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3.3 2008 pavement management planSCANDIIA PAVEMENT MANAGEMENT PLAN City of Scandia September 19, 2008 Project Number: 000568-08137-0 Bonestroo September, 2008 Ms. Anne Hurlburt City Administrator City of Scandia 14727 209th Street North Scandia, MN 55073 Re: Pavement Management Plan City of Scandia, Minnesota Bonestroo File No.: 000568-08137-0 Dear Ms. Hurlburt: 2335 Highway 36 W St. Paul, MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com Bonestroo Enclosed for your review is the Pavement Management Plan for the City of Scandia. This plan addresses the lifecycle maintenance and rehabilitation of the City street system. The purpose of this plan is to provide the City with a tool to assist in planning roadway improvements by properly matching the maintenance and rehabilitation method with the pavement condition. The Plan goal is to extend the life of the City streets and reduce lifecycle costs. The Pavement Management Plan identifies proposed street maintenance and rehabilitation options, estimated costs in year 2008 construction data, and recommended improvements program. We would be pleased to meet with the City Council and Staff to discuss the process identified in this Plan at any mutually convenient time. Sincerely, BONESTROO Paul T. Hornby, P.E. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Paul T. Hornby, P.E. Date: September 19, 2008 Reg. No. 23359 CITY OF SCANDIA -PAVEMENT MANAGEMENT PLAN Table of Contents Letter of Transmittal ....................................... Tableof Contents....................................................................................................................... 2 ExecutiveSummary..................................................................................................................... 4 Purposeof the Study...................................................................................................... 4 Summaryof Findings...................................................................................................... 4 Policy Decisions and Recommendations.......................................................................... 5 AnalysisMethodology.................................................................................................... 5 Introduction................................................................................................................................ 6 StreetLife Cycle............................................................................................................. 6 Resident and City Expectations....................................................................................... 7 ExistingConditions..................................................................................................................... 8 StreetCondition............................................................................................................. 8 Street Surface Evaluation................................................................................................ 8 Proposed Improvements............................................................................................................10 CityStreets.................................................................................................................. 10 Utilities........................................................................................................................11 ProposedLife Cycle...................................................................................................... 11 CostEstimate...........................................................................................................................13 Financing.................................................................................................................................. 14 GeneralTax Levy.......................................................................................................... 14 SpecialAssessments..................................................................................................... 14 StreetUtility Fees......................................................................................................... 15 BudgetaryCosts...........................................................................................................15 Conclusions and Recommendations........................................................................................... 16 City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 2 Appendix A: Pavement Management Figures..........................................................................A-1 Figure 001 — Street Network Map Figure 002 — PASER Ratings — 2008 Inspections Figure 003 — Rehabilitation Options for Current Conditions Appendix B: Maintenance and Rehabilitation Cost Estimate ..................................................... B-1 Appendix C: 5 Year Maintenance Options...............................................................................0-1 Appendix D: City Maintenance and Construction Maps............................................................D-1 Tables Table 1 a: Pavement Maintenance and Rehabilitation Options ......................................... 4 Table 1b: Rating & Mileage Summary.............................................................................5 Table 2: Pavement Condition Ranking............................................................................ 8 Table 3: Pavement Rating vs. Age.................................................................................. 9 Table 4: Option Cost Comparison................................................................................. 12 Table 5: Proposed Lifecycle.......................................................................................... 12 Table 6: Lifecycle Cost Per Lineal Foot..........................................................................13 Figures Figure 1: Typical Pavement Lifecycle............................................................................... 7 Figure 2: Extended pavement Lifecycle........................................................................... 7 Figure 3: Condition Rating vs. Pavement Age................................................................. 9 City of Scandia Project No. 568-08137-0 Pavement Management Plan r Bonestroo Page 3 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Executive Summary Purpose of the Study The City of Scandia authorized the preparation of this Pavement Management Plan to determine the current condition of the existing City street system and develop a street maintenance and rehabilitation program. The purpose of this report is to provide information to guide decision making for street maintenance and rehabilitation including: Developing a pavement management plan that will preserve and/or improve the quality of the City's streets in a fiscally responsible manner. Developing and implementing a plan that considers immediate and long term needs. Preparing a systematic plan and a workable method of financing. 4. Providing information for the public to be better informed and involved in decision making. Summary of Findings The study identifies the pavement condition for each City street and the most cost effective method of maintenance for different points in the street's life cycle. Table 1a provides the estimated cost per lineal foot for five different pavement rehabilitation options for the City's 70+ miles of streets. These cost estimates include 15% for contingencies and other costs associated with the improvement projects. The reconstruction of streets would involve analysis of each individual street to determine whether to widen the street to City standards or reconstruct it to its existing width in order to maintain the character of the area. Detailed cost estimates for each of the five options can be found in Appendix B of this report. Table 1 b provides a summary of mileage and condition rating for the City. Table 1a - Pavement Maintenance and Rehabilitation Options "Based on a 24' average street width City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 4 Pavement Rehabilitation Option Cost/Lineal Foot* 1 Crack Fill and Seal Coat $7.00 2 Bituminous Patching $4.00 3 Mill and Overlay $40.00 4 Reclaim and Replace Bituminous $70.00 5 Full Depth Reconstruction $140.00 "Based on a 24' average street width City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 4 Table 1 b — Rating & Mileage Summary Surface Type Condition Rating Mileage % of System Gravel NA 6.3 9% Bituminous 9-10 10.3 14% Bituminous 7-8 27.8 39% Bituminous 5-6 15.2 21% Bituminous 3-4 7.0 10% Bituminous 1-2 5.0 7% Tota/ 71.5 100% Policy Decisions and Recommendations The City of Scandia has several options to rehabilitate streets since many of the streets have not deteriorated to a point where complete reconstruction is required. Although it is recommended that some streets be fully reconstructed, the lifecycle of many existing streets can be extended using less expensive rehabilitation options. Some of the streets included in this report are proposed to undergo mill and overlay rehabilitation. The City could choose to allow these streets to deteriorate further until complete reconstruction is required, or pursue the mill and overlay option. We suggest this as an option to perform critical maintenance on streets with higher condition ratings in an effort to extend the pavement lifecycle, while postponing more costly maintenance on streets with lower condition ratings. We recommend that the City continue an ongoing crack fill and seal coat program to extend the life of the streets with condition rating of 7 and higher. Analysis Methodology Basic source data was collected to develop the information and recommendations presented in this report. The data collected consists of the following: A pavement condition evaluation of all City streets to produce a numerical pavement condition index using the Pavement Surface Evaluation and Rating (PASER) system, which rates the existing condition of the pavement based on visual surface observation. An inventory of the characteristics and past maintenance on each street. Input from the City Staff on existing street conditions. This data was studied and professional judgment from both an engineering perspective and rehabilitation perspective was applied to develop the opinions and recommendations presented in this report. City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 5 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Introduction Street Lifecycle The City of Scandia should consider various programs to maintain its streets including routine seal coats. The following figures identify the life cycle of a typical street and the required maintenance based on condition. Asphalt pavements perform well, deteriorating slowly during the first ten years of the street lifecycle, and then tend to deteriorate more rapidly. Proactive maintenance in the early years of a street lifecycle such as, repairing cracks and seal coating is recommended as a cost effective maintenance practice. As the pavement condition deteriorates and surface observations indicate a significant level of stress due to traffic loading, seal coat applications are no longer recommended as the most cost effective maintenance. This condition is illustrated in Figure 1, when pavement condition ratings fall below condition rating of 6. Figure 1 generally illustrates that street's condition will deteriorate 40% during the first 75% of its life, and another 40% during the next 12% of its life. A streets condition will deteriorate quickly beyond 75% of its life, which typically occurs 15 to 20 years after a street is constructed. Preventative maintenance during the early stages of a pavements lifecycle can be the most cost effective method for extending the life of a pavement, as shown in Figure 2. By protecting the road subgrade from the negative affects of water intrusion with crack sealing or pavement replacement, additional cost savings can be realized in future lower cost reconstruction methods. The five maintenance and rehabilitation options listed in Table 1 can be considered for maintaining public streets. Figure 1 — Typical Pavement Lifecycle City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 6 2 Very Poor Pavements that have significant amounts Full Depth Reconstnxtbn ($144.40) of major distress. (1-2) 1 � Failed 75"In ofi_ifecycie 129fo ofLifecyele 15 (YEARS) 20 25 FIGURE 2 - EXTENDED PAVEMENT LIFECYCLE — Original Pavement --------- --= a �pCp C N E Opbmal Timing IL Prevention N - - - - - - Trigger Time!Tralli R€;hatlllitation - - - - - - Trigger City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestrov Page 7 NUNBER RATING VERBAL RATING CONDITION GROUPING TYPICAL MAINTENANCE NUMBER RATING REPAIR ` No Repair Excellent � �- C 9 Pavements that ° have little or �\ Typical Street Life o r Very Good no distress. *.' N ti Seal Coat Pavements that hay e �♦ (7-3) ($7.00) o 7 Good a significant level \ \\ 0 of distress. non -load related. \ ' 6 Pavements that have t 0 a significant level Mill & Overlay ($40.04} i CJ of distress. load related. Lu Fair E `o w 4 k m Pavements thathave full Depth Reclamation ($70.00) a major distress. (3-4) \ o 3 Poor \ ti 2 Very Poor Pavements that have significant amounts Full Depth Reconstnxtbn ($144.40) of major distress. (1-2) 1 � Failed 75"In ofi_ifecycie 129fo ofLifecyele 15 (YEARS) 20 25 FIGURE 2 - EXTENDED PAVEMENT LIFECYCLE — Original Pavement --------- --= a �pCp C N E Opbmal Timing IL Prevention N - - - - - - Trigger Time!Tralli R€;hatlllitation - - - - - - Trigger City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestrov Page 7 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Existing Conditions Street Condition The condition of a street is affected by a number of factors, including: • Surface condition (roughness, cracking) • Drainage (street profile, cross section, storm sewer) • Street section (bituminous and gravel base thickness) • Subgrade soil (sand, clay, silt) • Traffic characteristics and loading • Age • Maintenance program (crack filling, seal coating, patching) Each of the above listed items contribute to the overall condition and lifecycle of a public street. It is not uncommon for streets in the same area, constructed at the same time, to vary in condition. This makes it difficult to develop an efficient street rehabilitation program that can be applied uniformly to adjacent areas. The majority of the streets in the City follow a general condition rating curve. Street Surface Evaluation The streets in Scandia were evaluated using a visual survey that observed the condition of the pavement surface. The pavement was rated using the PASER (Pavement Surface Evaluation and Rating) System. The methodology is based on a consistent numeric rating scale ranging from 10 for a newly surfaced street to 0 for a failed surface. The results of the pavement condition survey are shown with the Street Inventory in Appendix A, Figure F002. Table 2 shows a general summary of recommended maintenance and rehabilitation options based on the current pavement condition rating. Table 2 - Pavement Condition Ranking Pavement Condition Rating Recommended Maintenance 9-10 Do Nothing 7-8 Crack Fill and Seal Coat and/or Bituminous Patching 5-6 Mill and Overlay 3-4 Full depth Reclamation and paving 1-2 Full depth Reconstruction City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 8 In the past, the City has performed preventative maintenance and rehabilitation illustrated in Figures 1 through 5 in Appendix D. Figure 3 below illustrates the lifecycle data of City streets over time by plotting the PASER pavement rating versus age. Table 3 then summarizes the average age of pavement within specific condition categories. Figure 3 — Condition Rating vs. Pavement Age Table 3 - Pavement Rating vs. Age Current PASER Rating Average Age of Street (yrs) Pavement Rating vs Age 2 12 7 5-6 10 • 3-4 16 1-2 17 8 • —• •—� ♦ �• • • CD c R 6 W • • • • • • III a a 4- 2 2 • • • • 0 0 5 10 15 20 25 30 35 Age (years) Table 3 - Pavement Rating vs. Age Current PASER Rating Average Age of Street (yrs) 9-10 2 7-8 7 5-6 11 3-4 16 1-2 17 City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 9 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Proposed Improvements City Streets Proposed improvements include a combination of the pavement maintenance and rehabilitation options discussed previously. Depending on the goals and budget for the City, various approaches can be taken with the information compiled. If the City's main goal is to focus on maintaining existing streets, more emphasis should be put on the crack filling/seal coating, bituminous patching, and mill and overlay options. The following is a description of each proposed maintenance method and the potential benefits of each. Sea/Coat— provides for the installation of a thin surface coating, typically an oil emulsion and trap rock to reseal the pavement surface. This provides for an extension of the pavement surface life by minimizing the effects of the sun and weather on the existing bituminous material and reestablishing a wearing surface with a higher level of friction than the existing pavement. This cannot prevent ultimate pavement failure due to age or poor sub -grade conditions. Crack Fi//inq— provides for the sealing of cracks in the existing pavement through a route and seal, where the existing cracks are ground out to a consistent width and filled with a sealant. This procedure reduces the amount of moisture and debris entering the pavement sub -grade through surface cracks. This protection provides for a more stable roadway base and can reduce pavement breakup and potholing due to the effects of freeze/thaw cycles. Patchihq— provides for the correction of localized pavement deterioration typically known as pothole filling. This process can include the replacement of small areas that have experienced pavement failure due to a soft base material or other contributing conditions. Patching also provides for a smooth driving surface and extends the life of the pavement. Mi//and Over/ayorOver/ay— provides for the addition of another layer of bituminous pavement on the existing roadway. This can be performed either through the removal by milling of a thin layer to 4_ maintain the current surface elevations and then placing the overlay pavement, or by placing an additional layer of pavement on top of the existing surface. This extends the life of the roadway by adding additional material to the surface, reestablishing the cross slope of the road to promote drainage and creating a smooth driving surface. This method typically results in reflection of existing cracks in the roadway appearing in the new surface within 1 to 2 years. City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 10 PavementRec/amation— provides for the full depth grinding of the existing pavement in place. This process blends the existing pavement into the aggregate base, grades the blended surface to restore cross slope, provides a new bituminous surface, and typically provides for a stronger roadway section. This method can be a cost effective means to replace the pavement and strengthen the road by reusing the existing pavement instead of removing the pavement and hauling it away. This process provides for an entirely new roadway surface with a stronger base and is typically cheaper than fu reconstruction. -depth Fu//Reconstruction— provides for the removal of the existing roadway and the rebuilding of the road from the sub -grade through bituminous surface. Sub -grade correction consists of the removal of unsuitable materials, backfill with granular materials and draintile at low points, aggregate base and bituminous pavement. This method is typically applied in areas where pavements are showing significant areas of major distress. Utilities Proposed utility improvements are not analyzed in this report. However, some quantities were added to the full depth reconstruction costs for replacement of storm drains and culverts. If ful reconstruction of a street is considered, it will need to be reviewed further for necessary storm drain improvements or other potential utility improvements at that time. Other maintenance items that should be considered over time include the cleaning and/or regrading of ditches and culvert maintenance to provide storm capacity for roadway drainage. Proposed Lifecycle In analyzing the best alternative for the City of Scandia, a number of different methods and staging were reviewed. This analysis looks to find the most cost effective method for the City to use in preserving its pavement. Five options were analyzed to better understand the cost of long-term maintenance strategies on the City system as a whole. Appendix C outlines the costs of each option as well as the impact the dollars will have (e.g. what percentage of paved streets will the City be able to maintain with this budget?). Option 1 depicts the City's current maintenance budget of $250,000, which will maintain 24% of the total paved mileage over a 5 -year period. In contrast, Option 2a maintains 58% of the City's paved mileage with an average annual budget of $370,000 over 5 years. A 48% increase in annual budgeting yields a 142% increase in maintained mileage. Option 2a is compared with an average annual budget, however, the recommended five year budget is actually front -loaded in the first three years with a proposed budget of $618,375, and the last two years funded in the amount of $64,950 for crack fill and seal coating. An additional $318,150 for mill City of Scandia Project No. 568-08137-0 Pavement Management Plan r Bonestroo Page 11 and overlay in the 4th year of Option 2a could be budgeted to provide maintenance for all of the streets with condition rating 7 and higher. It is recommended that the City employ a strategy in which it prioritizes maintenance activities for the streets which are currently in good condition. While it may be tempting to follow a "worst - first" plan, that strategy is typically the least cost-effective. Prioritizing and maintaining the City's best streets extends the lifecycle and reduces deterioration to a condition that requires much more costly rehabilitation. This helps ensure the system as a whole is in the best possible condition and the maintenance dollars are being maximized. Option 2a in Appendix C outlines this recommendation. As can be seen in the Table 4 below, increased maintenance dollars for crack fill and seal coating streets with condition rating of 7 and higher (Option2a) minimizes the amount of streets deteriorating to the point of needing costly reconstruction. Table 4 — Option Cost Comparison The life cycle proposed below in Table 5 is recommended based on cost and impact to the entire system. Table 5 — Proposed Lifecycle Schedule of Improvements Option 1 Option 2a Average Annual Maintenance Budget $250,000.00 $370,005.00 No. of Years 5 5 5 Year Maintenance Subtotal $1,250,000.00 $1,850,025.00 Crack Fill, Seal Coat/Joint Seal & Patching 26 Reclaim/Replacement or Reconstruction Feet of Street Needing Reconstruction 262,545 143,660 Cost ($/If) $140.00 $140.00 Reconstruction Cost Subtotal $36,756,252.27 $20,112,400.00 Total Cost $38,006,252.27 $21,962,425.00 The life cycle proposed below in Table 5 is recommended based on cost and impact to the entire system. Table 5 — Proposed Lifecycle Schedule of Improvements Activity Years after Construction Crack Fill, [Seal Coat/Joint Seal & Patching deferred if possible] 6 Crack Fill, Seal Coat/Joint Seal & Patching 12 Mill & Overlay 16 Crack Fill, Seal Coat/Joint Seal & Patching 21 Crack Fill, Seal Coat/Joint Seal & Patching 26 Reclaim/Replacement or Reconstruction 31 As with any plan, once implemented it should be closely monitored to confirm assumptions about maintenance and future pavement performance. City of Scandia Project No. 568-08137-0 Pavement Management Plan r Bonestro0 Page 12 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Cost Estimate The costs associated with street rehabilitation will vary, depending on the construction process required. The costs to remove and reconstruct the existing bituminous and gravel base surfaces will be much greater than milling, reclaiming, patching, and overlaying streets. In addition, streets with existing curb and gutter and/or storm sewer will include additional costs for improvement or replacement of these features. Detailed costs are included in the Appendices related to the methods discussed. In addition, the proposed cost of the different life cycle options analyzed is also included. The following table summarizes the lifecycle cost per foot of street for the proposed lifecycle identified in the previous section of this report. Table 6 - Lifecycle Cost Per Lineal Foot Maintenance Year Cost/LF Seal Coat & Crack Fill 6 $7.00 Seal Coat & Crack Fill/Patch 12 $11.00 Mill Overlay 16 $40.00 Seal Coat/Patch 21 $11.00 Seal Coat/Patch 26 $11.00 Reclaim/Reconstruct 31 $70.00 Cost over 31 year life $150.00 Cost per foot per year City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 13 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Financing The City currently has a Street Maintenance Fund that receives an allotment of approximately $250,000 per year. This fund has been used over the past to perform annual maintenance such as patching, crack filling, and seal coating. This funding amount was used as the basis for the proposed life cycles reviewed in this report. The current amount of funding will not be sufficient to maintain all of the streets in the City and is not enough to cover the costs of major maintenance or reconstruction methods. In order to fund an increased pavement management budget, additional sources of revenue may need to be reviewed including: General Tax Levy Special Assessments Street Utility Fee (Currently not allowed by Statute) General Tax Levy Minnesota cities are required by law to hold a yearly public hearing to receive comments on the types of services proposed for the upcoming year, as well as the associated costs. These public hearings are referred to as Truth -in -Taxation hearings. The proposed budget and proposed property tax levy and their percentage increases from the current year levels are typically discussed at the hearing. The Pavement Management Program would therefore be addressed as part of the budget preparation process. The main advantage of using funds from the general fund is that justification of direct benefit of a particular project to a property is not required. A major disadvantage is that priorities can change rapidly and dedicated funding may prove difficult to rely on from year to year, or even be inadequate. Special Assessments Special assessments are an indirect form of taxation. They are a way for cities to charge certain properties for the cost of making a local improvement, or to collect certain charges that will benefit those properties. Minnesota Statute, Chapter 429, encompasses public improvements such as street improvement projects including grading, curb and gutter and surfacing, sidewalks, and street lighting. Cities may use special assessments to recover the cost of public improvements if the city has adopted an ordinance to provide for it. The amount that is charged to a particular property must be based upon the benefit that the property will receive from the improvement. Cities cannot charge an amount greater than the amount the benefit will increase the value of the property. There are many advantages to using special assessments as a funding source. They are a means of raising money outside the general city tax resources. Special assessment bonds do not count towards statutory debt limitations. They provide a means of levying charges for public services City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 14 against properties otherwise exempt from taxation. Perhaps the chief value of special assessments is that by charging the property owner for the benefit received, they prevent or minimize the possibility that a property owner will benefit from the improvement at the expense of the general taxpayer. Street Utility Fees Street Utility Fees are proposed from time to time through the legislative process, but have not been approved to date. Street Utility Fees provide a method for Cities to collect annual fees from land owners to supplement maintenance activities and reconstruction priorities. An example of the funding resource that could be generated through the use of a Street Utility Fee; 1,500 households contributing $120 per year (or $10 per month) would generate $180,000 towards the annual street budget. Budgetary Costs The costs presented in the Appendices for the various options can be used for budgetary purposes for setting an annual maintenance amount or determining other funding options that the City could draw upon. City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 15 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Conclusions and Recommendations This report provides information to be used in determining an annual maintenance budget for the City streets and can be used as a policy for the future maintenance of the City streets. The results of this plan provide for a summary of the potential costs and different life cycle options that can be used as a model for the City system. It is recommended that the City increase the maintenance budget in an effort to maintain streets with a condition rating of 7 or higher. As demonstrated in Appendix C, it is much more cost effective to maintain these streets with crack fill and seal coat programs than it is to let these deteriorate any further. Within this report, the recommendations are as follows: • Adopt this plan as a framework for future maintenance of City Streets • Order a feasibility report prior to any major maintenance projects such as reclamation or reconstruction to determine actual project costs and the potential revenue sources for specific projects. • Based on the options of this plan, review the annual maintenance budget and determine if adjustments are feasible for the City. City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 16 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Appendix A — Pavement Management Figures City of Scandia Project No. 568-08137-0 Pavement Management Plan Qonestroo Page A-7 I 240th ST. N. STATE HIGHWAY ��I 0� .Y COUNTY 15 x COUNTY STATE AID HIGHWAY GERMAN 216th ST. N. O MANNING COUNTY ROAD TR, CT, CR LAKE 215th ST. N. O PAVED CITY ROAD O M�ANNI 8 K 230th S T�wi j220th 15 W Z uxxEsoTa ix z • 240th ST. N. w > 240th ST. N. z aQ 238th ST. N. z z (N rr w P --W OW 23gQc1�' 238th ST. N. ¢ QJ�' �'W w w Y SEAS LAKE pJP� � ST. N. z _� Q a ¢ ° BONE 236th O� Q V' LAKE 235th ST. N. ST. N. o � 20 236th ST. N. w 232nd ST. N. u Z �o� 0 2 d oo a _ix NIELSEN w ? 0 N Q o m 230th ST. N. C C p c/) a LAKE z0 g 'W o z OR�cN c7 A/ CARR Y �1 Q z ON 0 , 228th ST. N. o Q z O , Z ui � 228th ST. N. O a w n Z Q OAKHILL RD. O C o Q a 223rd Q PILAR c6 % O = m Z �, RD. N. U cp 14,,y GOLAKE ci 220th ST. d z Q c w ?� �O� w > D o o O 9�2/sS z z< a z zui r uj p \,O / a ¢ uxxEsou ui YQ O� Z 214th a uxH=sou O O uixts e^ Y J$ 215th ST N. ®> P O 213TH m SCANDIA TR. N. Z th STATE HWY.97 SCANDIATR. N. 2 STATE HWY. 90OZARK NB.CT.t0 CT w �Z6p MEA OWBROOCIRQ z z c / 1 U/tom) yG 210th ST. N. ° V.14O o O w > > Q 4 qV�c� 209th O p W tl O Q 209th ST a ¢ U O� CITY HALL y�r gT.N• � � 0 0 Oo,QO a QG�l� ST. N. O 00 / P' o �J S 66— Tj T Z U co. o 52 R t ° o L ui 9� p� � Q x N > B�� �V p z o Q z � U J ��N• O 3 FISH A 202nd ST. O ul-i < l o Lu RD. N. _z 1 LAKE ��. 0 199th ST N 199th STN Q \ O � 9L 197th ST. O� ,I X 196th ST. ! OP TR (\ HAY 195th T. N. OHO �� SAN KE OXBORO CIR �P OSA TR. N. LAKE DD C9 _r �yF LAKE 188th Sp ¢ z d N U) W STATE HIGHWAY z 217th ST. N. x COUNTY STATE AID HIGHWAY GERMAN 216th ST. N. O e15Y COUNTY ROAD O LAKE 215th ST. N. O PAVED CITY ROAD z /> couNTY j220th 15 STN. O SCANDIATR.N. � STATE HWY.97 Z ui O \l 207th ST W Z uxxEsoTa ix z • 240th ST. N. w > 240th ST. N. z aQ 238th ST. N. z z (N rr w P --W OW 23gQc1�' 238th ST. N. ¢ QJ�' �'W w w Y SEAS LAKE pJP� � ST. N. z _� Q a ¢ ° BONE 236th O� Q V' LAKE 235th ST. N. ST. N. o � 20 236th ST. N. w 232nd ST. N. u Z �o� 0 2 d oo a _ix NIELSEN w ? 0 N Q o m 230th ST. N. C C p c/) a LAKE z0 g 'W o z OR�cN c7 A/ CARR Y �1 Q z ON 0 , 228th ST. N. o Q z O , Z ui � 228th ST. N. O a w n Z Q OAKHILL RD. O C o Q a 223rd Q PILAR c6 % O = m Z �, RD. N. U cp 14,,y GOLAKE ci 220th ST. d z Q c w ?� �O� w > D o o O 9�2/sS z z< a z zui r uj p \,O / a ¢ uxxEsou ui YQ O� Z 214th a uxH=sou O O uixts e^ Y J$ 215th ST N. ®> P O 213TH m SCANDIA TR. N. Z th STATE HWY.97 SCANDIATR. N. 2 STATE HWY. 90OZARK NB.CT.t0 CT w �Z6p MEA OWBROOCIRQ z z c / 1 U/tom) yG 210th ST. N. ° V.14O o O w > > Q 4 qV�c� 209th O p W tl O Q 209th ST a ¢ U O� CITY HALL y�r gT.N• � � 0 0 Oo,QO a QG�l� ST. N. O 00 / P' o �J S 66— Tj T Z U co. o 52 R t ° o L ui 9� p� � Q x N > B�� �V p z o Q z � U J ��N• O 3 FISH A 202nd ST. O ul-i < l o Lu RD. N. _z 1 LAKE ��. 0 199th ST N 199th STN Q \ O � 9L 197th ST. O� ,I X 196th ST. ! OP TR (\ HAY 195th T. N. OHO �� SAN KE OXBORO CIR �P OSA TR. N. LAKE DD C9 _r �yF LAKE 188th Sp ¢ z d N U) W LAKE 202nd ST. N. d d U COUNTY CO. ROD. 50 192nd ST. N. 191st ST. N. z WHITE d fy ROCK ~ 2 LAKE z m I zc g Y 185th ST. N. Y 180th ST. N. BIG d Q w Z< _V MARINE z LAKE 9� O Y w z w. O Q 185th ST. N. < p O� Q uxrEsoTe J W 2 ~ z O It 7,9 2 ¢ OLD o rn �� • 181st ST. Sr N. !\ I n MAPLE ST. m CO. RD.4 U STREET NETWORK z Qoo£ 'o STATE �oQg a [uxrEEou • STATE HIGHWAY JI Q 217th ST. N. 2� ST. N. COUNTY STATE AID HIGHWAY GERMAN 216th ST. N. O e15Y COUNTY ROAD O LAKE 215th ST. N. O PAVED CITY ROAD /> couNTY 213th 15 STN. SCANDIATR.N. � STATE HWY.97 Z ui O \l 207th ST u W Za U.J< lY MAYBERRY TRAIL LAKE 202nd ST. N. d d U COUNTY CO. ROD. 50 192nd ST. N. 191st ST. N. z WHITE d fy ROCK ~ 2 LAKE z m I zc g Y 185th ST. N. Y 180th ST. N. BIG d Q w Z< _V MARINE z LAKE 9� O Y w z w. O Q 185th ST. N. < p O� Q uxrEsoTe J W 2 ~ z O It 7,9 2 ¢ OLD o rn �� • 181st ST. Sr N. !\ I n MAPLE ST. m CO. RD.4 U STREET NETWORK z Qoo£ 'o STATE �oQg a [uxrEEou • STATE HIGHWAY COUNTY STATE AID HIGHWAY e15Y COUNTY ROAD PAVED CITY ROAD Q z g � GRAVEL CITY ROAD O u W Za U.J< PLATTED R.O.W. z w(30� Z z Q ~ Lu z 2: U-) U > d REVISION DATE SURVEY DRAWN NDESIGNED APPROV 0 1600 3200 56808137_F001.MG PRO]. NO. 68608137 Scale In feet SHEET NUFH92 F001 WZ co w Z Z NE90TA 240th ST. N. 240th ST. N. II w j a 240th ST. N. 2 Q 238th ST. N. w COUNTY 5 238th ST. N. � t]. F o U' 15 23 PJB �'�j Y w h T. N. SLAKE 2i 0-1 a ¢ ac �p,P� V MANNING � BONE LAKE 235th ST. N. . N. Q O TR, CT, CR mmmi 236th ST. N. � LL p ,� \5P of 232nd ST. N. X92 z > o D D QPM MANN] ¢ d Q Q °� X K z X09 o ui NIELSEN a �cr- ? O w ` 230th ST a LAKE z 0 230th ST. N. o o A7�q p 1 ° w ww o OR r FtiR 2 RRo r U� o ¢ a w z 41 C9 ¢ 228th ST. N. Y j Q Y Q 228th ST. N. w 2 �\ 0 z OAKHILL RD. O Q _ a 223rd } PILAR Yw O �Q Y 220th ST. N. n 21 U - 21 GERMAN LAKE 215th ST. N. couNTr S (}\l\ 15 T N. xNNEWTA ?13th SCANDIATR. N. ca 1STATE HWY. 97 z ui y 207th ST. m Y ® MAYBERRY TRAIL SYLVAN t _ LAKE 02nd ST. N. 0 w /// O / p 6 COUNTY OCO. RD. 50 192nd ST. N. 191st ST. N. z. WHITE fy ROCK 4 LAKE z Gm BIG z MAR LF 185th ST N. �V 180th ST. N. t p = a 0 z (l RD. N. Ctn C � u� d pGOLLAS v a ~ 220th ST. d o o z w > � o 9 esti Z 2 a z zzw ui O la 4 0 xixxEsou 9 Y Q Z 214th 0 uxrEsou C, yU- 215th ST N. Z ° > P� O o 213TH m SCANDIATR. N. z �1Irh STATE HWY. 97 SCANDIATR. N. z, STATE HWY. 97 w d F d a o O OZARK C Cp Y wMEA WBROOBCp y�cl 'A N N Z = IJ 210th ST qV t 209 O ST w 09th cF w ¢ p0 CITY HALL y`o ST.N M D 0 O�pO ST. N. 20 o �J s LIN Y TyT z 0 O 52 R ui �9� O� U Q Q x N ui O o ¢ FISH ��i 202nd STN ~ 9 J O co x¢ ! 0 co OAKHILLLU o RD, N _Z LAKE_ ��. 0 O r 9`9fj 194th STN 7� (� 0 99th ST N lz y 197th ST. L O- X HAY 196th ST. ro GQ, T'P � 2 OPRN\E� 4N � �P 9OA; ORO CIR. P J� SAN w 195th . Nn 0, G TR. N. LAK COQ �yF LAKE D 8.9th S) ¢ z (U) ''v tri � w U P U w z a 9 Z ( Z 0 (WD a� w z e 1 n ¢ w NINE90TA 185th ST. N. O Q • 2z C> O j O Z 0 X82 ^ rOLDO lfilstSrs1'N NMAPLE ST. CO. RD.4 U ■ PASER PAVEMENT RATINGS 9-10 7-8 5-6 3-4 1-2 cion Fg�'a Qoo£ AM z z IZ O Z W z w aC> Z `� a z za W c� Z = W w as tl REVISION DATE SURVE DRAWN NDESIGNED APPRO� 0 1600 3200 56808137_F002.DWG PRO]. NO. 58608137 Scale In feet SHEET NU—R F002 N a Yw O �Q Y 220th ST. N. n 21 U - 21 GERMAN LAKE 215th ST. N. couNTr S (}\l\ 15 T N. xNNEWTA ?13th SCANDIATR. N. ca 1STATE HWY. 97 z ui y 207th ST. m Y ® SYMAYBERRY TRAIL LVAN t _ LAKE 202nd ST. N. d O /_ p (I\J(; 6 COUNTY OCO. RD. 50 192nd ST. N. 191st ST. N. z WHITE fy ROCK 4 LAKE z Gm 1 BIG z MAR `rr 185th ST N. �V 180th ST. N. t p = a m z (l RD. N. CtnC u� pGOOSE v a ~ 220th ST. d uj o o z o 9 esti Z 2 a Z zuj ui O is 4 0xixxEsou 9 Y Q Z 214th d uxrEsou • 215th ST N. • Z ° > P� 0-1 O o cc • 213TH m SCANDIATR. N. z 91.1rh STATE HWY. 97 SCANDIATR. N. z, STATE HWY. 97 w d Is U REHABILITATION OPTIONS o d B. p7APK ¢ z � OPT 1 - CRACK FILL / SEAL COAT WITH ao O Lu MEA WBROQL�CIR. �p O p C; BITUMINOUS PATCHING (LOW PRIORITY) 0 �9 21oth ST t N w OPT 2 CRACK FILL /SEAL COAT WITH Q q��cY 209 O Osth ST BITUMINOUS PATCHING (HIGH PRIORITY) CITY HALL a ¢ OPT 3 - MILL AND OVERLAY �OPT 4 - RECLAIM AND REPLACE BITUMINOUS ST. N. 20yf� STN �� 0 0 �J ��s uN Y 9C7TYT z OPT 5 - FULL DEPTH RECONSTRUCTION C 2 52 R 0 o O ui �9� p� U Q Q x N O O ¢ FISH Si 202nd O c O co OAKHILL RD. N z 2 O = d LAKE m p �j r 99� �QQth cT hl ', W U (� p� 99th ST N >� ig7thST.o OIZ X HAY ST. GQ TQ F�2 Orl LAKE SAND OXBORO CIR. P J� 195th . Nn G TR. N. LAK �pQ �yF LAKE 8th ST ¢ z (U) ''v tri w U F U w z a 9 Z wo Z 0 o a� z g 1 > 185th ST. N. ¢ p w uiNEsoTA O Q It O O j Z O O X82 ^ rOLD rn 0� 181stSr. s1'.N NMAPLE ST. CO. RD.4 V) z O -j 0 z wo z�LL z:25) w U Qo Z � a �o H a Lu wz w a17 C- J co ¢ S REVISION DATE SURVU DRAWN NDESIGNED APPRO� 6�(J 3200 56808137 PRO]. NO. 58608137 Scale In feet SHEET NUFH92 F003 WZ co w Z Z NE90TA 240th ST. N. 240th ST. N. II w j a 240th ST. N. 2 Q 238th ST. N. w COUNTY 5 � t]. F o 15 23 238th ST. N. PJB �'�j Y w SLAKE pJP� h T. N. 2i 0-1 a ¢ ° ui V MANNING � BONE LAKE 235th ST. N. . N. O TR, CT, CR mmmi 236th ST. N. � LL p ,� \5P of 232nd ST. N. X92 z > o D D QPM Q MANN] ¢ d Q °� X K z X09 o ui NIELSEN a �cr- ? O w ` 230th ST a LAKE z 0 230th ST. N. o o A7�q p 1 ° w wa o OR r FtiR 2 RRo r U� o ¢ w z 41 0 ti ¢ 228th ST. N. Qw ,� Y j � Q Y Q 228th ST. N. w 2 �\ 0 z _ OAKHILL RD. a O 223rd Q } PILAR Yw O �Q Y 220th ST. N. n 21 U - 21 GERMAN LAKE 215th ST. N. couNTr S (}\l\ 15 T N. xNNEWTA ?13th SCANDIATR. N. ca 1STATE HWY. 97 z ui y 207th ST. m Y ® SYMAYBERRY TRAIL LVAN t _ LAKE 202nd ST. N. d O /_ p (I\J(; 6 COUNTY OCO. RD. 50 192nd ST. N. 191st ST. N. z WHITE fy ROCK 4 LAKE z Gm 1 BIG z MAR `rr 185th ST N. �V 180th ST. N. t p = a m z (l RD. N. CtnC u� pGOOSE v a ~ 220th ST. d uj o o z o 9 esti Z 2 a Z zuj ui O is 4 0xixxEsou 9 Y Q Z 214th d uxrEsou • 215th ST N. • Z ° > P� 0-1 O o cc • 213TH m SCANDIATR. N. z 91.1rh STATE HWY. 97 SCANDIATR. N. z, STATE HWY. 97 w d Is U REHABILITATION OPTIONS o d B. p7APK ¢ z � OPT 1 - CRACK FILL / SEAL COAT WITH ao O Lu MEA WBROQL�CIR. �p O p C; BITUMINOUS PATCHING (LOW PRIORITY) 0 �9 21oth ST t N w OPT 2 CRACK FILL /SEAL COAT WITH Q q��cY 209 O Osth ST BITUMINOUS PATCHING (HIGH PRIORITY) CITY HALL a ¢ OPT 3 - MILL AND OVERLAY �OPT 4 - RECLAIM AND REPLACE BITUMINOUS ST. N. 20yf� STN �� 0 0 �J ��s uN Y 9C7TYT z OPT 5 - FULL DEPTH RECONSTRUCTION C 2 52 R 0 o O ui �9� p� U Q Q x N O O ¢ FISH Si 202nd O c O co OAKHILL RD. N z 2 O = d LAKE m p �j r 99� �QQth cT hl ', W U (� p� 99th ST N >� ig7thST.o OIZ X HAY ST. GQ TQ F�2 Orl LAKE SAND OXBORO CIR. P J� 195th . Nn G TR. N. LAK �pQ �yF LAKE 8th ST ¢ z (U) ''v tri w U F U w z a 9 Z wo Z 0 o a� z g 1 > 185th ST. N. ¢ p w uiNEsoTA O Q It O O j Z O O X82 ^ rOLD rn 0� 181stSr. s1'.N NMAPLE ST. CO. RD.4 V) z O -j 0 z wo z�LL z:25) w U Qo Z � a �o H a Lu wz w a17 C- J co ¢ S REVISION DATE SURVU DRAWN NDESIGNED APPRO� 6�(J 3200 56808137 PRO]. NO. 58608137 Scale In feet SHEET NUFH92 F003 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Appendix B — Maintenance and Rehabilitation Cost Estimate City of Scandia Project No. 568-08137-0 Pavement Management Plan r Bonestroo Page B-1 Option 1 - Crack Fill and Seal Coat Unit Price Quantity Total Price Lenqth of Street (LF) 1000 Mobilization (LS) - approximately 3% $500.00 1 $500.00 Street sweeper w/ operator (HR) $100.00 2 $200.00 Crack filler (LB) $1.50 600 $900.00 Seal Coat Aggregate (TN) $40.00 33 $1,333.33 Seal Coat Oil (GAL) $3.00 667 $2,000.00 Seal Coating (LF) $0.50 1000 $500.00 Cost per 1000 LF of street 30 $75.00 $5,433.33 +10% Contingencies $345.00 $100.00 $543.33 Total Construction Cost per 1000 LF of Street $100.00 0 $5,976.67 +15% Engineering, Administration and Legal $3,466.17 $6,873.17 Estimated Cost/LF of Street $346.62 $6.87 Budget Amount/LF of Street $7.00 Option 2 - Bituminous Patching Length of Street (LF) Mobilization (LS) - approximately 3% Traffic Control (LS) - approximately 0.5% Sawing Bituminous (LF) Remove Bituminous Pavement (SY) Common Excavation (CY) - assume 12" Geotextile Fabric, Type V (SY) Class 5 gravel base (TN) 1.5" non -wearing course (TN) Tack (Gal) 1.5" wearing course (TN) Street sweeper w/ operator (HR) Skidsteer (Bobcat) w/ operator (HR) Cost per 1000 LF of street +10% Contingencies Total Construction Cost per 1000 LF of Street +0% Engineering, Administration and Legal Estimated Cost/LF of Street Budget Amount/LF of Street Unit Price Quantity Total Price 1000 $600.00 1 $600.00 $200.00 1 $200.00 $2.50 360 $900.00 $5.00 67 $333.33 $6.00 22 $132.00 $2.00 67 $133.33 $15.00 31 $460.00 $50.00 6 $287.50 $2.50 30 $75.00 $60.00 6 $345.00 $100.00 0 $0.00 $100.00 0 $0.00 $3,466.17 $346.62 $3,812.78 $3,812.78 $3.81 $4.00 City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 9-1 Option 3 - Mill and Overlay Unit Price Quantity Total Price Length of Street (LF) 1000 Mobilization (LS) - approximately 3% $900.00 1 $900.00 Traffic Control (LS) - approximately 0.5% $200.00 1 $200.00 Mill Bituminous Pavement 1 1/2" Deep (SY) $3.00 2044 $6,133.33 Tack (Gal) $2.50 100 $250.00 1.5" wearing course (TN) $60.00 265 $15,870.00 Class 5 shoulder aggregate (TN) $15.00 112 $1,686.67 Skidsteer (Bobcat) w/ operator (HR) $100.00 4 $400.00 Saw and Seal (LF) - every 40' $1.50 600 $900.00 Cost per 1000 LF of street $1.50 675 $26,340.00 +10% Contingencies $2,634.00 Total Construction Cost per 1000 LF of Street $28,974.00 +25% Engineering, Administration and Legal $36,217.50 Estimated Cost/LF of Street $36.22 Budget Amount/LF of Street $40.00 Option 4 - Reclaim and Replace Bituminous Unit Price Quantity Total Price Lenqth of Street (LF) 1000 Mobilization (LS) - approximately 3% $2,400.00 1 $2,400.00 Traffic Control (LS) - approximately 0.5% $400.00 1 $400.00 Reclaim Existing Bituminous (SY) $3.00 2667 $8,000.00 1.5" non -wearing course (TN) $50.00 265 $13,225.00 Tack (Gal) $2.50 100 $250.00 1.5" wearing course (TN) $60.00 265 $15,870.00 Class 5 shoulder aggregate (TN) $15.00 169 $2,530.00 Skidsteer (Bobcat) w/ operator (HR) $100.00 4 $400.00 Saw and Seal (LF) - every 40' $1.50 675 $1,012.50 Cost per 1000 LF of street $44,087.50 +10% Contingencies $4,408.75 Total Construction Cost per 1000 LF of Street $48,496.25 +25% Engineering, Administration and Legal $60,620.31 Estimated Cost/LF of Street $60.62 Budget Amount/LF of Street $70.00 City of Scandia Pavement Management Plan Bonestr00 Project No. 568-08137-0 Page 8-3 Option 5 - Full Reconstruction Unit Price Quantity Total Price Length of Street (LF) 1000 Mobilization (LS) - approximately 3% Traffic Control (LS) - approximately 0.5% Reclaim Bituminous Pavement (SY) Subgrade Excavation (CY) - assume 12" on 10% Common Excavation (CY) - assume 10" on all Geotextile Fabric, Type V (SY) Select granular borrow (CY) Class 5 gravel base (TN) 1.5" non -wearing course (TN) Tack (Gal) 1.5" wearing course (TN) Class 5 shoulder aggregate (TN) Concrete curb and gutter (LF) 4" Perforated Polyethylene pipe (LF) Street sweeper w/ operator (HR) Skidster (Bobcat) w/ operator (HR) Saw and Seal (LF) - every 40' Seed (AC) - boulevard Sign Panels (SF) - assume 2 Street name sign (EA) - assume 1 4' Dia Storm Sewer CBMH, Incl R3067 -V Cstg and adj rings 15" RCP Storm Sewer, Class 5 Cost per 1000 LF of street +10% Contingencies Total Construction Cost per 1000 LF of Street +25% Engineering, Administration and Legal Estimated Cost/LF of Street Budget Amount/LF of Street $4,000.0 0 $600.00 $3.00 $6.00 $10.00 $2.00 $14.00 $15.00 $ 50.00 $2.50 $60.00 $15.00 $15.00 $8.00 $100.00 $100.00 $1.50 $2,000.0 0 $26.00 $200.00 $2,000.0 0 $28.00 1 1 2667 96 741 2667 96 1469 265 100 265 169 200 100 4 4 600 $4,000.00 $600.00 $8,000.00 $577.78 $7,407.41 $5,333.33 $1,348.15 $22,041.67 $13,225.00 $250.00 $15,870.00 $2,530.00 $3,000.00 $800.00 $400.00 $400.00 $900.00 0.8 $1,561.07 12.5 $325.00 1.0 $200.00 2 $4,000.00 50 $1,400.00 $94,169.40 $9,416.94 $103,586.34 $129,482.9 2 $129.48 $140.00 City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page 8-4 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Appendix C — 5 Year Maintenance Options City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page C-1 LU Q N 0.1 rn N $ C 1 M C G LL © M M ® Cl Cl CD LO LO C7 N N v� M City of Scandia Pavement Management Plan C E © O O O Q Q LO LO C7 tz N N W M 0 Bonestroo r C� O C 4 4 O r '(�p• n. a 4 � G7 G7 O Q CY d V! < -1 CJ O Q -I- d m as " M n m L3 Um C, m - Q Q Q Q C] LnM 0 i''•] Cr] 1� 4'7 N _ 0 0 O O M W 10 14 e [T1 N N •# - t CD CD d © CD d O 47 * d C7 C7 ry ry N_ W R t A M W M CO Ol -i M' N Go hW9 r a O C7 O M1 � ©0000c G CD CD O � ;i, J S4 G7 t4dd�Lt7M1 T M M M L4 CD CD C7 Q CD O LO . 44 J CO Ln Ln N N Ln N s- G L� � Cf) ❑i Cf7 Q O CO CO CO FA !fA COLA fA +� 9 Q a u, N Ln 4i1 N N 4,Lp N n L7 L7 Q M m 'M�2.� Q L7 OC] O L7 CD CD L7 0 � O "+ m aLnLn"ImLn = % f,- M1 f- h i, - CD C7 C O O "M w C77 Lh T lT1 Cl1 � a V4 k9 N6 FR V# a w= r (A Cn � Ln c m 4L (7 C O � Df � C m d ` C-) w C � C T} iv v � C d E c - y m U J C q LQ C V] 47 LL c C� w C3 p F a o City of Scandia Pavement Management Plan C E © O O O Q Q LO LO C7 tz N N W M 0 Bonestroo r O 6 Q O C 4 4 O N � CY o n m Lt] C r C3 i_i Q Q Q Q C] i''•] Cr] 1� 4'7 N m 0 0 O O CD CD 47 N_ W R t A Ol -i M' N C=, C=, N r O C7 O ©0000c G CD CD O C:3 M M M Ln a N Ln Ln N N Ln Ln N N LO . 44 J CO Lo w W W s- G L� Cl C3 Ci C? C, 9 Q a Q O L7 L7 CD L7 L7 Q M m 'M�2.� M M M b* "'4 M M CnE � N m @ LO Lu � a a C m Lef c m 4L (7 C 7 c M w � C T} iv nl � C � Project No. 568-08137-0 Page C-1 Lori C m [o w LD Ln 6V w 0 s_ 0 J' m Q O O O C] LY Q Q Q Q Q Q N LL a o 0 0 0 o G F7 a m 0 0 0 o f7 n m © Q o �? � o 0 o O O O W a d 0 C3 dci 41 6 mm 2 m m LOLO n r+ La a nL r (~ LL Ln Lr7 na to mD O P G G LO N 1 H m N 4L7 CL7 [] co L> LQLAW W W LQ 41i bV K7 C9A C�7 Ln M Ln Ln M 6\ M1� Ln NN Ln Ln NN L[7 LCI Nna LLZ J co od mrh W W otr 2 J�2 �d� L Ln cLW M a cc to a 7 0 0 G Ln a D QQ U C)0 Q 0 Ln Ln 0 LP V V L o 0 u7 N uv bs N LI)Ln N Ln N N LL} LL} N N Loi wA c - JD mD c D Q f] J W dd CO CO dd W W dtit G p Gr 0 �d o o f7d 0 o 409 �'+ o Lri Ln L['3 Ln L[7 c F2 Ln —0 00 00 � C'+LM wm orrn rnm L Ch tiR hN 46 IM 0 67 5 y rvttttW 64 rL rn Er in � C LT c m N r'7 V Ln b m m U N m N m V m � C u m `a itr r G c J l9 m C C) N L y C J 29 M 4 L] y C � C LL a �a o a o a o 91 y elf M E e A=! to @ V LL � N T a- m m } N C7 0 s_ 0 J' m Q O O O C] LY Q Q Q Q Q Q O LL o 0 0 0 o G F7 O U o 0 0 0 o f7 n [I © Q o C m a d 0 C3 dci 41 mm 2 r+ La a LL Ln Lr7 v -I mD LO N i9 Lr! V Ln N [] co L> LQLAW W W LQ LFI C9A C�7 Ln M Ln Ln M 6\ A Ln NN Ln Ln NN L[7 LCI Nna LLZ J co od 00 W W otr [I] G� J W T a cc to a 7 0 0 G Ln a C3 G C3 0 O o Ln Ln 0 LP V V LCL LO C o 0 N CG Cp O II] Ln bewbb QQ 69 Mei - Ln NNNNN0aC3 Ln Ln Ln Ln LIZ J W dd CO CO dd W W dtit G p Gr --�47 C � m C O O Q 4 c F2 Ln is 00000 � p N 6 LnLnMMLn 6 6 0 0 L M rn al DiM M 0 LM y rvttttW 64 CO W 69 M LD LOy N bb � C LT c N r'7 V Ln b m m U N m N m y m C � d U ZR ` u .0 0 ccC C L y C J 29 M 4 L] y C � C �a J d M tom o a o O 6 G7 mo0 M O MLO A W wogLn rN 7 6N O OD CL W M bT 69 Cp - LO O Q O O O C] Li O o 0 0 0 o G F7 O -- 1 o o o o o 0 © Q o d1 41 mm r+ La a LL F m mD �o [] co L> LQLAW W W LQ C�7 Ln M Ln Ln M 6\ Ln NN Ln Ln NN L[7 LCI Nna LLZ J co od W co dd W W otr [I] G� � r 0 40944 0 0 0 0 G Ln a 9 Ln Ln LL9. Ln Ln o o 0 o 0 � 64 64 64 69 Mei - m C � m c F2 m CJ � L 0 ... � C c J b m m U N N m 3 Ln ZR LL. m -J ro a a © O � 017 3�' fi City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page C-3 CITY OF SCANDIA - PAVEMENT MANAGEMENT PLAN Appendix D — City Maintenance and Construction Maps City of Scandia Project No. 568-08137-0 Pavement Management Plan Bonestroo Page C-4 240th ST. N. N 0 1600 3200 10 o 'j Q ft z 238th ST. N. OAKHILL O Q t RD 238th ST. N. 0 4 23g 223rd y PILAR S YCP U BONE �1 MANNING 220th c LAKE 235th ST. N. 0 GO OSE 1/5 LAKE U y/!! EL 220th ST. TR, CT, CR ST. N. n I I o U C.% A 92 > o MANNI 218th `On 1993 KE GERMAN O Z0 9 z O pZ w Q w 0_ 21 NIELSEN j oti ? o 0 230th pr LAKE ¢ 9� m O �� 214th 215th ST N. a Y a z O 1.996 p P a 213th 3T N. Q 213TH m SCAN DIA TR. N. LU p Q W �i 2005 STATE HWY. 97 o d g.0 oo O RK MEA �p O 2004 a O 8 ¢ O (S Z 2281th ST, N. :2 Y m Q o z 'i z Y STATE HWY. 97 2005 9 T.N 210th ST.N N. 228th ST. N. ¢ N Z rn O O 09th ST FF z. w P� 22� Y w Ih O ELAKE pJP ST. N. z �a O ¢ � w li O a 236th ST. N. p p o p QP 2004 Q �aoo Q u O 230th ST. N. O OR`c d A/<qRR r z 41 0 ui Q N C X 0 U w tr L< 0 U U) nn U) I 7 YEAR PAVED 2007 X 2006 2005 2004 X 2003 2002 X 2001 2000 1999 X 1998 1997 X 1996 1995 1994 X 1993 1992 X 1991 1990 1989 X 1978 X - STREET PAVING PROJECT N 0 1600 3200 10 o z OAKHILL O Q t RD z < = 0 a 223rd y PILAR ui YCP U �1 1993.. 220th 0 GO OSE 1/5 LAKE U y/!! EL 220th ST. ST. N. n I I o C.% A o 21 218th `On ?� Q 0 w pv O.9.,Pi w> sy Z z °'"' N O ¢ GERMAN O d z 9 z O pZ w Q w 0_ 21 0 LAKE > ¢ Rl > P� c C7 O 215th ST. N. O� 9� 0 O Q 1993 O �� 214th 215th ST N. a 002 0 P a 213th 3T N. 213TH m SCAN DIA TR. N. STATE HWY. 97 SCANDIA TR. N. SCANDIATR.N. �i 2005 STATE HWY. 97 o d g.0 oo O RK MEA �p O 2004 a O 8 > d > ¢ 'Or (S Z w WBROOd.CIR. m Q o z 'i z STATE HWY. 97 2005 9 T.N 210th ST.N N. z w ¢ N rn L F G� qV� 2 O 2001 09th ST 8 a } 207th ST. o��y 2006a ¢ CITY HALL o YLVAN O MAYBERRY TRAILS ST. N. �" 'b o 0 SOS iTyT N p �J. p t( z ui LAKE 202nd S J FISH <�9! 2003 2020d ST' N. 0 U) ^9�F ¢ O co OAKHI LL RO, o g 0 'n N. LAKE 199th ST Q 199th ST N 9L 7 h ST. O 2 ¢ 196th ST. HAY �0 2005 9/!� LAKE P mL oI SAND OXBORO CIR. J4' ro a CO. RD. 50 o E 192nd ST. N. 191st ST. N. Q ,`<u �y TR. N. LAKE00 0 LAKE C WHITE z n ROCK vi a LAKE BIG U w z O z z MARINE v -� o z w z o "f k g LAKEJO Y O uj D ¢ (� w z 3 yy 185th ST. N. Q Q ui OJ U 4 O O �Q z ¢ / Q�} 7 92 U DD 180th ST. N.00 0 181st ST ST. N. OLD ^ j G2OTR.N.R7NF 2 'v APLE ST. �\ m CO. RD. 4 C X 0 U w tr L< 0 U U) nn U) I 7 YEAR PAVED 2007 X 2006 2005 2004 X 2003 2002 X 2001 2000 1999 X 1998 1997 X 1996 1995 1994 X 1993 1992 X 1991 1990 1989 X 1978 X - STREET PAVING PROJECT 3 Is w � z Zi o 0 > 3 tt o o a rxa .ow z., �.o, -20z wo�,z N d Z U17UW w 3 � was a -w z T I z- ¢ w 3�o a Zin o 0 M � O 10 W Ln .M -i 3 o Ln 3 X: .2'z 2 , �a �%DM af- ui� o Ln C X {A MNLw p N a zz 0 0 e GJ O m `a W r 0 Z F- ,' -- o Z: W !H z w Q � r H W Z ULu >< U) a- 11;211 56803114 SHEEP N.MBER 1 N 0 1600 3200 Scale in feet 3 Is w � z Zi o 0 > 3 tt o o a rxa .ow z., �.o, -20z wo�,z N d Z U17UW w 3 � was a -w z T I z- ¢ w 3�o a Zin o 0 M � O 10 W Ln .M -i 3 o Ln 3 X: .2'z 2 , �a �%DM af- ui� o Ln C X {A MNLw p N a zz 0 0 e GJ O m `a W r 0 Z F- ,' -- o Z: W !H z w Q � r H W Z ULu >< U) a- 11;211 56803114 SHEEP N.MBER 1 �z LIJ o 240th ST. N. 240th ST. N. w j 240th ST. N. za¢ t7 238 ST. N. < z _ z z w z w S N o > �o � � ov O Q a Q a 3g�'n 238th ST. N. ¢ \�' 2S� y w of z ❑ a Q 2 SEA AAKE p,P�P �h ST. N. z a.¢ a Q ° a liww BONE 236th - _. > �0z LAKE 235th ST. w ST. N. O ❑ ma MANNING N. 236th ST. N. J ,Fi ' TR, CT, CLL �O o \5P a�Zo O z lr ❑ �� o QQQ > Boz W J MANNI ° Q 9L °vr�� z KE NIELSEN u o 2 °O ? �aoo Q 2� ��. U aZ. 230thS� LAKE ¢ do m 230th ST. N. n 0 ° p ~ F 0 } 3 o o z °RF a co 011- > ° a a w > z ��N R� '� y �m`3r Y 228th ST. N. u_ z ui Q e SCANDIA Y 228th S z w Qd e a w O d P 3�z a o z 0 q u OAKHILL RD o 0 Q o Q 223rd o PILAR YEAR CRACK SEALED 10 M1. 00 O = dJ ca z 3 RD. N. V T a �1 Nr V M 3 Y 2 ° Ln tP 0,9 GOOSE v¢i I 220th ST. O m Ln �� O 3 �y LAKE U d .2 z 1D m 10 Ln ❑ Z ¢ Ln C X 217th 218th ST. N. a w �0,9'f'.p� w j 2006 V1 ,°'� in a a o GERMAN <°c� / V z Z 2sy z ui 2004 LL Z N 216th ST N. o oy > u; ° a'a o 2003 of 0 p LAKE ¢ R1 > 0 215th ST. V. °� 9� 0 O Q Y �� � 214th 215th ST N. a 2002 �0` O ¢ P 0 o O 21 2 213TH m SCANDIATR.N. z 213th 2001 2 3tlt STN O STATE HWY. 9�7 SCANDIA TR. N. 2000 rn 2 STATE HWY.97 00 0 1999 = SCANDIA TR. N. / o MEA O BROOKCIR. NB. CT.��Q O r a O 0 p o z 1998 m 'i STATE HWY. 97 �9 t"N" p z ¢ ui 1997 210th ST. N. > > LU - L� ,� qL�� 2 O Co w O w Sl ° ¢ 209th ST 1996 1995 ¢ , 207th ST �,�� O a Q 0 CITY HALL ❑ 1994 CD O MAYBE RRY TRAIL S — ST. N w ,6 0 0 COQ QGq<7 o YLVAN ST. N. p Zo5/ �� P o �J� OS T z (~j CD �y 8 2 R of o Y LUQ�n x N LAKE 202nd ST o ¢ til ? � N J FISH Q 202ndST.N $ OA )< 9� m KHI o > ° = LL RD. N. Q W C"� LAKE - ph 199th STN Q r o 199th STN o p 4 Oc,o 9L h ST. O� �--�� W H Q < 196th ST. HAY LN GP 2 0� P���\E� Z LZ N LAKE SAND OXBORO CIR. P J�' Z W U E pQ [) 195th T. N. !O o �P ! Q a CO. RD. 50 I �P �� ww �U 26 O QP Q` < Lg E T 192nd ST. N. 1st ST. N. �� ?i9� - LAKE } �p� 2� LAKE � OD F - Q Z M�W WHITE d v V �( �� 88th S7- ¢ z p W ROCK C6 w U U a LAKE z BIG 9 0 Q w Vi W O ¢z MARINE -Lz w z v� g LAKEp Y ui z w Z < N 3 ° ¢ 185th ST. N. < P Quj 185th ST. N. �' ❑ O ¢ oW 2 ° z Q� X82 Z 2 OLD O qn7 } 181st ST, ST. N. -YG TR. N. NF $ 0 1600 3200 v 2 �j 568MAP_CRSLDWG �180th ST. N. ��d 2 Scale in feet SHEEP NUMBER n / MAPLE ST. m CO. RD. 4 OSTRUM TR. 2 220th 240th ST. N. L ST. N. n I I v J D O �D9� U p� 217th ST. N. 240th ST. N. 218th ST. N. eft O� 238th ST. N. o a Z O LAKE HAY 2 215th ST. N. W \ N s J O \>O 238th ST. N. 00 ui ¢ ?13� pP S T N. o 23g\ SCANDIATR. N. o � 214th 215th ST N. ¢ Z Q z w co > O� CO SCAN DIA TR. N. > z 207th ST. O 213th } SEA STATE HWY.97 � a Y O MAYBERRY TRAIL YLVAN °Z 2 d NB. CT.� MEA OWBROOKCIR. app P��2�r t h pO o ° O � LAKE z z LAKE 202nd ST. N. T O 0 U, BONE 3 Cl p t N. 236th O MANNING z �' LAKE 235th ST. N. 210th ST. N. %�Zp9i �t'lc� O 209th O TR, CT, CR uj > Sl O ¢ U 236th ST. N. a Z U OuJ! LL 0 E a ¢ U ro m o0 C) X05 \5P MANNI 0 z p 92 >L 0 z a CO. RD. 50 z E 192nd ST. N. 191st ST. N. Z 0 KE �QQ' a NIELSEN > �4 or ? O 0 ROCK O O 230th } p pT z < LAKE ¢ ° z m c ° g U N ti 3 Z y 0 j Y 0 ~ 185th ST. N. 0 U 9C p j Q g a KHILL RD. N. Oa z O 2 C LAKE ' 0 OJ ST. N. > 00/ Lu W u ¢ OLD O 228th ST. N. J .¢ 199th ST N v2 ��oTR. NgR7�F ¢ Y Ne d P C) J ooh/!/ Y � O 228th ST. N. O /1] Z a Z n } O O o = O dJ ca � H V ¢ Q �1 0 0 GOOSE LAKE U a ~ 220th ST. z OAKHILL RD. Y> O ¢ II ¢ Y U CP 220th fa ST. N. n I I v J D O �D9� U p� 217th ST. N. 218th ST. N. GERMAN O� 216th ST. N. o O LAKE HAY 2 215th ST. N. ui J O \>O O� 00 Z Lu 240th ST. N. ?13� pP S T N. o a¢ SCANDIATR. N. o � 214th 215th ST N. ¢ Z STATE HWY. 97 z w co > O� CO SCAN DIA TR. N. > z 207th ST. O 213th } STATE HWY.97 � a Y O MAYBERRY TRAIL YLVAN °Z 2 d NB. CT.� MEA OWBROOKCIR. app P��2�r t h pO o ° O � O> z z LAKE 202nd ST. N. T O 0 U, 3 Cl p t N. U O w z �' U�i 2 210th ST. N. %�Zp9i �t'lc� O 209th O ¢ uj > Sl O ¢ U 236th ST. N. a U � LL 0 E a ¢ U ro m o0 C) X05 \5P n 0 z p / 0 z a CO. RD. 50 E 192nd ST. N. 191st ST. N. W 0 Z �QQ' a 0 C WHITE Z Z 230th ST, N. N ROCK O O O O } p LAKE o z < BIG ° z MAR c ° g U N \ FISH 3 Z y 0 j Y 0 ~ 185th ST. N. 0 U 9C p j a KHILL RD. N. �� `T O 2 C LAKE ' n 180th ST. N. - � 00/ W n OLD / DD a w w � J x L 1 0 f 10 SCANDIA YEAR SEAL COATED 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 N 1 0 1600 3200 Scale in feet o o o a o �oww Jaz oNaF c~Qi�ovwi o. wo�Mz aovwiw � v ~C�r 3 w 3 � was 3�o a in o 0 <0 c M � O O LSM iO 3 =z�0m R , ID L a3:afa)i0 0 L C X {A MNL W p N a w z 0 0 O GJ C O f� 568031 3 SHEET NUMBER 3 fa v J D O �D9� W LL z > d 9L(�` O� oz z HAY 2 o! z ui J O \>O T. N. Z Lu 240th ST. N. z W a ¢ c7of pP o a¢ Y o � 214th 215th ST N. z Z 213TH O� CO SCAN DIA TR. N. > z P O 213th D STATE HWY.97 SCANDIA TR. N. Q Yz °Z 2 d NB. CT.� MEA OWBROOKCIR. app P��2�r t h pO o ° O � O> z z �w U, Cl p t N. O w z �' Q 9LF 210th ST. N. %�Zp9i �t'lc� O 209th O O Z ui O w uj > Sl O ¢ U 236th ST. N. U � LL a ¢ U ST. N. o0 C) X05 \5P O� ! CITY HALL ST. N. ^� 0 0 p ,��. �' o J� s P ��' 0 z p QpQ 0 z Q zi O Y W Z �QQ' a 4 230th ST, N. N o N a O O } p A O 185th ST. N. NRO J J Q O \ FISH 202nd ST N' O Z y 0 ~ 0 O ¢ z 9C p j W > KHILL RD. N. �� `T O 2 C LAKE ' O 7 9�h STN - � O W OLD \ J 199th ST N v2 ��oTR. NgR7�F d P C) MAPLE ST. O Q a 223rd } PILAR O = O dJ ca Z (\ RD. N. ¢ Q �1 0 GOOSE LAKE U a ~ 220th ST. DD a w w � J x L 1 0 f 10 SCANDIA YEAR SEAL COATED 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 N 1 0 1600 3200 Scale in feet o o o a o �oww Jaz oNaF c~Qi�ovwi o. wo�Mz aovwiw � v ~C�r 3 w 3 � was 3�o a in o 0 <0 c M � O O LSM iO 3 =z�0m R , ID L a3:afa)i0 0 L C X {A MNL W p N a w z 0 0 O GJ C O f� 568031 3 SHEET NUMBER 3 fa v J D O �D9� W LL z > d 9L(�` O� 2/sk z HAY 2 Z > ui J O \>O T. N. LAKE ! z W a ¢ c7of pP o Q Y o � 214th 215th ST N. a 213TH O� CO SCAN DIA TR. N. > z P O 213th D STATE HWY.97 SCANDIA TR. N. Q o 2 d NB. CT.� MEA OWBROOKCIR. app STATE HWY. 97 O pO o ° O � z z U, Cl p t N. O o z Q 9LF 210th ST. N. %�Zp9i �t'lc� O 209th O O Z ui O w uj > Sl O ¢ U 209th ST U � O a ¢ ST. N. Q 9� X05 z w w O� ! CITY HALL ST. N. ^� 0 0 p ,��. �' o J� s P ��' Q G9<7 TYT R z 2i z co, 8C), zi O Y W Z �QQ' 4 x N o N a O 185th ST. N. J J Q O \ FISH 202nd ST N' O 2 OA ~ 0 O ¢ z 9C p j KHILL RD. N. �� O 2 C LAKE ' O 7 9�h STN - � O OLD \ 199th 199th ST N v2 ��oTR. NgR7�F DD a w w � J x L 1 0 f 10 SCANDIA YEAR SEAL COATED 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 N 1 0 1600 3200 Scale in feet o o o a o �oww Jaz oNaF c~Qi�ovwi o. wo�Mz aovwiw � v ~C�r 3 w 3 � was 3�o a in o 0 <0 c M � O O LSM iO 3 =z�0m R , ID L a3:afa)i0 0 L C X {A MNL W p N a w z 0 0 O GJ C O f� 568031 3 SHEET NUMBER 3 O 197th ST. 9L(�` O� 36th ST. P TR HAY 2 O SPG 9Q 195th T. N. LAKE ! SAN OXBOROCIR. pP � o Q T LAKE -z. 2� LAKE COQ p M hSTN z v¢i U � 9� z z w w z z zi O Y W Z ¢ O 185th ST. N. < Co Q O > 2 0 O ¢ z O p j �� X82 2 C O OLD 181st ST, S1'. N. v2 ��oTR. NgR7�F MAPLE ST. —_ CO. RD.4 OSTRUM TR. DD a w w � J x L 1 0 f 10 SCANDIA YEAR SEAL COATED 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 N 1 0 1600 3200 Scale in feet o o o a o �oww Jaz oNaF c~Qi�ovwi o. wo�Mz aovwiw � v ~C�r 3 w 3 � was 3�o a in o 0 <0 c M � O O LSM iO 3 =z�0m R , ID L a3:afa)i0 0 L C X {A MNL W p N a w z 0 0 O GJ C O f� 568031 3 SHEET NUMBER 3 240th ST. N. L u O U C9 C F C w 0O I? 240th ST. N. LJ eft Z� �Q w oz 238th ST. N. H C z Q < z Z � r �z UILLI W >< s \ N w w 240th ST. N. 238th ST. N. r ui ¢ SHEEP NUMBER CL 4 23g\ z z Q w �? 23 0z of SEA v w T. N. z a¢ LAKE OJQ' � w BONE O a 236th MANNING 236th ST. N. LAKE 235th ST. N. ST. N. TR, CT, CR o 0 0� �5 p O 0 �L MANNI y w 230th ST. N. (3 C k O RFN�o � A KE Z z qcT )' O 0 ? N NIELSEN j �4 or ? 0 W > 230th pT LAKE ¢ m t O O J LLuj m g> 0LU d P z C) OJ ¢ w > ¢ Q 228th ST. N. 223rd } : ¢ = O do Om z (\ RD. N. 1 ¢ Q Ne SE GOOAKE Cd U 228th ST. N. !Q O Z o � n O o o H V zOAKHILL RD. Y j a O Q o ¢ Cq .s O CP 220th ST. N. n I I U p� 217th ST. N. 2� �09� w j 218th ST. N. l O LL O 90��iS LL z GERMAN Oct D z z a ? S z J W i 216th ST. N. O LAKE OZ 4 > O ��O a ¢ p o 9� YY w 214th 215th ST N. O a 215th ST. N. O 2 a ; 240th ST. N. L c o ST. — �1 I I ro a U 240th ST. N. 217th ST. N. p 218th ST. N. w j 240th ST. N. 216th ST. N. O 1J E 0 LAKE 215th ST. N. f 0 C WHITE O� 00 ROCK ?13� a ¢ LAKE s 'jQ JY eft W Q Co 238 ST. N. a Z < 0 z o � Y 0 STATE HWY. 97 z ui 0 U Z Z - a ^ „Y s�N MAYBERRY TRAIL 238th ST. N. o > 00 UJ w 214th x 215th STN. a- i LuD Lu o� Oa m SCAN DIA TR. N. < j z 239�r O 213th O STATE HWY.97 SCANDIA TR. N. rh STATE HWY. 97 NB. �T\�Al w WwOd ¢zwMEA � w Q 4' OWBROOKC SEA CT (.1N ST. N. z o z a a ¢ yL� 210th ST. N. q O O 209th O Co j O¢ 209th ST LAKE pJP� li w a ¢ MANNING BONE LAKE 235th ST. N. 236th ST. N. O� 236th ST. N. ¢ o ST. N. TR, CT, CR o S y � a �Q4 �' o J� S P T1 T z t~j 20 w 00 \5P of y w uj 0 p QQQ' MANNI N U KE FISH Tp9 z p 202nd ST N' 0 O p ~ O ! x0 NIELSEN Ld T o 4 ? 0 a 0 Q _ 230th sT > ¢ �r LAKE m 9�h 199th STN 230th ST. N. n 0 k p O LAKE zp 199th ST N o co A7�gR 197th ST. 0 9L 196th ST. �/l z HAY m LAKE °�� �Ro 6 rJ� w SPG 195th T. N. oa s w ui I 0 Ra N ¢ 228th ST. N. < TR. N. LAKE LU Z W I 4 >m Ne 228th ST. N.O ¢ o O QJ ¢ Q Z w D p d p(. 0 c� z \HILL RD. o Q \R� z�- = p - - - a 223rd } PILAR ui Y O CP O GOOSE ¢ �1 220th 0 c o ST. — �1 I I ro a U p� 217th ST. N. p 218th ST. N. GERMAN 216th ST. N. O 1J E 0 LAKE 215th ST. N. f 0 C WHITE O� 00 ROCK ?13� LAKE s S T N. b Q Co SCANDIATR. N. a t - 3 o � Y 0 STATE HWY. 97 z ui 0 U J O � 207th ST. a ^ „Y O MAYBERRY TRAIL o+ LAKE 202nd ST. N ¢ T O 0 c o LAKE � ro a 220th ST. n 3 p N a a CO. RD. 50 1J a 0 N E LAKE DD ro a 220th ST. n i z a CO. RD. 50 1J E 192nd ST. N. 191st ST. N. 0 f 0 C WHITE z yZ O C) w z ROCK c7 0 LAKE s _z m< z b Q Co N � z t - 3 � Y 0 Y 185th ST. N. 0 U J O � a ^ O ¢�J 0 ¢ 0 n 180th ST. N. ¢ 00 UJ w 214th x 215th STN. a- i BIG MARINE LAKE w w C 10 CAN IA YEAR STRIPED d 2007 a 2006 o 2005 2004 2003 (\\ 2002 N LAKE DD 9/ LAKE U y/ll a 220th ST. �88rh ST z 0 ?' 'pO 1J � Cq f a C�> OPv A J 2 Al w Ov 9i O� sy O C) w z �Z u z Z 9� z o z z t - O Y w Z J O � w ui a¢ 0 O ¢ 185th ST. N. < Co O ¢ 0 O ¢ J w 214th x 215th STN. a- 213TH Oa m SCAN DIA TR. N. < j z P O 213th O STATE HWY.97 SCANDIA TR. N. STATE HWY. 97 NB. �T\�Al oOZARK WwOd ¢zwMEA OWBROOKC CT (.1N O o z yL� 210th ST. N. q O O 209th O Co j O¢ 209th ST 0��� CITY HALL w a ¢ 0 0 P Gql/ ST. N. `r ti0' S y � a �Q4 �' o J� S P T1 T z t~j �,p 8 of uj N U X FISH Tp9 p 202nd ST N' 0 O Oq ~ O ! x0 KHILL RD. N. _ LAKE 9�h 199th STN O O 199th ST N 197th ST. 0 9L 196th ST. �/l HAY m LAKE PPR SPG 195th T. N. OXBOROCIR. 4 Q TR. N. LAKE w w C 10 CAN IA YEAR STRIPED d 2007 a 2006 o 2005 2004 2003 (\\ 2002 Oe Q 2 ~ O p j O 782 2 C TOLD Ok181stST. S7.N.7�m 7� MAPLE ST. CO. RD. 4 OSTRUM TR. 1 7 N LAKE DD 3200 Scale in feet �88rh ST z 1J � Cq p z z 9� z w w � z t - O Y w LU z O ¢ 185th ST. N. < Co O w Oe Q 2 ~ O p j O 782 2 C TOLD Ok181stST. S7.N.7�m 7� MAPLE ST. CO. RD. 4 OSTRUM TR. 1 7 � � o > 3 tt o o a o �oZ Jaz 0 zo -wNz wo�z az1z 1 U -jU� K imam o w 3 � was rca�w � w 0 1 M � O W Ln M 3 OL'^M ° 3 Z o af- Ln C X {A m = p N a zz 0 0 O C1 O m Q W 0 Wo Z w a - z :2 LSI N Q � Q H D Z Z w Q Ld U) U rAA VI a_ 568MAP-STRP.DWG SHEEP NUMBER 5 N 0 1600 3200 Scale in feet � � o > 3 tt o o a o �oZ Jaz 0 zo -wNz wo�z az1z 1 U -jU� K imam o w 3 � was rca�w � w 0 1 M � O W Ln M 3 OL'^M ° 3 Z o af- Ln C X {A m = p N a zz 0 0 O C1 O m Q W 0 Wo Z w a - z :2 LSI N Q � Q H D Z Z w Q Ld U) U rAA VI a_ 568MAP-STRP.DWG SHEEP NUMBER 5