Agenda - Council - 06/27/2017 - Laserfiche WebLink

Home

SPECIAL PROVISIONS - SP20I6 BOOK Last Revision by CO Special Provisions: 2/08/17 Created August 20, 2015 Page 23 SP 0202-101 filler with a maximum 1/8 inch width and place between the sidewalk and boulevard to prevent contraction joints from migrating into the adjacent concrete panels. (F) The minimum continuous and unobstructed clear width of a pedestrian access route shall be 4.0 feet. All new or reconstructed sidewalk widths shall match or exceed in place sidewalk and in no case shall it be less than 5.0 feet in width except at locations where obstructions cannot be moved or at driveways where slopes exceed the maximum allowable grades. The cross slope of the sidewalk or trail shall not exceed 2%, and shall be measured perpendicular to the path of travel across the entire surface width of the sidewalk or trail. Curb ramps should match proposed sidewalk PAR width and shall match full trail widths. Whenever possible the entire landings should be placed in a single concrete placement, if this is not possible due to construction staging, follow requirements for reinforcement bar placement and tie adjacent landings together. In areas where the sidewalk is to be constructed around fixed structures and the grade has been changed, the sidewalk shall be finished around these structures to the satisfaction of the Engineer at no additional cost. Architectural elements such as brick pavers, concrete stamping, and multiple colored concrete placements shall be kept outside the curb ramps and curb ramp landings Any architectural elements that do not maintain a consistent flat smooth surface shall not be used within the PAR. S-21 (1806) DETERMINATION AND EXTENSION OF CONTRACT TIME REVISED 12/02/16 The Department will determine Contract Time in accordance with the provisions of MnDOT 1806 and the following: S-21.1 Contractor must complete all work required under this Contract, except maintenance work and Final Clean Up, on or before the completion date stated in the Agreement. S-21.2 Unless authorized in writing by the Engineer, the Contractor must not begin construction operations that impact, restrict, or interfere with traffic, before receiving NTP2. The Engineer will determine whether operations impact, restrict, or interfere with traffic in the Engineer's sole discretion. S-21.3 The Contractor must not perform work that will restrict or interfere with traffic between 12:00 noon on the day before and 9:00 A.M. on the day after any consecutive combination of a Saturday, Sunday, and legal holiday. The Contractor may request exceptions to this requirement. Exceptions must be approved in writing by the Engineer. S-21.4 The Department based Contract Time (Completion Date) on an anticipated five day work week, Monday through Friday. S-22 (1910) COST ESCALATION The provisions of MnDOT 1910 are hereby supplemented with the attached Fuel Escalation Clause. S-23 (2051) MAINTENANCE AND RESTORATION OF HAUL ROADS REVISED 11/20/15 The provisions of MnDOT 2051 are supplemented by the following: S-23.1 The Owner agrees to reimburse the Contractor at the predetermined unit prices set forth below for materials ordered by the Engineer. All materials ordered by the Engineer for the Maintenance and Restoration of haul roads will be measured as set forth in the applicable section of the Standard Specifications.