary lane. The Department‟s Highway Design Manual, Index 504.4(6) Freeway-to-Freeway Connections (Branch Connections), sets forth the following standard: Merging branch connections should be designed as shown in Figure 504.3L of the Highway Design Manual. Figure 504.3L shows a 2,500 foot length auxiliary lane at a branch connection merge. This pro...
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