Common use of Design Exceptions Clause in Contracts

Design Exceptions. ‌ The following design exceptions are allowed: 1. Level 1 Design Exception for Des. No. 1383332, 1383336 and 1383337-The left (inside) shoulder width on I-69 (Line “A”) for both northbound and southbound directions shall be a minimum eight feet paved , within the project limits except as noted below: a. A shoulder width of 4’ is allowed in the southbound lane at the begin project point; b. A shoulder width of 5.9’ is allowed along the northbound lanes at the ▇▇ ▇▇ 37 overpass bridge pier. 2. Level 1 Design Exception for Des. No. 1383332 – The horizontal stopping sight distance for southbound lanes within the curve at P.I. Station 326+00.03 “A” shall meet the posted speed limit of 65 mph.

Design Exceptions. ‌ The following design exceptions Design Exceptions are allowed: 1. Level 1 Design Exception for Des. No. 1383332, 1383336 and 1383337-The left (inside) shoulder width on I-69 (Line “A”) for both northbound and southbound directions shall be a minimum eight feet paved , within the project limits except as noted below: a. A shoulder width of 4’ is allowed in the southbound lane at the begin project point; b. A shoulder width of 5.9’ is allowed along the northbound lanes at the ▇▇ ▇▇ 37 overpass bridge pier. 2. Level 1 Design Exception for Des. No. 1383332 – The horizontal stopping sight distance for southbound lanes within the curve at P.I. Station 326+00.03 “A” shall meet the posted speed limit of 65 mph.

Design Exceptions. ‌ The following design exceptions are allowed: 1. Level 1 Design Exception for Des. No. 1383332, 1383336 and 1383337-The left (inside) shoulder width on I-69 (Line “A”) for both northbound and southbound directions shall be a minimum eight feet paved , within the project limits except as noted below: a. A shoulder width of 4’ is allowed in the southbound lane at the begin project point; b. A shoulder width of 5.9’ is allowed along the northbound lanes at the ▇▇ ▇▇ 37 overpass bridge pier. c. An additional 2 feet of usable shoulder shall be provided along barriers excepting the two locations noted above. 2. Level 1 Design Exception for Des. No. 1383332 – The horizontal stopping sight distance for southbound lanes within the curve at P.I. Station 326+00.03 “A” shall meet the posted speed limit of 65 mph.