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Agenda - Public Works Committee - 06/20/2023
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Agenda - Public Works Committee - 06/20/2023
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Meetings
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Agenda
Meeting Type
Public Works Committee
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06/20/2023
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Public Works Committee <br />Meeting Date: 06/20/2023 <br />Submitted For: Joe Feriancek, Engineering/Public Works <br />By: Joe Feriancek, Engineering/Public Works <br />5.3. <br />Title: <br />Consider Recommending City Council Approving Plans and Specifications and Authorizing Advertisement for <br />Bids for Whispering Pines Estates Plat 3 Street Reconstructions, Improvement Project #23-10 <br />Purpose/Background: <br />Purpose: <br />The purpose of this case is to consider recommending City Council approving plans and specifications and <br />authorizing advertisement for bids for Whispering Pines Estates Plat 3 Street Reconstructions, Improvement <br />Project #23-10. <br />Background: <br />City Improvement Project #23-10 proposes to reconstruct the streets within the Whispering Pines Estates Plat 3 <br />subdivision, generally located west of Armstrong Boulevard between 157th Lane and 158th Lane. The streets are <br />24 feet wide rural section, totaling 1.72 miles in length. A street segment summary is attached to this case for <br />reference. <br />Project History <br />• 2023 — 2032 Capital Improvement Program — listed as street reconstruction for 2023 <br />• November 7, 2022 City Council accepted proposals for geotechnical report and topographic survey with <br />Resolution #22-251 <br />• November 15, 2022 Public Works Committee recommended City Council order plans and specifications <br />• December 13, 2022 City Council ordered plans and specifications with Resolution #22-289 <br />Pavement History <br />The streets within the subdivision were built in 1979. Pavement maintenance has included an initial round of <br />crack seal / seal coat improvements in 1985. An overlay was performed in 1994, followed by crack seal / seal <br />coat improvements in 2001. Maintenance crews have performed patching over the last several years. The last <br />PASER values taken in 2021 were 2 for most street segments. <br />Ground Penetrating Radar (GPR) was performed on the street segments. Bituminous pavement thickness averages <br />were between 3.4 and 3.7 inches, aggregate base thickness averages varied between 2.6 and 4.8 inches. The GPR <br />summary is included in the attached street segment summary. <br />Proposed Improvements <br />Staff review of the geotechnical report found a mix of poorly graded sand and poorly graded sand with silt. The <br />sandy materials are well suited for pavement support and are considered non -frost susceptible and are also free <br />draining materials. The project proposes to use the reclamation rehabilitation process. This process will include <br />reclamation of the existing street and aggregate base, removal of excess reclaim material, and placement of 2.5 <br />inches of new bituminous pavement, generally back to existing grade. The reclamation rehabilitation process <br />includes matching into the existing grades at the edge of pavement, and avoids driveway replacements, and <br />causes minimal disturbance to the boulevards. <br />Drainage Improvements <br />The project proposes to replace the existing street crossing culverts with new concrete culverts. Generally <br />matching the same grade and locations. <br />
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