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Home My WebLink About01-18-22-WSAGENDA ITEMS Pavement Condition Index (PCI) Update And Maintenance Plan David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF MnDOT Highway Speed Signs Dave Perrault, City Administrator MEMO.PDF New Resident Guide Discussion Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF City Council Photos Dave Perrault, City Administrator MEMO.PDF Council Tracker Dave Perrault, City Administrator MEMO.PDF COUNCIL/STAFF COMMENTS ADJOURN Mayor: David Grant Councilmembers: Brenda Holden Fran Holmes Steve Scott David Radziej City Council Work Session Agenda January 18, 2022 5:00 p.m. City Hall Address: 1245 W Highway 96 Arden Hills MN 55112 Phone: 651 -792 -7800 Website : www.cityofardenhills.org City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. THIS MEETING CAN BE ACCESSED REMOTELY BY JOINING VIA ZOOM To join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser): https://us02web.zoom.us/j/82787261682 1. 1.A. Documents: 1.B. Documents: 1.C. Documents: 1.D. Documents: 1.E. Documents: 2. AGENDA ITEMSPavement Condition Index (PCI) Update And Maintenance PlanDavid Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFATTACHMENT D.PDFATTACHMENT E.PDFATTACHMENT F.PDFMnDOT Highway Speed SignsDave Perrault, City AdministratorMEMO.PDFNew Resident Guide Discussion Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF City Council Photos Dave Perrault, City Administrator MEMO.PDF Council Tracker Dave Perrault, City Administrator MEMO.PDF COUNCIL/STAFF COMMENTS ADJOURN Mayor:David GrantCouncilmembers:Brenda HoldenFran HolmesSteve ScottDavid Radziej City Council Work Session Agenda January 18, 2022 5:00 p.m. City Hall Address:1245 W Highway 96Arden Hills MN 55112Phone:651 -792 -7800Website:www.cityofardenhills.orgCity VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play.THIS MEETING CAN BE ACCESSED REMOTELY BY JOINING VIA ZOOMTo join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser):https://us02web.zoom.us/j/827872616821.1.A.Documents:1.B.Documents:1.C. Documents: 1.D. Documents: 1.E. Documents: 2. Page 1 of 3 AGENDA ITEM – 1A MEMORANDUM DATE: January 18, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: David Swearingen, P.E. Public Works Director / City Engineer SUBJECT: Pavement Condition Update & Maintenance Plan Budgeted Amount: Actual Amount: Funding Source: $ $ Council Should Consider Council should consider the presentation from the Public Works Director / City Engineer regarding the current pavement conditions, the proposed street maintenance plan and the proposed PMP projects through 2030. Background/Discussion In May of 2021, through a contract with the City, IMS conducted a citywide pavement condition automated survey of all City owned and operated streets. Through this process, each street is surveyed by a consistent method of laser testing and a condition rating is calculated ranging from 100 (excellent) to 0 (Poor). The cities overall network PCI in May of 2021 was calculated at 63, the typical PCI that indicates a healthy street network is 70. The full report can be reviewed in Attachment A and the corresponding map in Attachment B. Attachment C shows the PCI after the 2021 construction season. 2021 pavement construction and activities included the 2021 PMP street and utility project, PW In-House Paving and the 2021 Sealcoat Project. After the 2021 construction season, the overall network PCI raised to 65.6. Utilizing the information gathered from the automated survey and reviewing historical data, staff is proposing the next PMP projects along with “desktop” cost estimates which can be seen in Attachment D. The list of PMP projects include: Page 2 of 3 • 2022 Pavement Management Project – $2,200,000 o Snelling Avenue North, Cummings Lane, Arden Oaks Drive, Arden Oaks Court • 2024 Pavement Management Project – $1,900,000 o Colleen Ave, Norma Ave, Briar Knoll, Royal Hills, Arden Vista • 2026 Pavement Management Project – $1,500,000 o Karth Lake Neighborhood streets • 2028 Pavement Management Project – $1,500,000 o Tiller, Dunlap, Benton Way, Bussard, Lametti • 2030 Pavement Management Project – $1,600,000 o Red Fox Rd, Grey Fox Rd, Dunlop St. N, Northwoods Dr, Cummings Park Dr, Stowe Ave Attachment E shows the proposed 2022 Street Maintenance Plan which includes preservation activities such as seal coat, fog seal, crack seal and large area patching. Most of this work is covered through the JPA with Coon Rapids but the large area patching will be done by our Public Works Maintenance Workers. This approach is different than from previous years where Public Works focused their efforts on full width paving of street segments and will instead perform significant large area patching (i.e. this will be in-lieu of a in-house paving project). The benefit to large area patching is it localizes the repair where it is needed and extends the useful life of the existing road that does not require rehabilitation. Using this approach enables repairs to be applied to dozens of streets instead of just a select few, which results in the PCI raising at a higher rate. Page 3 of 3 Through this plan, it is projected that the City’s streets could reach an overall network PCI of 70 at the end of the 2026 construction season. Budget Impact The proposed PMP projects will be programmed into the City’s Capital Improvement Plan (CIP), the Public Works Director / City Engineer will work closely with the Finance Director. All elements of the proposed 2022 Street Maintenance plan will be covered by the street maintenance operating budget of $220,000. Attachments Attachment A – IMS automated survey – full report Attachment B – 2021 PCI map (May) Attachment C – 2022 PCI map (January) Attachment D – Proposed PMP projects map Attachment E – Proposed 2022 Street Maintenance map Attachment F – PowerPoint presentation City of Arden Hills, MN Pavement Management Report September 2021 IMS Infrastructure Management Services Arden Hills Report Page i TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY 1 Project summary 1 Summary of Analysis 1 2.0 PRINCIPLES OF PAVEMENT MANAGEMENT 2 3.0 THE PAVEMENT MANAGEMENT PROCESS 4 3.1 IMS Pavement Management Process Overview 4 3.2 Pavement Condition Survey 5 4.0 ARDEN HILLS INVENTORY AND PAVEMENT CONDITION SURVEY RESULTS 10 4.1 ARDEN HILLS NETWORK Inventory 10 4.2 ARDEN HILLS NETWORK Condition Imagery 13 4.3 ARDEN HILLS NETWORK Condition Distribution 19 APPENDED REPORTS Following Page 19 Appendix A Street Inventory and Condition Summary Appendix B Full-Sized Maps APPENDED MAPS Functional Classification by Segment Pavement Condition Index by Segment Pavement Condition Rating by Segment Using Descriptive Terms IMS Infrastructure Management Services Arden Hills Report P a g e | 1 1.0 EXECUTIVE SUMMARY PROJECT SUMMARY IMS Infrastructure Management Services, LLC (IMS) was contracted by City of Arden Hills to conduct a comprehensive pavement condition assessment and pavement management analysis on approximately 30 miles of Arden Hills roadway network. IMS mobilized their Laser Road Surface Tester (RST) in May 2021 to conduct an objective pavement condition survey following ASTM D6433-11. SUMMARY OF ANALYSIS At the time of IMS inspection, t he Arden Hills network had an average Pavement Condition Index (PCI) of 63 with most of the network landing in the 70-85PCI range and a backlog of 13%. Figure 1 presents a network overview of Arden Hills ’s pavement conditions. Figure 1 - Arden Hills Condition Distribution Poor (25 to 40) 13% Marginal (40 to 50) 12% Fair (50 to 60) 21% Good (60 to 70) 12% Very Good (70 to 85) 26% Excellent (85 to 100) 16% City of Arden Hills, MN Network Overview of Pavement Condition (PCI Range, %) Overall Network PCI = 63 Overall Backlog = 13% Est. Total Network Mileage = 30.3 Miles IMS Infrastructure Management Services Arden Hills Report P a g e | 2 2.0 PRINCIPLES OF PAVEMENT MANAGEMENT The role of the street network as a factor in the citizens’ well-being cannot be overstated. In the simplest of terms, roadways form the economic backbone of a community. They provide the means for goods to be exchanged, commerce to flourish, and commercial enterprises to generate revenue. As such, they are an investment to be maintained. Preservation of existing roads and street systems has become a major activity for all levels of government. Municipalities must consistently optimize and plan for the spending of their budgets ensuring that funds designated to pavement maintenance and rehabilitation (M&R) are used as effectively as possible. Municipalities must also identify the optimum level of long-term funding required to sustain the network at a predetermined level of service considering the local conditions and constraints. The best method to obtain the most optimal usage of available funds or to determine the required funding to achieve a predetermined level of service is through the use of a pavement management system. An effective pavement management system can assist agencies in developing long-term rehabilitation programs and budgets, assess the effectiveness of maintenance activities and new technologies, and store historical data and images. Pavement management is the process of planning, budgeting, designing, evaluating, and rehabilitating a pavement network to preserve the existing roadway structure in a serviceable manner. Figure 2 - Pavement Deterioration and Life Cycle Costs Pavement ConditionPavement Age 15% drop in quality in 40% of life 40% drop in quality in 15% of life Inexpensive surface treatment Costly pavement rehabilitation IMS Infrastructure Management Services Arden Hills Report P a g e | 3 As illustrated in Figure 2, typically, pavements start deteriorating rapidly once they hit a specific threshold. A nominal investment in cheaper surface treatments at 40% lifespan is much more effective than deferring maintenance until heavier overlays or possibly reconstruction is required just a few years later. Streets that are repaired while in good condition will have an extended lifetime and will cost less over their lifetime than those left to deteriorate to a poor condition. Without an adequate routine pavement maintenance program, streets will require more frequent reconstruction, thereby costing millions of extra dollars. The goal of the pavement management program is to develop policies and practices to delay the inevitable total reconstruction for as long as practical through application of routine M&R strategies while pavements are within the target zone of cost-effective pavement preservation. That is, as each roadway approaches the steepest part of its deterioration curve, apply a surface treatment that extends the pavement life, at a minimum cost, avoiding costly heavy overlays and reconstruction down the line. The key to a successful pavement management program is to develop a reasonably accurate deterioration curve of the pavements, and then identify the optimal timing and rehabilitation strategy. The outcome of this exercise is the long- term cost savings and increase in network level pavement quality over time. Figure 3 illustrates the concept of extending pavement life through the application of timely M&R activities. A successful pavement management program requires periodic updates in pavement conditions, deterioration models, and cost models, and evaluation of the effectiveness of M&R activities. Figure 3 - Pavement Life Cycle Curve Extended LifeTarget Zone for Pavement Preservation Pavement ConditionPavement Age (Years) Target Zone for Pavement Overlays Target Zone for Pavement Rehabilitation & Reconstruction 10 20 30 90 65 45 IMS Infrastructure Management Services Arden Hills Report P a g e | 4 3.0 THE PAVEMENT MANAGEMENT PROCESS 3.1 IMS PAVEMENT MANAGEMENT PROCESS OVERVIEW As shown in Figure 4 below, the IMS Laser Road Surface Tester was mobilized to Arden Hills to conduct an objective survey and to collect pavement imagery, roadway geometry, longitudinal and transverse profile, and surface distress data. The collected pavement imagery, and surface distress data were analyzed following the ASTM D6433 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys for assessment of Pavement Condition Index (PCI). These measurements of pavement quality formed an overall 0 to 100 PCI score, with 100 representing the best and 0 representing the worst pavement conditions. The pavement longitudinal profile data was also analyzed based on ASTM E1926 to assess its roughness through determination of the International Roughness Index (IRI). To ensure the success of the implemented pavement management program, a pavement assessment and analysis should be completed every few years to update the budget models and rehabilitation plans. Figure 4 - Laser Road Surface Tester (RST) IMS Infrastructure Management Services Arden Hills Report P a g e | 5 3.2 PAVEMENT CONDITION SURVEY A specialized piece of survey equipment – referred to as the Laser Road Surface Tester (RST) – was used to collect observations on the condition of the pavement surface, as well as to collect high -definition digital imagery and spatial coordinate information. The RST is equipped with the second edition of 3D Laser Crack Measurement System (LCMS-2) and provides a continuous scan of a 13-ft wide lane as shown in Figure 5. All collectors were driven in two directions and local roads were driven in one direction to provide a representative sample of pavement conditions. Figure 5 - RST Equipped with the 3D LCMS-2 Camera The data captured by the RST was analyzed to identify and classify pavement defects and determine pavement condition indices following ASTM D6433 protocols. These following provides a description of major distress types identified in the network. IMS Infrastructure Management Services Arden Hills Report P a g e | 6 Alligator Cracking – Quantified by the severity of the failure and number of square feet. As a load associated distress, this distress has a significant impact on the condition score, even at low extents. Wheel Path Rutting – Starting at a minimum depth of ¼ inch, wheel path ruts are quantified by their depth and the number of square feet encountered. Like alligator cracking, low densities of rutting can have a large impact on the final condition score. Longitudinal & Transverse Cracks – Quantified by their length and width. These cracks can be the result of pavement shrinkage, or construction issues. Block Cracking – Quantified by their width and number of square feet, these cracks form by interconnected longitudinal and transverse cracks that divide the pavement into approximately rectangular pieces. IMS Infrastructure Management Services Arden Hills Report P a g e | 7 Patching – Quantified by the extent and quality of patches. Even a good quality patch is considered a surface defect and affects the conditions. Raveling – Loss of course aggregate materials on the pavement surface and is measured by the severity and number of square feet affected. Bleeding – the presence of free asphalt on the roadway surface caused by too much asphalt in the pavement or insufficient voids in the matrix. The result is a pavement surface with low skid resistance. This distress is measured by the amount and severity of the area. Edge Cracking – Running parallel to the road and usually within 1 to 2 feet of the outer edge of the pavement, this distress is accelerated by traffic loading and weakened base conditions resulting from poor drainage. IMS Infrastructure Management Services Arden Hills Report P a g e | 8 Pothole – Small bowl-shaped depressions in the pavement surface and measured by the severity and the number of occurrences. Distortion – Includes various localized unevenness in the surface of the pavement including bumps and sags, depressions, swell, corrugation or shoving. Load Associated and Non-Load Associated Distress Deducts – Surface distresses may be categorized into two classifications – load associated distresses (LAD) and non-load associated distresses (NLAD). Load associated distresses are those that are directly related to traffic loading and structural capacity including Alligator Cracking, Rutting, Patching, Distortion, Edge Cracking, and Potholes. Non -load associated distresses are those that result from materials or environmental issues and include longitudinal and transverse cracking, bleeding, and raveling. Generally, load associated distresses affect the overall condition score more than non-load associated distresses. Pavement Condition Index (PCI) – Following our field surveys, the cond ition data is imported to an IMS pavement management spreadsheet for calculation of PCI following the ASTM D6433 standard. ASTM D6433 also has algorithms within it to correct for multiple or overlapping distresses within a segment. The 0 to 100 PCI range is commonly divided into various ranges using descriptive terms. Divisions between the terms are not fixed but are meant to reflect common perceptions of pavement conditions. Figure 6 and Table 1 detail a general description for each of these condition ranges with respect to remaining life and typical rehabilitation actions. International Roughness Index (IRI) - The captured longitudinal profile of the road was analyzed following ASTM E1926 to determine the International Roughness Index (IRI). IRI values measure the roughness (vertical displacement over a fixed interval reported in inches per mile) of a roadway pavement. • IRI values less than 200 inches/mile indicate “smooth” pavement. • IRI values between 200 and 400 inches/mile indicate a “marginally rough” pavement. • IRI values greater than 400 inches/mile indicate “rough” pavement. IMS Infrastructure Management Services Arden Hills Report P a g e | 9 Figure 6 - Understanding the Pavement Condition Index (PCI) Score Table 1 - Pavement Condition Ranges PCI Range Description Relative Remaining Life Definition 85 – 100 Good 15 to 25 Years Like new condition – little to no maintenance required when new; routine maintenance such as crack and joint sealing. 70 – 85 Satisfactory 12 to 20 Years Routine maintenance such as patching and crack sealing with surface treatments such as seal coats or slurries. 55 – 70 Fair 10 to 15 Years Heavier surface treatments, chip seals and thin overlays. Localized panel replacements for concrete. 40 – 55 Poor 7 to 12 Years Heavy surface-based inlays or overlays with localized repairs. Moderate to extensive panel replacements. 25 – 40 Very Poor 5 to 10 Years Sections will require very thick overlays, surface replacement, base reconstruction, and possible subgrade stabilization. 10 – 25 Serious 0 to 5 Years High percentage of full reconstruction. 0 – 10 Failed Failed Full reconstruction. Pavement Condition100 85 70 55 40 25 10 Good –Routine and preventative maintenance, some crack and join sealing Satisfactory –Surface Treatments, (Slurry, Micro Surface, Chip Seals) Fair –Surface Treatments with localized repairs and thin overlays Poor –Thin to Moderate overlays with some remove and replace Very Poor –Progressively thicker overlays with more patching and remove and replace Serious –High percentage of full reconstruction/ thick overlays. Failed –Full Reconstruction IMS Infrastructure Management Services Arden Hills Report P a g e | 10 4.0 ARDEN HILLS INVENTORY AND PAVEMENT CONDITION SURVEY RESULTS 4.1 ARDEN HILLS NETWORK INVENTORY The GIS file was reviewed to ensure that only the roadways managed by the City are included in the database. The paved roadway network covers approximately 30 miles of Asphalt and Concrete Pavement. As part of the scope of this assignment, the functional classification designations currently used by the City were adopted for their use in the pavement analysis. The City currently consists of only one class, Locals. Although there is no uniform standard for classifying pavement into functional classes, The Federal Highway Administration (FHWA), American Public Works Association (APWA) and Institute of Transportation Engineers (ITE) offer some broad guidelines on how to assign classifications that were considered in this study. 1. Local (E) – These are the majority of the street segments typically consisting of all residential roads. Table 2 presents Arden Hills ’s network breakdown between different functional classes and surface ty pe and Figure 7 provides a color-coded map of the functional classes used for the analysis. An electronic version of this map is appended to this report. Appendix A provides detailed inventory and condition data the Arden Hills netowork. IMS Infrastructure Management Services Arden Hills Report P a g e | 11 Table 2 - Network Inventory Summary by Functional Class and Surface Type City of Arden Hills, MN Network Summary by Functional Class Pavetype Network Local Segment (Block) Count All Streets 169 169 Asphalt 165 165 Concrete 4 4 Length (ft)All Streets 159,807 159,807 Asphalt 158,882 158,882 Concrete 925 925 Length (mi)All Streets 30.3 30.3 Asphalt 30.1 30.1 Concrete 0.2 0.2 Average Width (ft)All Streets 31 31 Asphalt 31 31 Concrete 19 19 Area (ft2)All Streets 4,916,920 4,916,920 Asphalt 4,899,231 4,899,231 Concrete 17,690 17,690 Pavement Condition Index (PCI)All Streets 63 63 Asphalt 63 63 Concrete 79 79 Backlog (%)All Streets 13 Network Index (NI)All Streets 55 Surface Distress Index (SDI)All Streets 64 64 Asphalt 64 64 Concrete 85 85 Roughness Index (RI)All Streets 62 62 Asphalt 62 62 Concrete 68 68 IMS Infrastructure Management Services Arden Hills Report P a g e | 12 Figure 7 - Arden Hills Pavement Segments IMS Infrastructure Management Services Arden Hills Report P a g e | 13 4.2 ARDEN HILLS NETWORK CONDITION IMAGERY The images presented below provide a sampling of the Arden Hills streets that fall into the various condition categories with a discussion of potential rehabilitation strategies. Poor (PCI = 25 to 40) – Last Opportunity for Surface Base Rehabilitation Norma Avenue from Dawn Circle to Briarknoll Circle (GISID 1165, PCI = 25) – Rated as Poor, this segment still has some remaining life before it becomes a critical reconstruction need. As evident in the imagery, a fair amount of the segment has been patched, but the patched areas are surrounded with alligator cracking. These areas should be dug out and structurally patched to attain the maximum life from any potential rehabilitation efforts. This street is right on the edge of becoming a complete reconstruction project. If left untreated, within a short period of time, a full reconstruction would be required. On arterial roadways, Poor streets often require partial to full reconstruction – that is removal of the pavement surface and base down to the subgrade and rebuilding from there. On local roadways, they require removal of the pavement surface through grinding or excavation, base repairs, restoration of the curb line and drainage, and then placement of a new surface. In general, the service life of Poor streets is such that if deferred for too long, it would require a more costly reconstruction. Streets rated as Poor are typically selected first for rehabilitation as they provide the greatest cost/benefit to the City – that is the greatest increase in life per rehabilitation dollar spent. IMS Infrastructure Management Services Arden Hills Report P a g e | 14 Marginal (PCI = 40 to 50) – Progressively Thicker Overlays Chatham Court from Chatham Avenue to North END (GISID 1303, PCI = 47) – Marginal streets have distresses that tend to be localized and moderate in nature – that is they do not extend the full length of the segment and can be readily dug out and repaired. This street segment highlights this characteristic as the failed area does not quite extend the full length or width of the roadway and is still serviceable. Rutting and patching, as well as longitudinal and transverse cracking are the primary cause of deterioration on this segment. Marginal streets that display high amounts of load associated distresses are selected as a priority for rehabilitation as they provide the greatest cost/benefit to the City. If left untreated, Marginal streets with high amounts of LADD would deteriorate to become partial reconstruction candidates. Marginal streets that are failing due to materials issues or non-load associated failures may become suitable candidates for thick overlays if deferred, without a significant cost increase. IMS Infrastructure Management Services Arden Hills Report P a g e | 15 Fair (PCI = 50 to 60) – Thin to Moderate Overlays Arden View Drive from Royal Hills Drive to Arden Court (GISID 1463, PCI = 58) – Rated in the Fair category, these streets require thin to moderate overlays for asphalt when they enter their need year (generally within 2-3 points of the lower PCI in the defined range). Several distresses are present, but tend to be more localized and moderate in severity, and non -load related (primarily longitudinal and transverse and slight rutting). Asphalt streets rated as Fair tend to receive a lower priority when developing a rehabilitation program. This is because deferring a thin or moderate overlay until a thick overlay represents only a slight increase in rehabilitation costs. The cost of deferral is relatively low when compared to deferring a thick overl ay to a reconstruction with a two to threefold increase in cost. IMS Infrastructure Management Services Arden Hills Report P a g e | 16 Good (PCI = 60 to 70) – Surface Treatments to Thin Overlays Nursery Hill Lane from Hamline Avenue to Hamline Avenue North (GISID 1112, PCI = 69) – Rated as Good with the primary cause of deterioration the transverse and longitudinal cracking, as well as patching. It also displays small amounts of load associated distresses that can easily be removed to restore the visual appearance of the roadway. The existing cracks should be sealed and the pavement surface restored, with a heavier surface treatment such as microsurfacing to fully waterproof the pavement and cover the crack sealant. The occasional dig out and replacement may be required to correct localized deficiencies. Alternatively, depending on the extent of the distressed areas, base strength and drainage, a thin overlay may be applied. Asphalt streets rated as Good are ideal candidates for thinner surface-based rehabilitations and local repairs. Depending on the amount of localized failures, a thin edge mill and overlay, or possibly a surface treatment, would be a suitable rehabilitation strategy for streets rated as Good. Streets that fall in the high 60 - low 70 PCI range provide the greatest opportunity for extending pavement life at the lowest possible cost, thus applying the principles of the perpetual life cycle approach to pavement maintenance. The adjacent photo is a great example of a street segment (not a Arden Hills Road) that displayed low LADD and thus, high structural characteristics, and once the distressed areas were replaced, a slurry seal was applied. The patching accounted for less than 5 to 10% of the total area and resulted in a good looking, watertight final surface at a much lower cost than an overlay with less disruption to the neighborhood and curb line. The patches were paver laid and roller compacted. IMS Infrastructure Management Services Arden Hills Report P a g e | 17 Very Good (PCI = 70 to 85) – Surface Treatments and Localized Rehabilitation Ridgewood Road from City Limit to Glenhill Road (GISID 1466, PCI = 82) – Rated as Very Good, this road displays minor amounts of transverse cracking. The surface is non-weathered, and the base is still strong. This street is an example of a candidate for preventative maintenance and light weight surface treatments to extend the life of a roadway. Asphalt streets rated as Very Good generally need lightweight surface -based treatments such as surface seals, slurries, chip seals or microsurfacing. Routine maintenance such as crack sealing and localized repairs often precede surface treatments. The conc ept is to keep the cracks as waterproof as possible through crack sealing and the application of a surface treatment. By keeping water out of the base layers, the pavement life is extended without the need for thicker rehabilitations such as overlays or re construction. Surface treatments can increase surface friction and visual appearance of the pavement surface but do not add structure or increase smoothness. Surface treatments may include: • Double or single application of slurry seals (slurries are a sand and asphalt cement mix). • Microsurfacing – asphalt cement and up to 3/8 sand aggregate. • Chip seals and cape seals (Chip seal followed by a slurry). Additional cost benefits of early intervention include: • Less use of non-renewable resources through thinner rehabilitation strategies. • Less intrusive rehabilitation and easier to maintain access during construction. • Easier to maintain existing drainage patterns. IMS Infrastructure Management Services Arden Hills Report P a g e | 18 Excellent (PCI = 85 to 100) Dawn Circle from East END to Norma Avenue (GISID 1164, PCI = 97) – Rated as Excellent, displaying little to no surface distresses. The ride is smooth and the surface is non-weathered and the base is strong. In a couple of years, this street segment would be an ideal candidate for routine maintenance activit ies such as crack sealant rehabilitation. In terms of pavement management efficiency, a program based on worst-first, that is starting at the lowest rated street and working up towards the highest, does not achieve optimal expenditure of money. Generally, under this scenario, agencies can not sufficiently fund pavement rehabilitation and lose ground despite injecting large amounts of capital into the network. The preferred basis of rehabilitation candidate selection is to examine the cost of deferral of a street, against increased life expectancy. c IMS Infrastructure Management Services Arden Hills Report P a g e | 19 4.3 ARDEN HILLS NETWORK CONDITION DISTRIBUTION Figure 8 shows the distribution of pavement condition for the roadway network in Arden Hills. The average PCI for the network is 63. While direct comparisons to other agencies are difficult due to variances in local factors, Arden Hills is within the average when compared to other agencies recently surveyed by IMS, which typically fall in the 60 to 65 range. Figure 8 – Roadway Network Present Status 0 5 10 15 20 25 30 35 0 to 10 10 to 20 20 to 30 30 to 40 40 to 50 50 to 60 60 to 70 70 to 80 80 to 90 90 to 100Percentage of Network by AreaPavement Condition Index (PCI) City of Arden Hills, MN Current Network Average Condition = 63, Backlog = 13% Pavement Condition Index (PCI) Distribution by Area IMS Infrastructure Management Services Arden Hills Report P a g e | 20 The following graph (Figure 9) plots the same pavement condition information, but instead of using the actual PCI value, descriptive terms are used to classify the roadways. • Sixteen percent (16%) of the network can be considered in Excellent condition and require only routine maintenance. • Twenty-six percent (26%) of the network falls into the Very Good classification. These are roads that benefit most from preventative maintenance techniques such as microsurfacing, slurry seals and localized panel repairs. • Twelve percent (12%) of the streets are rated as Good and are candidates for lighter surface-based rehabilitations such as thin overlays or slight panel replacements. • Thirty-four percent (34%) of network can be considered Fair to Marginal condition representing candidates for progressively thicker overlay-based rehabilitation or panel replacements. If left untreated, they will decline rapidly into reconstruction candidates. • The remaining thirteen percent (13%) of the network is rated as Poor or Very Poor, meaning these roadways have failed or are past their optimal due point for overlay or surface-based rehabilitation and may require progressively heavier or thicker forms of rehabilitation (such as extensive panel replacement, surface reconstruction or deep patch and paving) or total reconstruction. Figure 9 – Roadway Network Present Status Using Descriptive Terms 0 5 10 15 20 25 30 35 40 Very Poor (0 to 25)Poor (25 to 40)Marginal (40 to 50)Fair (50 to 60)Good (60 to 70)Very Good (70 to 85)Excellent (85 to 100)Percentage of Network by AreaPavement Condition Using Descriptive Terms City of Arden Hills, MN Current Network Average Condition = 63, Backlog = 13% Pavement Condition Using Descriptive Terms IMS Infrastructure Management Services Arden Hills Report P a g e | 21 Figure 10 and Figure 11 present the surveyed condition of the streets using PCI and Good-Fair-Poor descriptive terms, respectively. Electronic versions of these maps are appended to this report. Figure 10 – Arden Hills by Segment Using Pavement Condition Index (PCI) IMS Infrastructure Management Services Arden Hills Report P a g e | 22 Figure 11 – Arden Hills Pavement Condition by Segment Using Descriptive Terms Appendix A Street Inventory and Condition Summary City of Arden Hills, MN Inventory and Condition Summary Pavement Information & Classification Pavement Condition Summary GISIDStreet NumberBlock NumberStreet PrefixOn Street From Street To Street Pavement Width (ft)Pavement Length (ft)Pavement Area (ft2)Surface Distress Index (SDI)Roughness Index (RI)Structural Index (SI)Pavement Condition Index (PCI)Structural RatingCondition RatingLoad Associated DeductsNon-Load Associated Deducts1121 1000 10 AMBLE CIR AMBLE DR NE END 48 252 12,098 33 46 0 37 Moderate Poor 48 20 1114 1010 10 AMBLE DR KARTH LAKE DR LEXINGTON AVE 31 1,980 61,380 40 43 0 41 Moderate Marginal 42 18 1126 1020 10 AMBLE RD HAMLINE AVE N EAST END 22 1,300 28,600 72 57 0 67 Moderate Good 20 8 1310 1030 10 ARDEN OAKS CT WEST END ARDEN OAKS DR 43 330 14,261 17 47 0 27 Moderate Poor 63 20 1305 1040 10 ARDEN OAKS DR SNELLING AVE N COUNTY ROAD E 30 2,416 72,480 28 43 0 33 Moderate Poor 53 20 1347 1050 10 ARDEN PL SIEMS CT SNELLING AVE N 20 1,466 29,320 70 47 0 62 Moderate Good 14 16 1340 1060 10 ARDEN PL SNELLING AVE N GLENARDEN RD 25 1,273 31,825 89 71 0 83 Moderate Very Good 4 7 1129 1070 10 ARDEN VIEW CT ARDEN VIEW DR SOUTH END 28 920 25,760 68 58 0 65 Moderate Good 18 15 1457 1080 10 ARDEN VIEW DR ROYAL HILLS DR DS@768E ROYAL HILLS DR 30 768 23,040 63 53 0 60 Moderate Fair 25 12 1463 1080 20 ARDEN VIEW DR DS@768E ROYAL HILLS DR ARDEN VIEW CT 28 2,128 59,584 58 58 0 58 Moderate Fair 26 15 1464 1080 30 ARDEN VIEW DR ARDEN VIEW CT HAMLINE AVE N 24 231 5,544 71 48 0 63 Moderate Good 16 13 1122 1090 10 ARDEN VISTA CT ROYAL HILLS DR SE END 35 882 31,042 40 52 0 44 Moderate Marginal 45 15 1465 1100 10 ASBURY AVE N CITY LIMIT GLENHILL RD 26 302 7,852 92 76 0 86 Moderate Excellent 0 8 1429 1100 20 ASBURY AVE N GLENHILL RD EDGEWATER AVE 26 652 16,952 88 70 0 82 Moderate Very Good 0 12 1396 1110 10 BECKMAN AVE NEW BRIGHTON RD LAKE JOHANNA BLVD 30 935 28,050 90 71 0 84 Moderate Very Good 6 4 1367 1120 10 BENTON WAY HARRIET AVE HARRIET AVE 30 2,378 71,340 30 56 0 39 Moderate Poor 48 22 1144 1130 10 BRIARKNOLL CIR SNELLING AVE N NORMA AVE 30 1,471 44,130 42 51 0 45 Moderate Marginal 38 20 1143 1140 10 BRIARKNOLL CIR BRIARKNOLL CIR EAST END 42 267 11,215 40 37 0 39 Strong Poor 36 24 1281 1150 10 BRIGHTON WAY NEW BRIGHTON RD NEW BRIGHTON RD 30 720 21,600 65 50 0 60 Moderate Fair 25 11 1296 1160 10 BRIGHTON WAY EAST END BRIGHTON WAY 46 276 12,680 68 56 0 64 Moderate Good 18 14 1280 1170 10 BRIGHTON WAY NE END BRIGHTON WAY 49 252 12,313 69 58 0 65 Moderate Good 18 12 1167 1180 10 BRUEBERRY LN OLD HIGHWAY 10 PARKSHORE DR 32 640 20,480 98 89 0 95 Moderate Excellent 1 1 1387 1190 10 BUSSARD CT SNELLING AVE N WEST END 36 771 27,543 29 35 0 31 Moderate Poor 52 19 1383 1200 10 CANNON AVE TILLER LN DS@381N TILLER LN 25 381 9,525 67 63 0 66 Moderate Good 18 14 1374 1200 20 CANNON AVE DS@381N TILLER LN DUNLAP ST N 25 481 12,025 69 64 0 67 Moderate Good 19 12 1386 1210 10 CARLTON DR TILLER LN TILLER LN 25 1,516 37,900 72 65 0 69 Moderate Good 18 10 1294 1220 10 CHATHAM AVE COUNTY ROAD E CHATHAM CT 30 2,320 69,600 66 56 0 62 Moderate Good 19 15 1301 1220 20 CHATHAM AVE CHATHAM CT CHATHAM CIR 30 1,077 32,310 53 54 0 53 Moderate Fair 38 9 1299 1220 30 CHATHAM AVE CHATHAM CIR MCCRACKEN LN 30 553 16,590 49 54 0 51 Moderate Fair 38 13 1289 1220 40 CHATHAM AVE MCCRACKEN LN NW END 36 890 32,382 45 50 0 47 Moderate Marginal 35 19 1302 1230 10 CHATHAM CIR SE END CHATHAM AVE 55 180 9,890 75 55 0 69 Moderate Good 11 14 1303 1240 10 CHATHAM CT CHATHAM AVE NORTH END 45 295 13,387 45 51 0 47 Moderate Marginal 37 18 1135 1250 10 COLLEEN AVE HAMLINE AVE N MCCLUNG DR 30 2,439 73,170 33 56 0 41 Moderate Marginal 46 21 1149 1260 10 COLLEEN CIR COLLEEN AVE SOUTH END 44 292 12,755 45 54 0 48 Moderate Marginal 36 19 1134 1270 10 COLLEEN CT COLLEEN AVE EAST END 39 474 18,647 80 61 0 74 Moderate Very Good 11 9 1311 1280 10 CONNELLY AVE COUNTY ROAD E COUNTY ROAD E 34 945 32,130 71 50 0 64 Moderate Good 17 12 1227 1290 10 CRYSTAL AVE FAIRVIEW AVE N LAKE VALENTINE RD 25 1,082 27,050 87 68 0 81 Moderate Very Good 8 5 1389 1300 10 CUMMINGS LN SNELLING AVE N SE END 28 567 15,876 40 34 0 38 Moderate Poor 38 22 1164 1310 10 DAWN CIR EAST END NORMA AVE 41 313 12,768 100 90 0 97 Moderate Excellent 0 0 1166 1310 20 DAWN CIR NORMA AVE WEST END 43 287 12,351 100 90 0 97 Moderate Excellent 0 0 1239 1320 10 DELLVIEW AVE GRAMSIE RD CRYSTAL AVE 27 476 12,852 92 76 0 87 Moderate Excellent 5 4 1382 1330 10 DELLWOOD AVE NORTH END TILLER LN 29 219 6,351 29 39 0 32 Moderate Poor 52 20 IMSs Infrastructure Management Services ArdenHillsMN2021_byGISID_ClientReview_Rev1_SW, ACP page 1 of 4 City of Arden Hills, MN Inventory and Condition Summary Pavement Information & Classification Pavement Condition Summary GISIDStreet NumberBlock NumberStreet PrefixOn Street From Street To Street Pavement Width (ft)Pavement Length (ft)Pavement Area (ft2)Surface Distress Index (SDI)Roughness Index (RI)Structural Index (SI)Pavement Condition Index (PCI)Structural RatingCondition RatingLoad Associated DeductsNon-Load Associated Deducts1125 1340 10 DELLWOOD ST AMBLE RD NURSERY HILL CT 31 469 14,539 72 52 0 65 Moderate Good 17 11 1372 1350 10 DUNLAP ST N INGERSON RD NORTH END 28 1,186 33,208 42 46 0 44 Moderate Marginal 40 17 1298 1360 10 DUNLAP ST N GREY FOX RD RED FOX RD 28 1,336 37,408 49 66 0 54 Moderate Fair 27 25 1455 1370 10 EDGEWATER AVE WEST END DS@640E WEST END 38 640 24,344 34 57 0 42 Strong Marginal 19 47 1413 1370 20 EDGEWATER AVE DS@640E WEST END NEW BRIGHTON RD 30 1,176 35,280 21 57 0 33 Moderate Poor 43 36 1417 1380 10 EDGEWATER AVE ASBURY AVE N RIDGEWOOD RD 22 878 19,316 84 65 0 78 Moderate Very Good 5 11 1408 1390 10 EDGEWATER AVE LEXINGTON AVE N LAKE LN N 21 620 13,020 64 40 0 56 Moderate Fair 28 8 1172 1400 10 EIDE CIR HAMLINE AVE N SW END 42 380 15,983 99 90 0 96 Moderate Excellent 0 1 1362 1410 10 FAIRVIEW AVE N NOBLE RD GRANT RD 26 367 9,542 90 70 0 83 Moderate Very Good 4 6 1248 1420 10 FAIRVIEW AVE N VENUS AVE GRAMSIE RD 26 566 14,716 91 72 0 84 Moderate Very Good 6 3 1228 1430 10 FAIRVIEW AVE N GRAMSIE RD LAKE VALENTINE RD 30 1,333 39,990 41 43 0 41 Moderate Marginal 47 12 1400 1440 10 FERNWOOD ST SOUTH END INGERSON RD 30 269 8,202 48 56 0 51 Moderate Fair 43 9 1395 1440 20 FERNWOOD ST INGERSON RD CARLTON DR 26 345 8,970 75 55 0 68 Moderate Good 15 10 1154 1450 10 FERNWOOD ST DS@1250N BOSTON SCIENTIFIC DR LEXINGTON AVE 51 1,317 67,167 51 46 0 49 Moderate Marginal 35 14 1187 1460 10 FLORAL DR W HAMLINE AVE N WEST END 33 1,376 45,408 100 90 0 97 Moderate Excellent 0 0 1355 1470 10 FOREST LN SNELLING AVE N GLENARDEN RD 26 1,114 28,964 80 63 0 75 Moderate Very Good 14 6 1195 1480 10 GALE CIR FLORAL DR W SOUTH END 38 416 15,776 100 90 0 97 Moderate Excellent 0 0 1163 1490 10 GATEWAY BLVD ROUND LAKE RD W SE END 29 1,537 44,573 88 72 0 83 Moderate Very Good 7 5 1139 1500 10 GATEWAY CT EAST END ROUND LAKE RD W 38 441 16,791 85 66 0 79 Moderate Very Good 7 8 1428 1510 10 GLEN PAUL AVE CLEVELAND AVE N PRIOR AVE N 29 1,340 38,860 28 41 0 32 Moderate Poor 55 17 1423 1510 20 GLEN PAUL AVE PRIOR AVE N NEW BRIGHTON RD 29 1,059 30,711 52 48 0 51 Moderate Fair 31 16 1365 1520 10 GLENARDEN CT GLENARDEN RD SKILES LN 25 760 19,000 87 76 0 84 Moderate Very Good 4 8 1460 1530 10 GLENARDEN RD SNELLING AVE N NORTH END 25 2,586 64,650 91 73 0 85 Moderate Excellent 0 9 1430 1540 10 GLENHILL RD SNELLING AVE N ASBURY AVE N 26 1,012 26,312 92 76 0 86 Moderate Excellent 1 7 1450 1550 10 GLENHILL RD HAMLINE AVE N CITY LIMIT 28 687 19,236 59 45 0 55 Moderate Fair 30 11 1241 1560 10 GLENVIEW AVE FAIRVIEW AVE N CRYSTAL AVE 26 1,882 48,932 91 74 0 86 Moderate Excellent 1 8 1252 1570 10 GLENVIEW CT GLENVIEW AVE SOUTH END 35 656 23,008 91 71 0 84 Moderate Very Good 3 6 1238 1580 10 GRAMSIE RD ROLLING HILLS RD DELLVIEW AVE 26 1,435 37,310 91 74 0 85 Moderate Excellent 3 5 1240 1580 20 GRAMSIE RD DELLVIEW AVE VENUS AVE 30 705 21,150 93 79 0 88 Moderate Excellent 3 4 1360 1590 10 GRANT RD NEW BRIGHTON RD FAIRVIEW AVE N 26 1,206 31,356 90 72 0 84 Moderate Very Good 5 5 1462 1600 10 GREY FOX RD SNELLING AVE N LEXINGTON AVE 34 2,726 92,684 47 63 0 52 Moderate Fair 38 16 1424 1610 10 HAMLINE AVE N HAMLINE AVE N INGERSON RD 26 1,674 43,524 77 81 0 78 Moderate Very Good 14 9 1315 1620 10 HAMLINE AVE N COUNTY ROAD E NORTH END 25 901 22,525 92 76 0 86 Moderate Excellent 4 5 1352 1630 10 HARRIET AVE PINE TREE DR LEXINGTON AVE 37 1,344 49,728 79 59 0 72 Moderate Very Good 12 9 1456 1640 10 HUDSON RD NEW BRIGHTON RD EAST END 22 657 14,454 50 61 0 54 Moderate Fair 36 13 1373 1650 10 HUNTERS CT BENTON WAY SE END 42 431 17,981 68 52 0 63 Moderate Good 22 10 1162 1660 10 INDIAN OAKS CIR HAMLINE AVE N EAST END 51 221 11,230 99 90 0 96 Moderate Excellent 1 0 1151 1670 10 INDIAN OAKS CT JAMES AVE WEST END 31 675 20,880 100 90 0 97 Moderate Excellent 0 0 1159 1680 10 INDIAN OAKS TRL WEST END HAMLINE AVE N 28 1,187 33,702 94 82 0 90 Moderate Excellent 6 0 1357 1690 10 INDIAN PL COUNTY ROAD E SE END 60 159 9,529 85 67 0 79 Moderate Very Good 3 11 1399 1700 10 INGERSON CT INGERSON RD EAST END 24 480 11,520 85 66 0 78 Moderate Very Good 1 14 1398 1710 10 INGERSON RD HAMLINE AVE N FERNWOOD ST 26 1,658 43,108 72 78 0 74 Moderate Very Good 20 8 1394 1710 20 INGERSON RD FERNWOOD ST LEXINGTON AVE 26 934 24,284 51 54 0 52 Moderate Fair 40 10 1150 1720 10 JAMES AVE INDIAN OAKS TRL COLLEEN AVE 31 648 20,088 68 56 0 64 Moderate Good 19 13 IMSs Infrastructure Management Services ArdenHillsMN2021_byGISID_ClientReview_Rev1_SW, ACP page 2 of 4 City of Arden Hills, MN Inventory and Condition Summary Pavement Information & Classification Pavement Condition Summary GISIDStreet NumberBlock NumberStreet PrefixOn Street From Street To Street Pavement Width (ft)Pavement Length (ft)Pavement Area (ft2)Surface Distress Index (SDI)Roughness Index (RI)Structural Index (SI)Pavement Condition Index (PCI)Structural RatingCondition RatingLoad Associated DeductsNon-Load Associated Deducts1196 1730 10 JAMES CIR FLORAL DR W SE END 30 739 22,210 99 90 0 96 Moderate Excellent 1 0 1199 1740 10 JANET CT LAKE VALENTINE RD NE END 38 777 29,397 81 63 0 75 Moderate Very Good 12 7 1405 1750 10 JERROLD AVE NEW BRIGHTON RD DS@1027W NEW BRIGHTON RD 30 1,027 30,810 25 57 0 35 Moderate Poor 44 31 1454 1750 20 JERROLD AVE DS@1027W NEW BRIGHTON RD WEST END 40 503 20,295 16 46 0 26 Moderate Poor 59 24 1101 1760 10 KARTH LAKE CIR HAMLINE AVE N SE END 37 966 35,874 61 50 0 57 Moderate Fair 19 20 1106 1770 10 KARTH LAKE DR PLEASANT DR WEST END 30 1,630 48,900 52 60 0 54 Moderate Fair 23 25 1391 1780 10 KATIE CT KATIE LN WEST END 39 428 16,574 91 74 0 86 Moderate Excellent 3 6 1390 1790 10 KATIE LN CLEVELAND AVE N KATIE CT 32 1,197 38,304 92 78 0 88 Moderate Excellent 4 4 1468 1790 20 KATIE LN KATIE CT WEST END 26 915 23,790 93 78 0 88 Moderate Excellent 2 6 1459 1800 10 KATIE LN KATIE LN NE END 58 148 8,580 94 83 0 90 Moderate Excellent 4 2 1469 1810 10 KEITHSON DR KEITHSON DR SNELLING AVE N 28 1,398 39,144 84 65 0 78 Moderate Very Good 6 10 1107 1820 10 KEITHSON DR KEITHSON DR COUNTY ROAD 96 W 31 869 26,939 46 49 0 47 Moderate Marginal 41 13 1370 1870 10 LAKE LN LAKE JOHANNA BLVD WEST END 24 1,095 26,280 90 71 0 84 Moderate Very Good 6 4 1407 1890 10 LAKE LN N EDGEWATER AVE NORTH END 26 259 6,751 83 64 0 77 Moderate Very Good 7 10 1214 1900 10 LAKE VALENTINE RD INTERSTATE 35W SNELLING AVE N 40 4,824 192,960 56 59 0 57 Moderate Fair 33 11 1104 1910 10 LAKESHORE PL OLD HIGHWAY 10 OLD HIGHWAY 10 20 621 12,420 97 88 0 94 Moderate Excellent 0 3 1385 1920 10 LAMETTI CIR LAMETTI LN SOUTH END 32 262 8,384 51 43 0 48 Strong Marginal 26 23 1381 1930 10 LAMETTI LN WEST END SNELLING AVE N 38 802 30,156 55 52 0 54 Moderate Fair 26 19 1132 1940 10 MCCLUNG DR SNELLING AVE N COLLEEN AVE 31 618 19,158 35 49 0 40 Moderate Poor 43 22 1288 1950 10 MCCRACKEN LN SNELLING AVE N CHATHAM AVE 30 648 19,440 41 50 0 44 Moderate Marginal 42 17 1293 1950 20 MCCRACKEN LN CHATHAM AVE SW END 41 477 19,661 40 44 0 42 Moderate Marginal 42 18 1364 1960 10 NOBLE RD NEW BRIGHTON RD FAIRVIEW AVE N 25 1,258 31,450 92 78 0 87 Moderate Excellent 3 4 1171 1970 10 NORMA AVE SOUTH END DAWN CIR 39 692 26,786 83 65 0 77 Moderate Very Good 12 4 1165 1970 20 NORMA AVE DAWN CIR BRIARKNOLL CIR 32 318 10,176 19 38 0 25 Moderate Poor 64 17 1157 1980 10 NORMA AVE BRIARKNOLL CIR COLLEEN AVE 32 601 19,232 41 56 0 46 Moderate Marginal 42 17 1191 1990 10 NORMA CIR FLORAL DR W SOUTH END 43 216 9,200 100 90 0 97 Moderate Excellent 0 0 1259 2000 10 NORTHWOODS DR NW END RED FOX RD 42 924 38,808 47 64 0 53 Moderate Fair 36 17 1119 2010 10 NURSERY HILL CT WEST END NURSERY HILL LN 36 665 24,234 75 62 0 71 Moderate Very Good 12 13 1112 2020 10 NURSERY HILL LN HAMLINE AVE N DS@783E HAMLINE AVE N 24 783 18,792 73 62 0 69 Moderate Good 16 11 1118 2020 20 NURSERY HILL LN DS@783E HAMLINE AVE N NURSERY HILL CT 30 460 13,800 73 54 0 67 Moderate Good 15 12 1332 2030 10 OAK AVE LAKE JOHANNA BLVD NW END 26 1,529 39,754 91 74 0 85 Moderate Excellent 4 5 1168 2040 10 PARKSHORE DR WEST END OLD HIGHWAY 10 38 662 25,285 95 85 0 92 Moderate Excellent 4 1 1323 2050 10 PASCAL AVE N COUNTY ROAD E NORTH END 23 401 9,223 58 45 0 53 Strong Fair 21 21 1349 2060 10 PINE TREE DR HARRIET AVE COUNTY ROAD E 40 1,177 47,080 83 65 0 77 Moderate Very Good 11 5 1109 2070 10 PLEASANT CIR WEST END LEXINGTON AVE 37 750 27,739 63 52 0 59 Moderate Fair 19 18 1113 2080 10 PLEASANT DR AMBLE DR DS@582E AMBLE DR 25 582 14,550 56 68 0 60 Moderate Fair 30 15 1110 2080 20 PLEASANT DR DS@582E AMBLE DR PLEASANT CIR 30 327 9,810 55 41 0 51 Moderate Fair 31 13 1105 2080 30 PLEASANT DR PLEASANT CIR NORTH END 37 556 20,812 63 61 0 63 Moderate Good 21 16 1411 2090 10 PRIOR AVE N COUNTY ROAD D W JERROLD AVE 30 1,158 34,740 17 48 0 27 Moderate Poor 61 20 1467 2090 20 PRIOR AVE N JERROLD AVE NORTH END 30 151 4,530 52 62 0 55 Moderate Fair 25 23 1260 2100 10 RED FOX RD LEXINGTON AVE WEST END 32 2,216 70,776 43 67 0 51 Moderate Fair 36 21 1342 2110 10 RIDGEWOOD CT RIDGEWOOD RD SOUTH END 23 732 16,590 43 48 0 45 Moderate Marginal 41 16 1466 2120 10 RIDGEWOOD RD CITY LIMIT GLENHILL RD 28 381 10,668 88 69 0 82 Moderate Very Good 3 9 1416 2120 20 RIDGEWOOD RD GLENHILL RD NORTH END 28 691 19,348 89 70 0 83 Moderate Very Good 4 7 IMSs Infrastructure Management Services ArdenHillsMN2021_byGISID_ClientReview_Rev1_SW, ACP page 3 of 4 City of Arden Hills, MN Inventory and Condition Summary Pavement Information & Classification Pavement Condition Summary GISIDStreet NumberBlock NumberStreet PrefixOn Street From Street To Street Pavement Width (ft)Pavement Length (ft)Pavement Area (ft2)Surface Distress Index (SDI)Roughness Index (RI)Structural Index (SI)Pavement Condition Index (PCI)Structural RatingCondition RatingLoad Associated DeductsNon-Load Associated Deducts1334 2130 10 RIDGEWOOD RD ARDEN PL LAKE JOHANNA BLVD 30 1,408 41,680 52 58 0 54 Moderate Fair 33 15 1249 2140 10 ROLLING HILLS RD GRAMSIE RD VENUS AVE 24 380 9,120 90 71 0 84 Moderate Very Good 6 4 1461 2150 10 ROUND LAKE RD W COUNTY ROAD 96 W DS@1065S COUNTY ROAD 96 W 55 1,065 58,575 78 64 0 73 Moderate Very Good 7 15 1156 2150 20 ROUND LAKE RD W DS@1065S COUNTY ROAD 96 W GATEWAY BLVD 38 2,391 90,858 85 79 0 83 Moderate Very Good 13 2 1120 2160 10 ROYAL HILLS DR SNELLING AVE N ARDEN VIEW DR 36 1,007 35,849 30 53 0 38 Moderate Poor 57 13 1470 2160 20 ROYAL HILLS DR ARDEN VIEW DR KEITHSON DR 28 843 23,604 81 64 0 75 Moderate Very Good 7 12 1173 2170 10 ROYAL LN NORMA AVE FLORAL DR W 30 1,033 30,990 47 60 0 51 Moderate Fair 27 26 1401 2180 10 SANDEEN RD LAKE JOHANNA BLVD LAKE JOHANNA BLVD 25 1,296 32,400 86 68 0 80 Moderate Very Good 3 11 1079 2190 10 SERVICE RD PRIOR AVE SE END 21 1,859 39,039 99 90 0 96 Moderate Excellent 0 1 1433 2200 10 SHORELINE LN COUNTY ROAD D W NORTH END 30 620 18,678 71 49 0 64 Moderate Good 20 9 1418 2210 10 SHORELINE LN SOUTH END EDGEWATER AVE 24 289 6,839 85 67 0 79 Moderate Very Good 3 11 1440 2230 10 SHOREWOOD DR COUNTY ROAD D W NE END 32 1,214 38,845 83 65 0 77 Moderate Very Good 13 4 1350 2240 10 SIEMS CT SOUTH END LAKE JOHANNA BLVD 24 1,728 42,032 64 53 0 60 Moderate Good 27 9 1358 2250 10 SKILES LN GLENARDEN RD SNELLING AVE N 24 949 22,776 83 64 0 77 Moderate Very Good 11 6 1361 2260 10 SKILES LN SNELLING AVE N ARDEN PL 22 921 20,262 65 51 0 61 Moderate Good 21 14 1337 2270 10 SNELLING AVE N SNELLING AVE N COUNTY ROAD E 42 4,392 184,464 15 53 0 28 Moderate Poor 65 20 1341 2280 10 SNELLING AVE N ARDEN PL NORTH END 26 864 22,464 81 70 0 77 Moderate Very Good 9 11 1142 2290 10 SNELLING AVE N BRIARKNOLL CIR MCCLUNG DR 35 475 16,625 76 68 0 74 Moderate Very Good 4 20 1131 2290 20 SNELLING AVE N MCCLUNG DR ROYAL HILLS DR 42 510 21,420 82 82 0 82 Moderate Very Good 11 7 1124 2290 30 SNELLING AVE N ROYAL HILLS DR COUNTY ROAD 96 W 33 1,909 62,997 76 62 0 71 Moderate Very Good 15 10 1375 2300 10 STOWE AVE CLEVELAND AVE N NEW BRIGHTON RD 28 1,318 36,904 46 60 0 51 Moderate Fair 39 15 1378 2310 10 STOWE AVE NEW BRIGHTON RD LAKE JOHANNA BLVD 30 1,334 40,020 40 60 0 47 Moderate Marginal 44 16 1306 2320 10 THOM CT THOM DR EAST END 30 344 10,320 89 70 0 83 Moderate Very Good 5 5 1307 2330 10 THOM DR CLEVELAND AVE N NEW BRIGHTON RD 24 2,214 53,136 78 59 0 72 Moderate Very Good 17 4 1380 2340 10 TILLER LN CANNON AVE LEXINGTON AVE 26 2,641 68,666 52 59 0 55 Moderate Fair 37 11 1211 2350 10 VALENTINE AVE LAKE VALENTINE RD SNELLING AVE N 22 1,206 26,532 86 67 0 79 Moderate Very Good 5 10 1194 2360 10 VALENTINE CREST RD VALENTINE AVE NW END 34 870 29,959 85 66 0 78 Moderate Very Good 11 4 1216 2370 10 VALENTINE CT VALENTINE AVE SE END 26 524 13,624 84 65 0 78 Moderate Very Good 11 5 1253 2380 10 VENUS AVE ROLLING HILLS RD GRAMSIE RD 30 1,592 47,760 92 76 0 87 Moderate Excellent 3 5 1371 2390 10 WALDEN PL BENTON WAY SOUTH END 49 216 10,582 74 52 0 67 Moderate Good 12 15 1145 2400 10 WEDGEWOOD CIR OLD HIGHWAY 10 SW END 43 364 15,816 98 89 0 95 Moderate Excellent 0 2 1137 2410 10 WYNCREST CT HAMLINE AVE N WYNRIDGE DR 40 233 9,320 71 50 0 64 Moderate Good 19 11 1133 2410 20 WYNCREST CT WYNRIDGE DR EAST END 34 1,213 40,829 75 65 0 72 Moderate Very Good 13 13 1147 2420 10 WYNCREST LN WYNCREST CT WYNRIDGE DR 30 663 19,890 71 59 0 67 Moderate Good 17 13 1146 2430 10 WYNRIDGE DR WYNCREST CT EAST END 30 1,378 41,340 70 59 0 67 Moderate Good 17 13 IMSs Infrastructure Management Services ArdenHillsMN2021_byGISID_ClientReview_Rev1_SW, ACP page 4 of 4 Appendix B Full-Size Maps UV88 UV49UV51 UV51 UV96 ¡¢10 §¨¦694 §¨¦694 §¨¦35W Snail Lake Rice Cre e k CoDitch101Owasso Lake Long Lake Rush Lake BrightwoodHills GCPonds Pike Lake Silver ViewPark Lake Long LakeParkPond Arden ManorPark Pond VeteransPark Pond Rice Creek ShamrockPark Pond Turtle Lake Charley Lake Round Lake KarthLake SunfishLake WilsonPark Pond McCulloughPark Ponds ShoreviewCommomsPark Pond Snail Lake Langton Lake DriftwoodPark Pond Lake JonesPoplar Lake HansenPark Ponds Silver Lake Lake Johanna LakeJosephine Island Lake ValentineLake LittleJohannaLake Lake Judy Lake JosephinePark Ponds Lake JudyPark Pond Island LakeCountyPark Ponds Tony SchmidtPark Ponds Snail LakeReg Park Pond LakeShoreview ValleyPark Pond Grass Lake Lake Wabasso Pleasant Lake BNRailroadMTRRailroadMt RailroadS o o L i n e R a il r o a d FERNWOODLAKEJOHANNAEDGRENLOCKBOXCOU N TY R OA D 96 LEXINGTONHAMLINEA B E L E TODDBANYANSB I35W TOCORDI WC O U N T Y R O A D 1 0 NELSONLOCKBOXC OUNT Y ROAD D HI G HW AY PRIORI N D I A N WALDENW Y NCRE ST COUNT Y ROAD E DAWNSB I35W TOCORDH WASBURYNORMAPLEASANTINTERSTATE 35WW EDGEW OODNEW BRIGHTONROLLINGHILLSE I DE CANNO N OLD HIG H W AY 10 PASCALGALEHUNTERS SHORELINECLEVELANDNURSERY HILL DELLWOODDELLVIEWJERROL D PA U LKIRKWO LD C OUNT Y ROAD F LAKEVIE WCORDI W TOSB I35WCUM MIN GS COU N TY R O A D I LISAM C C L U N G LAKESHORE EDGEWAT ER BRUEBER R Y M CCRACKENHUD SO N PARKSHORE CORDE TO NBSNELLING AVE NBRIGHTONJAMESSNELLI NGARDE N V I E W BUSSA RD JANET CORDE2WTONBI 35WLA ME T T I R O Y A L H I L L S DRKEITHSONVALENTINECREST ARDENVISTACHATHAM NORTHWOODSI N G E R S O N B E CKMAN CONNELLYS K I LESCORDIWTONBI35WROYAL H I L L S GLENHILL R OYA LCORDHWTONBI 3 5 WSNELLINGAVENTOCORDEGLEN PAULROUND LAKEC R Y S T A L LAKE C O R D E T O S B S NELLIN G A V E N F O REST LEXINGTON AVE TO WB I694 NB I35W TO CORDE2 WINTERSTATE694 PINE TREEE B I694TONBI35W INDIAN OA K S KATIEV A L E NTINE GRANT SHOREWOODEBI694TOLEXINGTONAVENBI35WTOWBI694 NOBLE SANDEEN STO WE FAI RVI EWDUNLAPHARRIE T F LOR AL WYNRIDGENBI35WTOEBHWY96WEB HWY9 6 W TO NB I 3 5 WWBI694TONB SNELLINGAVEN KEITHSON D R RIDGEWOODGRAMSIE ARDEN BRIARKNOLL CARLTONNB HWY10 NE TO NB I 35WO A K GATEWAY VENUS KARTH L A K ENB I35W TO CORD10PARK N RIDE SERVICEE B I6 9 4 T O S B S N E L LI N G A V E N SIEMSNBI35WTOCORDIWSERVICE NBI35WTOEBI694GLENV I E W B E T H E L WB I694 TO NB I35W AMBLE THOMR E D FOX BENTON A RD E N O A K S C O L LEEN GLENARDENHIGH W AY 10 TIL LEROLD HIGHWAY 8GREY FOX LAKE VALENTINE Pavement Analysis Legend Functional Classification Local City LimitsN00.5 10.25 Miles IMS Infrastructure Management Services 2021 ARDEN HILLS, MN | Pavement Analysis 2021 city of M I N N E S O T A Functional Classificationby Segment UV88 UV49UV51 UV51 UV96 ¡¢10 §¨¦694 §¨¦694 §¨¦35W Snail Lake Rice Cre e k CoDitch101Owasso Lake Long Lake Rush Lake BrightwoodHills GCPonds Pike Lake Silver ViewPark Lake Long LakeParkPond Arden ManorPark Pond VeteransPark Pond Rice Creek ShamrockPark Pond Turtle Lake Charley Lake Round Lake KarthLake SunfishLake WilsonPark Pond McCulloughPark Ponds ShoreviewCommomsPark Pond Snail Lake Langton Lake DriftwoodPark Pond Lake JonesPoplar Lake HansenPark Ponds Silver Lake Lake Johanna LakeJosephine Island Lake ValentineLake LittleJohannaLake Lake Judy Lake JosephinePark Ponds Lake JudyPark Pond Island LakeCountyPark Ponds Tony SchmidtPark Ponds Snail LakeReg Park Pond LakeShoreview ValleyPark Pond Grass Lake Lake Wabasso Pleasant Lake BNRailroadMTRRailroadMt RailroadS o o L i n e R a il r o a d FERNWOODLAKEJOHANNAEDGRENLOCKBOXCOU N TY R OA D 96 LEXINGTONHAMLINEA B E L E TODDBANYANSB I35W TOCORDI WC O U N T Y R O A D 1 0 NELSONLOCKBOXC OUNT Y ROAD D HI G HW AY I N D I A N WALDENCOUNT Y ROAD ESB I35W TOCORDH WD A W NINTERSTATE 35WW EDGEW OODNEW BRIGHTONROLLINGHILLSE I DE OLD HIG H W AY 10 PASCALGALEHUNTERS SHORELINECLEVELANDDELLWOODDELLVIEWCANNO N PA U LKIRKWO LD C OUNT Y ROAD F LAKEVIE WCORDI W TOSB I35WCUM MIN GS COU N TY R O A D I PLEASANTLISAM C C L U N G LAKESHORE M CCRACKENASBURYHUDSON PA R KSHOR E NURSERY HILL NORMAGRAMSIE CORDE TO NBSNELLING AVE NBRIGHTONJAMESSNELLI NGBUSSARDJANETCORDE2WTONBI35WLAME T T I R O Y A L H I L L S DRKEITHSONVALENTINECREST ARDENVISTAN O RTHWOODS BECKM ANCONNELLYS K I LE SCORDIWTONBI35WROYAL H I L L S G L E N H IL L J E R R O LD RO YA LCORDHWTONBI 3 5 WSNELLINGAVENTOCORDEC R Y S T A L LAKE C O R D E T O S B S NELLIN G A V E N F O REST LEXINGTON AVE TO WB I694 NB I35W TO CORDE2 WINTERSTATE694 PRIOREDGEWAT ER PINE TREEE B I694TONBI35W INDIAN OAK S KATIEV A L E NTINE GRANT WY N CRE S T SHOREWOODEBI694TOLEXINGTONAVENBI35WTOWBI694 NOBLE SANDEENFAIRVIEWSTOWE DUNLAPGL E N PAUL HARRIET FLORAL WYNRIDGENBI35WTOEBHWY96WEB HWY9 6 W TO NB I 3 5 WWBI694TONB SNELLINGAVEN K EITHSON DR RIDGEWOODARDEN BRIARKNOLL C A R LTONNB HWY10 NE TO NB I 35WO A K GATEWAY VENUS KA RTH L A K ENB I35W TO CORD10PARK N RIDE SERVICEE B I6 9 4 T O S B S N E L LI N G A V E N INGERSONSIEMSNBI35WTOCORDIWSERVICENBI35WTOEBI694GLENVIEW B E T H E L WB I694 TO NB I35W AMBLE A R D E N V I E W THOMR E D FOX CHATHAMBENTONROUND LAKEA RD E N O A K S C O L LEEN GLENARDENHIGH W AY 10 TIL LEROLD HIGHWAY 8GREY FOX LAKE VALENTINE 145914671 3 5 7 14721302 14581371119113821162 1 3 0 6 14641137 128011211407138511 43 140014151296 1471 1166 1418114913031465116 41165 11101 3 1 0 139511 4 5 136212491172 14661383132311951 39 1 1373 1139 14331118 112511341142123912931399 1 3 74 145411311 2 1 6 1299110512481389 1113 115711 32 1408 1104 1455 11671288115014291252 14 56 1147 1168 1119 115 1 145014161171124012811342 11961109 136514 57 1387 1199 1 1 1 2 1 3 8 1 1 4 7 0 1 3 4 111071194 141711221289 13151468 1129136112591 394 1396 1311 13 5 8 110111 20 1430 1 40 5 1173 1 423 1 4611301 1 2 2 7 13 70 135514111 41 3 13491372115 9 13 90 1211 1360 11 33 14401364 13401401 112 6 115 4 1 375 122813 78 12981 4 2 8 1352 118 7 1146 14 69 13341238 13471144 138 6 1 3 3 2 1163 1253 110 6 1398 142413501079 1241 11241114 1463 1 3 0 7 12 60 1294136711561305 11 35 146013801462 1 3 3 7 1214 Pavement Analysis Legend PCI 0-10 red 11-20 21-30 31 - 40 41 - 50 yellow 51 - 60 61 - 70 71 - 80 81 - 90 91 - 100 green City LimitsN00.5 10.25 Miles IMS Infrastructure Management Services 2021 ARDEN HILLS, MN | Pavement Analysis 2021 Label Legend 12341234 GISIDProject ID (when applicable) city of M I N N E S O T A Pavement Condition Index (PCI)Current PCI by Segment UV88 UV49UV51 UV51 UV96 ¡¢10 §¨¦694 §¨¦694 §¨¦35W Snail Lake Rice Cre e k CoDitch101Owasso Lake Long Lake Rush Lake BrightwoodHills GCPonds Pike Lake Silver ViewPark Lake Long LakeParkPond Arden ManorPark Pond VeteransPark Pond Rice Creek ShamrockPark Pond Turtle Lake Charley Lake Round Lake KarthLake SunfishLake WilsonPark Pond McCulloughPark Ponds ShoreviewCommomsPark Pond Snail Lake Langton Lake DriftwoodPark Pond Lake JonesPoplar Lake HansenPark Ponds Silver Lake Lake Johanna LakeJosephine Island Lake ValentineLake LittleJohannaLake Lake Judy Lake JosephinePark Ponds Lake JudyPark Pond Island LakeCountyPark Ponds Tony SchmidtPark Ponds Snail LakeReg Park Pond LakeShoreview ValleyPark Pond Grass Lake Lake Wabasso Pleasant Lake BNRailroadMTRRailroadMt RailroadS o o L i n e R a il r o a d FERNWOODLAKEJOHANNAEDGRENLOCKBOXCOU N TY R OA D 96 LEXINGTONHAMLINEA B E L E TODDBANYANSB I35W TOCORDI WC O U N T Y R O A D 1 0 NELSONLOCKBOXC OUNT Y ROAD D HI G HW AY I N D I A N WALDENCOUNT Y ROAD ESB I35W TOCORDH WD A W NINTERSTATE 35WW EDGEW OODNEW BRIGHTONROLLINGHILLSE I DE OLD HIG H W AY 10 PASCALGALEHUNTERS SHORELINECLEVELANDDELLWOODDELLVIEWCANNO N PA U LKIRKWO LD C OUNT Y ROAD F LAKEVIE WCORDI W TOSB I35WCUM MIN GS COU N TY R O A D I PLEASANTLISAM C C L U N G LAKESHORE M CCRACKENASBURYHUDSON PA R KSHOR E NURSERY HILL NORMAGRAMSIE CORDE TO NBSNELLING AVE NBRIGHTONJAMESSNELLI NGBUSSARDJANETCORDE2WTONBI35WLAME T T I R O Y A L H I L L S DRKEITHSONVALENTINECREST ARDENVISTAN O RTHWOODS BECKM ANCONNELLYS K I LE SCORDIWTONBI35WROYAL H I L L S G L E N H IL L J E R R O LD RO YA LCORDHWTONBI 3 5 WSNELLINGAVENTOCORDEC R Y S T A L LAKE C O R D E T O S B S NELLIN G A V E N F O REST LEXINGTON AVE TO WB I694 NB I35W TO CORDE2 WINTERSTATE694 PRIOREDGEWAT ER PINE TREEE B I694TONBI35W INDIAN OAK S KATIEV A L E NTINE GRANT WY N CRE S T SHOREWOODEBI694TOLEXINGTONAVENBI35WTOWBI694 NOBLE SANDEENFAIRVIEWSTOWE DUNLAPGL E N PAUL HARRIET FLORAL WYNRIDGENBI35WTOEBHWY96WEB HWY9 6 W TO NB I 3 5 WWBI694TONB SNELLINGAVEN K EITHSON DR RIDGEWOODARDEN BRIARKNOLL C A R LTONNB HWY10 NE TO NB I 35WO A K GATEWAY VENUS KA RTH L A K ENB I35W TO CORD10PARK N RIDE SERVICEE B I6 9 4 T O S B S N E L LI N G A V E N INGERSONSIEMSNBI35WTOCORDIWSERVICENBI35WTOEBI694GLENVIEW B E T H E L WB I694 TO NB I35W AMBLE A R D E N V I E W THOMR E D FOX CHATHAMBENTONROUND LAKEA RD E N O A K S C O L LEEN GLENARDENHIGH W AY 10 TIL LEROLD HIGHWAY 8GREY FOX LAKE VALENTINE 145914671 3 5 7 14721302 14581371119113821162 1 3 0 6 14641137 128011211407138511 43 140014151296 1471 1166 1418114913031465116 41165 11101 3 1 0 139511 4 5 136212491172 14661383132311951 39 1 1373 1139 14331118 112511341142123912931399 1 3 74 145411311 2 1 6 1299110512481389 1113 115711 32 1408 1104 1455 11671288115014291252 14 56 1147 1168 1119 115 1 145014161171124012811342 11961109 136514 57 1387 1199 1 1 1 2 1 3 8 1 1 4 7 0 1 3 4 111071194 141711221289 13151468 1129136112591 394 1396 1311 13 5 8 110111 20 1430 1 40 5 1173 1 423 1 4611301 1 2 2 7 13 70 135514111 41 3 13491372115 9 13 90 1211 1360 11 33 14401364 13401401 112 6 115 4 1 375 122813 78 12981 4 2 8 1352 118 7 1146 14 69 13341238 13471144 138 6 1 3 3 2 1163 1253 110 6 1398 142413501079 1241 11241114 1463 1 3 0 7 12 60 1294136711561305 11 35 146013801462 1 3 3 7 1214 Pavement Analysis Legend Descriptive Pavement Condition 0-25 Very Poor 26 - 40 Poor 41-50 Marginal 51 - 60 Fair 61 - 70 Good 71 - 85 Very Good 86 - 100 Excellent City LimitsN00.5 10.25 Miles IMS Infrastructure Management Services 2021 ARDEN HILLS, MN | Pavement Analysis 2021 Label Legend 12341234 GISIDProject ID (when applicable) city of M I N N E S O T A Pavement Condition (Descriptive GFP)by Segment STOWE AVE L A K E V A L E N TI N E R D RED FOX RD GREY FOX RD INGERSON RDROUND LAKE RD WAMBL E DRSIEMS CTSNELLING AVE NCOLLEEN AVE GLEN PAUL AVE TILLER LN HA M LINE VENUS AVE THOM DR ARDEN VIEW DR GLENARDEN RDCHATHAM AVEAMBLE RD NOBLE RD GRAMSIE RD ARDEN PL GRANT RD OAK AVE EDGEWATER AVE JERROLD AVE DUNLAP ST NHARRIET AVE FLORAL DR W GLENVIEW AVE KARTH LAKE DR GATEWAY BLVD WYNC R E S T CARLTON DR FORE ST LN PRIOR AVE NCUMMINGS PARK DR ROYAL LN KATIE LN PINE TREE DRFAIRVIEW AVE NRIDGEWOOD RDCRYSTAL AVE PLEASANT DRARDEN OAKS DR V A L E N T I N E A V E BENTON WAYINDIAN OAKS TRL SKILESLNBRIA RBECKMAN AVE LAMETTI LN M CCRA C K E N LN KEITHSON DRASBURY AVE NNURSERY HILL LN BUSSARD CT DAWN CIR W JAMES AVEJANET CT CANNONGLENHILL RDNORMA AVEA R D E NVIEWCTROY KATIE CT GL ENARDENCTRIDGEWOOD CTKARTH LAKE C IR GALE CIRMCCLUNG DR WYNCREST LNS A N D E E N R D PARKSHORE DR EIDE CIR NORTH-WOODS DRNURSERY HILL CT C U M M I N G S L NVALENTINE CTINGE R S O N CT CO LLEE N CT GL E N VI E W CT HU N TE RS CT SHORELINELNPASCAL AVE NLAKE LN NCONNELL Y AVE THOM CT AMBLE CIRCHATHAM CTCOLLEEN CIRROLLING HILLS RDARDEN OAKS CTNORMA CIRIND IAN PLEDGEWATER AVENORMAAVE TILLER LNSNELLING AVE NDUNLAP ST NARDENP L S K ILES L N FAIRVIEW AVE NHAMLINE AVE NG L E N H IL L R D WYNR I D G E PLEASANT CIR ARDEN INDIAN OAKS CT JAMES CIRDELLVIEW AVEDELLVIEW AVEDELLWOOD STGATEWAY CT VALENTINE CREST RD BRUEBERR Y LN BRIARKNOLL CIR DELLWOOD AVELAMETTI CIRWALDEN PLWEDGEWOOD CIR INDIAN OAKS CIR C H A T H A M CI R L A K E J O H A N N A B L V D LAKE JOHANNA BLVDRIDGEEDGEWATER AVEFAIRVIEW AVE NFERNWOOD STSNELLING AVE NSHORELINELNK A TI E LN COUNTY ROAD D W SHOREWOODDR LAKE LN COUNTY ROAD E W LAKEJOH A N N A BLVD GLEN PAUL AVECLEVELAND AVE NNEW BRIGHTO N RDNEW BRIGHTON RDHUDSON RDTHOM DRCLEVELAND AVE NBRIGHTON WAYNEW BRIGHTON RDINTERSTATE 35WCOUNTY ROAD E2 W CO U NTY ROAD E2 WLAKEVIEWCT C H A T H A M A V E SIEMS CTARDEN PL GLE N A RDENRDOLD SNELLINGARDEN OAKS DRSNELLING AVE NBETHEL DROLD HIGHWAY 10OLD SNELLINGVENUS AVEINTERSTATE 35WLAKE VALENTINE RDINTERSTATE 35WROUNDLA K E R D W O L D H I G H WA Y 1 0 LA K E S H O R E P L INTERSTATE 694 INTERS T ATE 694 H I G HW A Y 1 0 COUNTY ROAD 96 W COUNTY ROAD 96 WTODD DR (PrivateTODD DR (Private) A V E N(Pr i vate)LISA LN (Private)Tat e )LEXINGTON KNOLL DR VISTA CTDAWN CIR E C OLLEEN A V E ARDENVIEWDR COUNTY ROAD F W INNOVATION WAY (Private)FERNWOOD STPLEASANT DR A M B L E D R COUNTY ROAD 96 W LEXINGTON AVE NLEXINGTON AVE NDR CT BOSTON SCIENTIFIC DR (Private)BETHEL DRBET H EL DR COUNTY ROAD E W LEXINGTON AVE NBENTON WAYAVE ING ERSON RD AVE NWOOD RDCOUNTY ROAD E HAMLINE AVE NHAMLINE AVE NPrivateKATIE LNKEITHSON DR AL HILLS DRTony Schmidt Regional Park Crepeau Nature Preserve Hazelnut Park Ingerson Park Freeway Park Tony Schmidt Regional Park Sampson Park Lindey's Park Charles Perry Park Tony Schmidt Regional Park Valentine Park Floral Park Royal Hills Park Cummings Park Arden Manor Park Johanna Marsh Arden Oaks Park Community Gardens Lake Josephine Lake Johanna Valentine Lake Round Lake Karth LakeSun Fish Lake 6796654425638253977442 78 66 26 825160 94 42 4492 7783963175547577784747 866553 84 526477 57 38 86 35 51 73 51 84 49277733 4490 88797784 72 87 8380 67 51 4147 5472 32 67 97 7 8 5 4 85 62 45 69 8 583 54 7874608671 41 58 7251 623 9 33 41 8555 52 2857 2021 Pavement Condition Ratings 01,000 Feet Ü Document Path: P:\PR&PW\Engineering\Infrastructure Condition\Streets\Pavement Condition Ratings - Master.mxd80 - 100 60 - 79 40 - 59 20 - 39 $WWDFKPHQW% STOWE AVE L A K E V A L E N TI N E R D RED FOX RD GREY FOX RD INGERSON RDROUND LAKE RD WAMBL E DRSIEMS CTSNELLING AVE NCOLLEEN AVE GLEN PAUL AVE TILLER LN HA M LINE VENUS AVE THOM DR ARDEN VIEW DR GLENARDEN RDCHATHAM AVEAMBLE RD NOBLE RD GRAMSIE RD ARDEN PL GRANT RD OAK AVE EDGEWATER AVE JERROLD AVE DUNLAP ST NHARRIET AVE FLORAL DR W GLENVIEW AVE KARTH LAKE DR GATEWAY BLVD WYNC R E S T CARLTON DR FORE ST LN PRIOR AVE NCUMMINGS PARK DR ROYAL LN KATIE LN PINE TREE DRFAIRVIEW AVE NRIDGEWOOD RDCRYSTAL AVE PLEASANT DRARDEN OAKS DR V A L E N T I N E A V E BENTON WAYINDIAN OAKS TRL SKILESLNBRIA RBECKMAN AVE LAMETTI LN M CCRA C K E N LN KEITHSON DRASBURY AVE NNURSERY HILL LN BUSSARD CT DAWN CIR W JAMES AVEJANET CT CANNONGLENHILL RDNORMA AVEA R D E NVIEWCTROY KATIE CT GL ENARDENCTRIDGEWOOD CTKARTH LAKE C IR GALE CIRMCCLUNG DR WYNCREST LNS A N D E E N R D PARKSHORE DR EIDE CIR NORTH-WOODS DRNURSERY HILL CT C U M M I N G S L NVALENTINE CTINGE R S O N CT CO LLEE N CT GL E N VI E W CT HU N TE RS CT SHORELINELNPASCAL AVE NLAKE LN NCONNELL Y AVE THOM CT AMBLE CIRCHATHAM CTCOLLEEN CIRROLLING HILLS RDARDEN OAKS CTNORMA CIRIND IAN PLEDGEWATER AVENORMAAVE TILLER LNSNELLING AVE NDUNLAP ST NARDENP L S K ILES L N FAIRVIEW AVE NHAMLINE AVE NG L E N H IL L R D WYNR I D G E PLEASANT CIR ARDEN INDIAN OAKS CT JAMES CIRDELLVIEW AVEDELLVIEW AVEDELLWOOD STGATEWAY CT VALENTINE CREST RD BRUEBERR Y LN BRIARKNOLL CIR DELLWOOD AVELAMETTI CIRWALDEN PLWEDGEWOOD CIR INDIAN OAKS CIR C H A T H A M CI R L A K E J O H A N N A B L V D LAKE JOHANNA BLVDRIDGEEDGEWATER AVEFAIRVIEW AVE NFERNWOOD STSNELLING AVE NSHORELINELNK A TI E LN COUNTY ROAD D W SHOREWOODDR LAKE LN COUNTY ROAD E W LAKEJOH A N N A BLVD GLEN PAUL AVECLEVELAND AVE NNEW BRIGHTO N RDNEW BRIGHTON RDHUDSON RDTHOM DRCLEVELAND AVE NBRIGHTON WAYNEW BRIGHTON RDINTERSTATE 35WCOUNTY ROAD E2 W CO U NTY ROAD E2 WLAKEVIEWCT C H A T H A M A V E SIEMS CTARDEN PL GLE N A RDENRDOLD SNELLINGARDEN OAKS DRSNELLING AVE NBETHEL DROLD HIGHWAY 10OLD SNELLINGVENUS AVEINTERSTATE 35WLAKE VALENTINE RDINTERSTATE 35WROUNDLA K E R D W O L D H I G H WA Y 1 0 LA K E S H O R E P L INTERSTATE 694 INTERS T ATE 694 H I G HW A Y 1 0 COUNTY ROAD 96 W COUNTY ROAD 96 WTODD DR (PrivateTODD DR (Private) A V E N(Pr i vate)LISA LN (Private)Tat e )LEXINGTON KNOLL DR VISTA CTDAWN CIR E C OLLEEN A V E ARDENVIEWDR COUNTY ROAD F W INNOVATION WAY (Private)FERNWOOD STPLEASANT DR A M B L E D R COUNTY ROAD 96 W LEXINGTON AVE NLEXINGTON AVE NDR CT BOSTON SCIENTIFIC DR (Private)BETHEL DRBET H EL DR COUNTY ROAD E W LEXINGTON AVE NBENTON WAYAVE ING ERSON RD AVE NWOOD RDCOUNTY ROAD E HAMLINE AVE NHAMLINE AVE NPrivateKATIE LNKEITHSON DR AL HILLS DRTony Schmidt Regional Park Crepeau Nature Preserve Hazelnut Park Ingerson Park Freeway Park Tony Schmidt Regional Park Sampson Park Lindey's Park Charles Perry Park Tony Schmidt Regional Park Valentine Park Floral Park Royal Hills Park Cummings Park Arden Manor Park Johanna Marsh Arden Oaks Park Community Gardens Lake Josephine Lake Johanna Valentine Lake Round Lake Karth LakeSun Fish Lake 669564812462811007341 77 65 100 815059 94 100 4392 100821003074527476774646 8588 6451 83 516376 56 37 85 50 72 100 83 48100764395 87787683 71 87 8279 66 50 10046 5371 66 100 7 7 6 8 84 77 44 68 8 982 52 7773758570 40 57 7149 613 8 32 40 8454 50 2756 2022 Pavement Condition Ratings 01,000 Feet Ü Document Path: P:\PR&PW\Engineering\Infrastructure Condition\Streets\Pavement Condition Ratings - Master.mxd80 - 100 60 - 79 40 - 59 20 - 39 Attachment C STOWE AVE L A K E V A L E N T I N E R D RED FOX RD GREY FOX RD INGERSON RDROUND LAKE RD WAMBL E DRSIEMS CTSNELLING AVE NCOLLEEN AVE GLEN PAUL AVE TILLER LN H AM LINEVENUS AVE THOM DR ARDEN VIEW DR GLENARDEN RDCHATHAM AVEAMBLE RD NOBLE RD GRAMSIE RD ARDEN PL GRANT RD OAK AVE EDGEWATER AVE JERROLD AVE DUNLAP ST NHARRIET AVE FLORAL DR W GLENVIEW AVE KARTH LAKE DR GATEWA Y BLVD WYN CRES T CARLTON DR F O R ES T LN PRIOR AVE NCUMMINGS PARK DR ROYAL LN KATIE LN PINE TREE DRFAIRVIEW AVE NRIDGEWOOD RDCRYSTAL AVE PLEASANT DRAR DE N OAKS DR V A L E N T I N E AV E BENTON WAYINDIAN OAKS TRL SKILESLNBRIA RBECKMAN AVE LAMETTI LN M C CRAC KEN L N KEITHSON DRASBURY AVE NNURSERY HILL LN BUSSARD CT DAWN CIR W JAMES AVEJANET CT CANNONGLENHILL RDNORMA AVEA R DEN VIEW CTRO Y KATIE CT GL ENARDENCTRIDGEWOOD CTKARTH LAKE C IR GALE CIRMCCLUNG DR WYNCREST LNS A N D E E N R D PARKSHORE DR EIDE CIR NORTH-WOODS DRNURSERY HILL CT C U M M I N G S L NVALENTINE CTINGERSO N CT CO LLEEN CT G LE N VIE W C T HU N TER S CT SHORELINELNPASCAL AVE NLAKE LN NCONNELL Y AVE THOM CT AMBLE CIRCHATHAM CTCOLLEEN CIRROLLING HILLS RDARDEN OAKS CTNORMA CIRIND IAN PLEDGEWATER AVENORMAAVE TILLER LNSNELLING AVE NDUNLAP ST NARDENP L S KILE S L N FAIRVIEW AVE NHAMLINE AVE NG L E N H ILL R D WYNRIDG E PLEASANT CIR ARDEN INDIAN OAKS CT JAMES CIRDELLVIEW AVEDELLVIEW AVEDELLWOOD STGATEWAY CT VALENTINE CREST RD BRUEBERR Y LN BRIARKNOLL CIR DELLWOOD AVELAMETTI CIRWALDEN PLWEDGEWOOD CIR INDIAN OAKS CIR C H AT H A M CIR L A K E J O H A N N A B L V D LAKE JOHANNA BLVDRIDGEEDGEWATER AVEFAIRVIEW AVE NFERNWOOD STSNELLING AVE NSHORELINELNK A TI E LN COUNTY ROAD D W SHOREWOODDR LAKE LN COUNTY ROAD E W LAKEJOH A N N A BLVD GLEN PAUL AVECLEVELAND AVE NNEW BR IGH TON RDNEW BRIGHTON RDHUDSON RDTHOM DRCLEVELAND AVE NBRIGHTON WAYNEW BRIGHTON RDINTERSTATE 35WCOUNTY ROAD E2 W COUNTY RO AD E2 WLAKEVIEWCT C H A T H A M A V E SIEMS CTARDEN P L GLE N ARDENRDOLD SNELLINGARDEN OAKS DRSNELLING AVE NBETHEL DROLD HIGHWAY 10OLD SNELLINGVENUS AVEINTERSTATE 35WLAKE VALENTINE RDINTERSTATE 35WROUNDLAK E R D W O L D H I G HW A Y 1 0 LA K E S H O R E P L INTERSTATE 694 INTERSTATE 694 H I G H WA Y 1 0 COUNTY ROAD 96 W COUNTY ROAD 96 WTTODD DR (Private)L(PKN OLL DR VISTA CTDAWN CIR E C OLLEEN A V E ARDENVIEWDR COUNTY ROAD F W INNOVATION WAY (Private)FERNWOOD STPLEASANT DR A M B L E D R COUNTY ROAD 96 W LEXINGTON AVE NLEXINGTON AVE ND R CT BOSTON SCIENTIFIC DR (Private)BETHEL DRBET H E L D R COUNTY RO AD E W LEXINGTON AVE NBENTON WAYAVE INGERSON RD AVE NWOOD RDCOUNTY ROAD E HAMLINE AVE NHAMLINE AVE NPrivateKATIE LNKEITHSON DR AL HILLS DRTony Schmidt Regional Park Crepeau Nature Preserve Hazelnut Park Ingerson Park Freeway Park Tony Schmidt Regional Park Sampson Park Lindey's Park Charles Perry Park Tony Schmidt Regional Park Valentine Park Floral Park Royal Hills Park Cummings Park Park Johanna Marsh Arden Oaks Park Community Gardens Lake Josephine Lake Johanna Valentine Lake Round Lake Karth LakeProposed PMP Projects 01,000 Feet Ü Document Path: P:\PR&PW\Engineering\City Projects\2022\Proposed PMP Projects (2022).mxdYear - Cost 2022 - $2,200,000 2024 - $1,900,000 2026 - $1,500,000 2028 - $1,500,000 2030 - $1,600,000 Attachment D Tony Schmidt Regional Park Crepeau Nature Preserve Hazelnut Park Ingerson Park Freeway Park Tony Schmidt Regional Park Sampson Park Lindey's Park Charles Perry Park Tony Schmidt Regional Park Valentine Park Floral Park Royal Hills Park Cummings Park Manor Park Johanna Marsh Arden Oaks Park Community Gardens Lake Josephine Lake Johanna Valentine Lake Round Lake Karth LakeLake STOWE AVE L A K E V A L E N TIN E R D RED FOX RD GREY FOX RD INGERSON RDROUND LAKE RD WAMBL E DRSIEMS CTSNELLING AVE NCOLLEEN AVE GLEN PAUL AVE TILLER LN HA M LINE VENUS AV E TH OM DR ARDEN VIEW DR GLENARDEN RDCHATHAM AVEAMBLE RD NOBLE RD GRAMSIE RD ARDEN PL GRANT RD OAK AVE EDGEWATER AVE JERROLD AVE DUNLAP ST NHARRIET AVE FLORAL DR W GLENVIEW AVE KARTH LAKE DR GATEW A Y BLVD WYNC R E S T CARLTON DR F O REST L N PRIOR AVE NCUMMINGS PARK DR ROYAL LN KATIE LN PINE TREE DRFAIRVIEW AVE NRIDGEWOOD RDCRYSTAL AVE PLEASANT DRARDEN O AKS DR V A L E N T I N E A V E BENTON WAYINDIAN OAKS TRL SKILESLNBRIAR BECKMAN AVE LAMETTI LN M CCRA CKEN LN KEITHSON DRASBURY AVE NNURSERY HILL LN BUSSARD CT DAWN CIR W JAMES AVEJANET CT CANNONGLENHILL RDNORMA AVEAR D ENVIEWCTROY KATIE CT GL ENARDENCTRIDGEWOOD CTKARTH LAKE CIR GALE CIRMCCLUNG DR WYNCREST LNS A N D E E N R D PARKSHORE DR EIDE CIR NORTH-WOODS DRNURSERY HILL CT C U M M I N G S L NVALENTINE CTINGERSON CT CO L LEEN CT G LE N V IE W CT HUN TE RS CT SHORELINELNPASCAL AVE NLAKE LN NCONNELL Y AVE THOM CT AMBLE CIRCHATHAM CTCOLLEEN CIRROLLING HILLS RDARDEN OAKS CTNORMA CIRIND IAN PLEDGEWATER AVENORMAAVE TILLER LNSNELLING AVE NDUNLAP ST NARDENP L SKI L ES L N FAIRVIEW AVE NHAMLINE AVE NG L E N H IL L R D WYNR I D G E PLEASANT CIR ARDEN INDIAN OAKS CT JAMES CIRDELLVIEW AVEDELLVIEW AVEDELLWOOD STGATEWAY CT VALENTINE CREST RD BRUEBERR Y LN BRIARKNOLL CIR DELLWOOD AVELAMETTI CIRWALDEN PLWEDGEWOOD CIR INDIAN OAKS CIR C H A T H A M CI R L A K E J O H A N N A B LV D LAKE JOHANNA BLVDRIDGEEDGEWATER AVEFAIRVIEW AVE NFERNWOOD STSNELLING AVE NSHORELINELNK AT IE L N COUNTY ROAD D W SHOREWOODDR LAKE LN COUNTY ROAD E W LAKEJOH A N N A BLVD GLEN PAUL AVECLEVELAND AVE NNEW BRI GHTON RDNEW BRIGHTON RDHUDSON RDTHOM DRCLEVELAND AVE NBRIGHTON WAYNEW BRIGHTON RDINTERSTATE 35WCOUNTY ROAD E2 W COU NT Y ROAD E 2 WLAKEVIEWCT C H A T H A M A V E SIEMS CTARDEN P L GLE N ARDENRDOLD SNELLINGARDEN OAKS DRSNELLING AVE NBETHEL DROLD HIGHWAY 10OLD SNELLINGVENUS AVEINTERSTATE 35WLAKE VALENTINE RDINTERSTATE 35WROUNDLA K E R D W O L D H I G H WA Y 1 0 LA KE S H O R E P L INTERSTATE 694 INTERSTA T E 694 H I G H WA Y 1 0 COUNTY ROAD 96 W COUNTY ROAD 96 WTODD DTODD DR (Private)ate)LISA LN(PrivateLEXIKN OL L DR VISTA CTDAWN CIR E C OLLEEN A V E ARDENVIEWDR COUNTY ROAD F W INNOVATION WAY (Private)FERNWOOD STPLEASANT DR A M B L E D R COUNTY ROAD 96 W LEXINGTON AVE NLEXINGTON AVE NDR CT BOSTON SCIENTIFIC DR (Private)BETHEL DRBET H E L DR COUNTY ROAD E W LEXINGTON AVE NBENTON WAYAVE INGERSON RD AVE NWOOD RDCOUNTY ROAD E HAMLINE AVE NHAMLINE AVE NPrivateKATIE LNKEITHSON DR AL HILLS DR2022 Street Maintenance 01,000 Feet Ü Document Path: P:\PR&PW\Numbered Projects\PW-22-0101 Street Maintenance 2022\02 design\Street Maintenance - 2022.mxdCrack Seal Seal Coat Fog Seal Cul-de-sac Fog and Crack Seal Path Parking Lot Seal Coat $WWDFKPHQW( Arden Hills Pavement Update Topics IMS Survey Survey Results –May 2021 Pavement Condition Index (PCI) Proposed Pavement Rehabilitation Plan -2022-2030 Proposed Maintenance Plan -2022 Next steps Questions IMS Automated Survey •Approximately 30 Miles of Roads •Approximately 560,000 Square Yards of Roads •Automated Survey provides consistent results •Laser Road Surface Testing •3-year cycle •ICON pavement management software •Pavement Management Goals ◦Preserve and rehabilitate roadways so that the average Pavement Condition Index (PCI) is 70 Attachment A Automated Survey Results Average PCI –63 Average PCI –65.6 Attachment B & C Pavement Preservation and Rehabilitation Treat Roadways “Early & Often” –Target Overall PCI of 70 Preservation methods -(PCI 65-100) –4-year cycle ◦Crack Seal ◦Seal Coat ◦Fog Seal ◦Large area patching Rehabilitation methods -(PCI 45-65) –Pavement cores ◦Mill & Overlay ◦Reclaim & Overlay Complete Reconstruction -(End of useful life) Proposed PMP Projects 2022 Pavement Management Project –$2,200,000 ◦Snelling Avenue North, Cummings Lane, Arden Oaks Drive, Arden Oaks Court 2024 Pavement Management Project –$1,900,000 ◦Colleen Ave, Norma Ave, Briar Knoll, Royal Hills, Arden Vista 2026 Pavement Management Project –$1,500,000 ◦Karth Lake Neighborhood streets 2028 Pavement Management Project –$1,500,000 ◦Tiller, Dunlap, Benton Way, Bussard, Lametti 2030 Pavement Management Project –$1,600,000 ◦Red Fox Rd, Grey Fox Rd, Dunlop St. N, Northwoods Dr, Cummings Park Dr, Stowe Ave Attachment D Proposed 2022 Street Maintenance Plan Preservation methods •Crack Seal, Seal Coat, Fog Seal –JPA Coon Rapids •Large area patching –Arden Hills PW Department •1” to 2” mill and overlay Tentative Schedule •Planned quantities due February 4th •Bids opened March 11th •City concurrence March 28th •Large area patching as soon as asphalt plants open •Simultaneous with pothole patching •Crack seal July •Seal Coat August Attachment E Projected PCI *Historical and projected PCI from ICON Pavement Management Software Next steps •Pavement cores and soil borings •Geotechnical Reports •Assess condition of water and sewer utilities •Annual street maintenance plans •Reduction in localized pothole patching •Feasibility Study for 2024 PMP •Update cost estimates Questions? Page 1 of 3 AGENDA ITEM – 1B MEMORANDUM DATE: January 18, 2022 TO: Honorable Mayor and City Councilmembers FROM: Dave Perrault, City Administrator SUBJECT: Highway 51 Speed Feedback Signs Budgeted Amount: Actual Amount: Funding Source: N/A $2,700 N/A For Council Consideration Council should provide direction on a potential future speed feedback sign on northbound Highway 51. Background In 2021, City Council directed Staff to proceed with the installation of a speed feedback sign along southbound Highway 51 in the area of the Snelling Ave and Glenhill Rd intersections. Staff worked with MnDOT on acquiring a permit and was able to have a sign installed. A picture of the new sign is below. During this discussion, the possibility of a sign along northbound Highway 51 was also raised, and Council requested it come back for discussion at a later date. Staff is seeking direction on whether or not Council wants to pursue a sign along northbound Highway 51 and what location Page 2 of 3 they would prefer. Any sign installed will need to have approval from MnDOT, similar to the first sign installed (MnDOT approval will likely take months). If Council wants Staff to move forward, it should give a few preferred locations, and Staff can begin to work with MnDOT on the permitting process. The Public Works Director will be present for any additional questions. Page 3 of 3 Budget Impact If Council would like a new sign installed, it will only need to pay for the installation, a static sign, and any applicable permit fees. Due to a pricing promotion on the first sign, the City acquired two radar feedback signs when it purchased the first one, so we have another one in inventory currently. The cost of the two radar feedback signs was $5,279. Anticipated cost for a sign on northbound Highway 51: -Installation cost: $2,500 -Static sign cost: $200 -Permit fees: $0 (none anticipated) Total: $2,700 Attachment N/A Page 1 of 1 AGENDA ITEM – 1C MEMORANDUM DATE: January 18, 2022 TO: Honorable Mayor and City Councilmembers FROM: Dave Perrault, City Administrator SUBJECT: New Resident Guide Discussion Budgeted Amount: Actual Amount: Funding Source: N/A TBD N/A For Council Consideration Council should provide direction on a putting together a new resident guide. Background At a recent City Council meeting, the City Council requested Staff bring forward a discussion on a new resident guide. A few things Council will want to consider: How much information and what type should be included? -Previously, a Communications Coordinator had begun to compile information for a potential new resident guide. That draft is attached, Council may want to review the information and decide what it would like to include or not. Note, the information in this draft is not up to date; any final product would be formatted and updated before distributing. -One page handout versus a larger packet How will it be distributed? -Mailed out monthly to new residents, sent with utility bills or keep copies at the front for pickup? Budget Impact Any budget impacts will depend on the type of guide Council wants put together and how it is distributed to residents. Attachment Attachment A: Previous Draft New Resident Guide (Not Updated) Welcome to the City of Arden Hills Welcome to the City of Arden Hills, a nationally recognized community with several points of pride, including our top-ranked schools, an extensive system of parks, lakes and trails, a prized business community, established neighborhoods, high quality of life and much more. Arden Hills is a desirable city in which to live, work and play. Money Magazine named Arden Hills as one of the top 15 "Best Places to Live" in the United States, and Business Insider named the city one of the "50 Best Suburbs" in America. We are a city located just minutes from the centers of Minneapolis and Saint Paul, in a quiet suburban setting with lakes, parks, trails and trees. Learn more about us through our community profile, or visit us and see what's around town. Yours Truly, David Grant Mayor City Hall 1245 West Highway 96, Arden Hills, MN 55112-5734 www.cityofardenhills.org 651-792-7800 Office Hours: Monday through Friday, 8 a.m. to 4:30 p.m. City Government The elected council includes the mayor and four council members, who each carry equal voting weight. The mayor serves a four-year term, while council members serve four-year staggered terms. Local elections take place in November of even-numbered years. Emergency Services The City of Arden Hills contracts with the Ramsey County Sheriff’s Office for police protection and the Lake Johanna Fire Department for fire protection. For immediate emergencies, always call 911. o Ramsey County Sheriff 1411 Paul Kirkwold Dr, Arden Hills, MN 55112 Phone: 651-767-0640 Non-emergency number is answered 24 hours a day, seven days a week. o Lake Johanna Fire Department 5545 Lexington Ave N, Shoreview, MN 55126 Phone: 651-415-2100 Utilities SEWER AND WATER Utilities operated and maintained by the City of Arden Hills include sanitary sewer services, stormwater services, and water main services. o To sign up for city sewer and water service, or to update an existing account, please fill out a sewer and water account form. o For after-hours sewer and water concerns, call the Ramsey County Sheriff at 651-767-0640. OTHER UTILITY COMPANIES SERVING ARDEN HILLS * In addition to public utilities, there are many other private utility companies that provide services to homes and businesses throughout Arden Hills including electricity, natural gas, and communications. Garbage Haulers Residents choose their residential garbage service provider from a list of city-licensed waste haulers. To compare options, view a list of licensed waste haulers and their residential rates. Recycling Your residential curbside recycling provider is Republic Services. Recycling is a city-wide service. There is no need to sign up—just wheel your recycling cart to the curb on the proper day and Republic Services will do the rest. All of your recycling can go in one cart. It is a single-stream collection. Recycling should not be bagged. Simply dump your recyclables into the cart. City Ordinances PET LICENSES Pets are required to be licensed. An annual license fee paid to the city allows the city to know which homes have dogs, cats and other pets. This helps if your pet gets lost. BUILDING PERMITS Most home building and remodeling projects require a permit through the city before starting construction; however some are exempt. Review Which Homebuilding and Remodeling Projects Require a Permit? (PDF) Schools Families in Arden Hills are served by two award-winning school districts (Mounds View and Roseville). The city is home to two private universities, Bethel University, and University of Northwestern St. Paul. Transportation METRO MOBILITY Metro Mobility is a door-to-door public transportation system for people with disabilities in the Minneapolis-St. Paul area and many adjoining suburbs. METRO TRANSIT Make your commute to downtown Minneapolis or Saint Paul easier with Metro Transit. Visit Metro Transit for additional park and ride lots near Arden Hills. PERSONAL RIDE SERVICES There are many ride services that will pick you up at your Arden Hills home or place of business, including taxis, airport shuttles and taxi alternatives like Lyft or Uber. SENIOR LINKAGE LINE The Senior Linkage Line will get you connected to the services you need. Call for questions on transportation, housing, home health care, housekeeping, hospice, caregiver support, legal assistance, financial assistance, snow and lawn care, minor home repair and more. TRANSIT LINK Transit Link (formerly Dial-A-Ride) is a curb-to-curb minibus or van service that operates within certain Twin Cities communities. It is a shared-ride service, which must be reserved in advance - usually at least a day - and fares are generally under $3. Transit Link customers can transfer to a Metro Transit bus without paying a separate fare. Ask the driver for a paratransit transfer. Please Note: Transit Link service is neighborhood-based and not intended for commuters. Parking Rules & Regulations The following ordinances apply to parking on public streets and in residential driveways: o No parking on city streets between 2:00 am and 6:00 am o No parking on city streets after the accumulation of two or more inches of snow until plowing has been completed o No parking on city streets for more than six consecutive hours at any time o In residential areas, no more than four cars are permitted to be parked on a driveway Note: The city will issue temporary parking permits at no charge for circumstances where more than four vehicles will be parked in a driveway, or when overnight on-street parking is necessary on a short- term basis. Driving & Licenses Motor Vehicle Registration (North Metro DVS exam station) County Road I & 35W Arden Hills, MN 55112 Phone: 651-201-7900 Complete list of DVS office locations and services Trails LOCAL BIKING & WALKING OPTIONS The City of Arden Hills has over 20 miles of biking and walking trails to enjoy. View the Parks and Trails Guide and Map (PDF). Elmer L. Andersen Memorial Trail A portion of the trail system in Arden Hills is named after former Governor Elmer L. Andersen. This trail segment extends northeast from the intersection of Cleveland and County Road D to the boundary of Tony Schmidt Regional Park. Find a Ramsey County Park or Trail Looking to find a park or trail in Ramsey County, for a specific park amenity near you? Visit the Go Ramsey Communities Interactive Online Map and start exploring what parks, trails and recreation opportunities are near you. Winter Trail Maintenance View information about the city’s winter trail maintenance and snow removal procedures. Parks The City of Arden Hills has 14 beautiful parks that cover almost 102 acres, along with one regional park and one county park. The city's parks offer a wide range of facilities and activities. Reservations for park facilities are taken on a first-come, first-serve basis. A fee is charged for reserving picnic facilities. Visit Facility Rentals for more information. RULES FOR ALL CITY PARKS o The use of tobacco and alcoholic beverages is not permitted in any park. o Park hours are open 30 minutes before sunrise and 30 minutes after sunset. o Dogs must be on a leash and owners are required to clean up after their pets. o The following is prohibited: Glass containers, golf playing and motorized vehicles on turf or trails. Note: Tony Schmidt Regional Park is located in Arden Hills (3500 Lake Johanna Boulevard) but is managed and maintained by Ramsey County. Lake Josephine County park is partially located in Arden Hills. Please visit the county parks page for more information. DOG PARKS Two city parks have areas designated for dogs to run off-leash. Perry Park has a year-round dog park area. Hazelnut Park has a summer-only dog park area. Call the Weather Hotline at 651-792-7841 for a pre-recorded message related to cancelled or closed Parks & Recreation activities, classes, events, ice rinks and warming houses due to the weather. o Arden Hills Parks and Trails Guide and Map (PDF) Lakes Did you know there are 11 lakes in Arden Hills? Explore them below. Each lake links to the Minnesota Department of Natural Resources online lake finder, where you can view maps, fishing regulations and water quality information. Libraries Arden Hills does not have a city library; however nearby New Brighton, Roseville and Shoreview are Ramsey County Library locations. Ramsey County Library - New Brighton 400 10th Street Northwest Ramsey County Library - Roseville 2180 North Hamline Avenue Ramsey County Library - Shoreview 4560 North Victoria Street Post Office Arden Hills is served by the New Brighton Post Office at 525 Main Street, New Brighton, MN 55112. Call 651-639-9306, for more information. Keep in Touch ARDEN HILLS NOTES NEWSLETTER The city’s official newsletter, Arden Hills Notes, is published 10 times per year and mailed to all residents. To receive a PDF file by email, sign up through Notify Me, the city’s alert system. NOTIFY ME Sign up for alerts Other Ideas: Annual Community Events (listed by season) Renters Rights Snow Emergency and Removal Noise Rules Rebate Programs, Energy Saving Incentives, etc. False Alarms New Resident Checklist Page 1 of 1 AGENDA ITEM – 1D MEMORANDUM DATE: TO: FROM: January 18, 2022 Honorable Mayor and City Councilmembers Dave Perrault, City Administrator SUBJECT: City Council Photos Budgeted Amount: Actual Amount: Funding Source: $ $ $ A verbal update will be provided at the City Council meeting. Page 1 of 1 AGENDA ITEM – 1E MEMORANDUM DATE: TO: FROM: January 18, 2022 Honorable Mayor and City Councilmembers Dave Perrault, City Administrator SUBJECT: Council Tracker Update Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider The Council should provide further direction on items presented on the Council Request Tracker. Background City Council will receive a verbal update on items the Council has previously directed staff to research and/or bring forward. Discussion N/A Budget Impact N/A Attachments N/A