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Our Mistionc To work together to reipoiibly grew our comma nityr, and to provide quality, cert-oliBcdwe, and efficient government services. <br />CC Regular Session 7. 1. <br />Meeting Date: 07/14/2015 <br />By: Bruce Westby, Engineering/Public <br />Works <br />Information <br />Title: <br />Adopt Resolution #15-07-175 Ordering Feasibility Report for 2016 Street Maintenance Program Division C, <br />Andrie Street and 164th Lane Reconstruction; Improvement Project #16-00 <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to adopt Resolution #15-07-175 ordering preparation of a Feasibility Report for the <br />Division C improvements of the 2016 Street Maintenance Program, Improvement Project # 16-00, which involves <br />reconstructing Andrie Street and 164th Lane between Alpine Drive and Jarvis Street. These streets measure <br />approximately 2 miles in length in total. Figure 1 (attached) shows the proposed project scope. <br />Background: <br />Both Andrie Street and 164th Lane are part of our Municipal State -Aid Street (MSAS) system so MnDOT State Aid <br />standards must be complied with during design. Both streets are classified as collectors, have traffic volumes less <br />than 2,000 ADT, and have 30 mph design speeds. Based on these criteria, State Aid standards call for a minimum <br />design width for on -road bicycle lanes of 5' to 6' (Staff proposes 6' for safety purposes), 8' parking lanes, and 11' <br />to 12' drive lanes (Staff proposes 11' drive lanes to help keep street widths to a minimum). <br />Existing Conditions — <br />Andrie Street and 164th Lane were originally constructed in 1985. Both streets are 31' wide from back of curb to <br />back of curb, and have pavement sections consisting of 2" of bituminous over 4" of class 5 aggregate base with <br />bituminous berm curbing. Both streets received cracksealing and sealcoating improvements in 1999. <br />The pavement sections on both streets are in poor condition and have Pavement and Surface Evaluation Rating <br />(PASER) ratings of 2. This places them just slightly better than the pavement conditions on Garnet Street, 168th <br />Avenue, and Jarvis Street, which all have PASER ratings of 1 but are being reconstructed in 2015. The pavement <br />surface is exhibiting numerous types of deformation, but of particular interest is the significant raveling that is <br />occurring along the gutter lines due to the frequent flow of water along the gutters. While some of this water is <br />directly attributable to stormwater runoff from rain and snowmelt events, much of it is also due to the numerous <br />irrigation systems being used along these streets. <br />No off or on -road pedestrian facilities exist. <br />Minimal storm sewer exists in the form of catch basins with concrete pipe leading to outlets to adjacent low areas. <br />No public water supply or sanitary sewer utilities exist in this area of the City. <br />